code and index for work items of standard data Item Code
Item of the work PREAMBLE & GUIDELINES
PART-1
Page No. i-xiv
IRRIGATION Abstract of Items - Irrigation
XV-LIII
IRR-DAW
Dam And Allied Works
IRR-DAW-1
EXCAVATION & FOUNDATION TREATMENT WORKS:
1-10
IRR-DAW-2 IRR-DAW-3 IRR-DAW-4 IRR-DAW-5 IRR-DAW-6
REINFORCEMENT & CEMENT CONCRETE WORKS : MASONRY & GUNITING WORKS : CONTRACTION JOINT WORKS: EARTH / ROCKFILL EMBANKMENT WORKS : FILTER & PITCHING WORKS :
10-23 23-29 30-32 32-38 39-46
IRR-TAW IRR-TAW-1 IRR-TAW-2 IRR-TAW-3 IRR-TAW-4 IRR-TAW-5 IRR-TAW-6
Tunnel & Allied Works EXCAVATION : DEWATERING & GUNITING WORKS : TEMPORARY & PERMANENT SUPPORTS : MASONRY WORKS : REINFORCEMENT & CONCRETE WORKS : DRILLING & GROUTING WORKS :
50-57 58-59 59-64 65-66 66-69 71-72
IRR-CAW IRR-CAW-1 IRR-CAW-2 IRR-CAW-3 IRR-CAW-4 IRR-CAW-5 IRR-CAW-6 IRR-CAW-7 IRR-CAW-8
Canal And Allied Works EXCAVATION WORKS : EMBANKMENT WORKS USING BORROW AREA SOIL : EMBANKMENT WORKS USING DUMP AREA SOIL : EMBANKMENT WORKS USING EXCAVATED SOIL : FOUNDATION FILLING WORKS : ROCK FILL WORKS : CANAL LINING WORKS : ROCK PITCHING:
74-85 86-90 91-94 95-98 99-105 106-107 107-140 141-150
IRR-CCDW IRR-CCDW-1 IRR-CCDW-2 IRR-CCDW-3 IRR-CCDW-4 IRR-CCDW-5 IRR-CCDW-6 IRR-CCDW-7
Canal & Cross Drainage Works EXCAVATION & FOUNDATION TREATMENT WORKS : STEEL AND CEMENT CONCRETE WORKS : FOUNDATION WELL SINKING WORKS : MASONRY WORKS : COPING & RAILING WORKS : HUME PIPE LAYING & JOINTING WORKS : BACK FILLING & OTHER WORKS :
152-155 155-175 176-176 177-182 183-185 185-190 190-192
IRR_GAW IRR_GAW-1 IRR_GAW-2 IRR_GAW-3 IRR_GAW-4
Gates/Hoists And Allied Works NOTES ON GATES/HOISTS AND ALLIED WORKS RADIAL GATES VERTICAL LIFT GATES SAND BLASTING AND PAINTING: PAINTING WITHOUT SAND BLASTING:
194-194 195-198 199-210 211-213 213-215
IRR-PMW IRR-PMW-1 IRR-PMW-2 IRR-PMW-3
Preliminary And Maintenance Works JUNGLE CLEARANCE : PRELIMINARY WORKS : MAINTENANCE WORKS :
216-223 223-228 228-240
COMMON ITEMS TO ALL DEPARTMENTS (unless specified) COM-MWRK COM-LDLFT
COM-LDLFT
A. Manual Works B. Lead/Lift/Loading & Unloading Charges (to follow MORTH standardsfor the items not covered ,as applicable to roads and bridge works) Notes on Lead and Lift
241-241
242-242
Item Code COM-LDLFT-1
Item of the work (Lead) Conveyance Charges for materials by head load ( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks, excluding loading, unloading and hire charges of machinery.
COM-LDLFT-2 COM-LDLFT-3 COM-LDLFT-4
Page No. 242-242
242-243 LOADING AND UNLOADING CHARGES BY MANUAL MEANS (Idle hire charges of trucks are not added) LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks ) LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks )
243-243 243-243
COM-LDLFT-5 LIFT CHARGES FOR MATERIALS BY HEAD LOAD COM-LDLFT-6 COM-DTL-LDLFT-1 (Lead) Conveyance Charges for materials by head load ( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks, excluding loading, unloading and hire charges of machinery.
243-243 243-243 244-245
COM-DTL-LDLFT-2
245-250
LOADING AND UNLOADING CHARGES BY MANUAL COM-DTL-LDLFT-3 MEANS (idle hire charges of trucks are not added) LOADING AND UNLOADING CHARGES BY MANUAL COM-DTL-LDLFT-4 MEANS (including idle hire charges of trucks ) LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks ) COM-DTL-LDLFT-5 COM-DTL-LDLFT-6 LIFT CHARGES FOR MATERIALS BY HEAD LOAD
250-251 251-253
253-254 254-255
PART-2
ROADS&BRIDGES
RBR
Basic Approach and General Conditions - Roads and Bridges
257-262
RBR-LUCC
Loading, Unloading, Carriage and Crushing Of Materials
263-276
RBR-STCL RBR-EECD RBR-SBBS
Site Clearance Earthwork,Erosion Control And Drainage Granular Sub-Bases, Bases (Non-Bituminous) And Shoulders
277-292 293-313 314-348
RBR-BASC RBR-CCPV RBR-CWSB RBR-HLRD RBR-PCVT RBR-TSRA RBR-FNDN RBR-SBST RBR-SPST RBR-PTWK RBR-MTRD RBR-GSRE RBR-HRTC RBR-RPRH
Bases And Surface Courses(Bituminous) Cement Concrete Pavement Causeway and Submersible Bridges Hill Roads Pipe Culverts Traffic Signs, Markings and Other Road Appurtenances Foundation Substructure Superstructure Protection Works Maintenance of Roads Geosynthetics and Reinforced Earth Horticulture Repair and Rehabilitation
349-411 412-421 422-423 424-433 434-438 439-481 482-547 548-570 571-606 607-619 620-631 632-636 637-645 646-655
PART-3
BUILDINGS
BLD-CSTN
Basic Approach & General Conditions-Buildings
656-658
BLD-CSTN-1 BLD-CSTN-2 BLD-CSTN-3
Mortars Concrete, Grouting, Damp Proof Course Brick Work & Honey Comb Work
659-660 660-669 670-674
BLD-CSTN-5 BLD-CSTN-6 BLD-CSTN-7 BLD-CSTN-8 BLD-CSTN-9 BLD-CSTN-10 BLD-CSTN-11 BLD-CSTN-12 BLD-CSTN-13 BLD-CSTN-14 BLD-CSTN-15
Item of the work Stone Masonry, Damp Proof Course, Dry Stone Packing, Quarry Rubbish, Gravel Backing Pointing Plastering Flooring Roofing and Ceiling White Washing, Colour Washing & Distempering Painting, Varnishing Wood Work, Aluminum Doors, Windows, ventilators etc., Dismantling & Demolishing Miscellaneous Anti Termite Treatment Centering, Form Work
BLD-ELEC
Electrical Items for Buildings
750-753
BLD-ELEC-1 BLD-ELEC-2 BLD-ELEC-3 BLD-ELEC-4 BLD-ELEC-5 BLD-ELEC-6 BLD-ELEC-7 BLD-ELEC-8 BLD-ELEC-9 BLD-ELEC-10 BLD-ELEC-11 BLD-ELEC-12 BLD-ELEC-13 BLD-ELEC-14 BLD-ELEC-15 BLD-ELEC-16 BLD-ELEC-17 BLD-ELEC-18
Conduit Laying Wiring Run Of Mains Switch Gear & MCB Distribution Board Earthing Service Mains & LTOH Lines Street Light Luminaries Internal Luminaire AC and Refrigeration Water Heaters Water Pumps Bus Bars Swaged Poles Control Panel & Metering Equipment Cables / Cable Glands / Lugs Temporary Illumination Generators and Transformers Repairs to Motors & Rewinding
754-761 761-764 765-767 767-779 779-783 783-790 790-795 796-800 800-807 807-808 809-824 825-825 825-832 832-835 835-844 845-845 845-855 856-860
PART-4
PUBLIC HEALTH ENGINEERING
PHE
Basic approach and General conditions – Public Health Engineering Works
861-863
PHE-LCIS-1
Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends
864-866
PHE-LCIF-2
Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends
866-867
PHE-JCIS-3
Jointing CI /DI pipes & fittings with s/s ends
868-873
PHE-JCIR-4
Jointing C.I., D.I. pipes and fittings with rubber gasket (push- 873-879 on-joint)
PHE-JCIF-5
Jointing CI pipes , fittings and valves with flanged ends
879-884
PHE-LRCS-6
Lowering the RCC S/S pipes
884-888
PHE-LJGI-7
Lowering and Jointing G.I. pipes and specials / fittings
889-892
PHE-GIDM-8
Making connection of G.I . distribution branch with G.I. main by providing and fixing tee
892-892
PHE-LACP-9
Lowering and laying AC pressure pipes (class 5 & 10) in ready made trenches true to alignment and gradient
893-895
Item Code BLD-CSTN-4
Page No. 675-679 679-679 680-685 686-697 697-710 710-713 713-719 719-736 737-738 738-741 742-742 742-749
Item Code PHE-JACP-10
Item of the work Jointing A.C. pressure pipes with A.C. coupling or C.I. detachable joints complete with rubber rings
Page No. 895-899
PHE-LJUP-11
Lowering, laying, jointing and testing to hydralic test pressure of UPVC pressure pipes
899-900
PHE-LJHE-12
Laying and jointing of HDPE pipes by butt fusion welding
900-905
PHE-LJSW-13
Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of Stone Ware pipes
905-908
PHE-CISP-14
Labour charges for laying in position S&S or flanged C.I. specials such as tees, bends, collars tapers and caps etc
PHE-CISV-15
Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves)
908-910
PHE-DAAV-16
Providing and fixing double acting air valves
910-910
PHE-SFHD-17
Providing and fixing spindle fire hydrant with 65 mm outlet.
910-910
PHE-DSFH-18
Dismantling of spindle fire hydrant
910-910
PHE-URCI-19
Uprooting of C.I. pipes by melting lead, loosening the joints
911-913
PHE-URRC-20
Uprooting of R.C.C. Pipes including breaking the collars
913-913
PHE-URSW-21
Uprooting of old S.W. pipes including breaking of joints
914-915
PHE-URGI-22
Removing old G.I.pipes and specials / fittings
915-915
PHE-CCIP-23
Cutting C.I. / D.I. pipes without water in mains
915-916
PHE-DTCI-24
Drilling and tapping C.I./D.I. main and fixing brass screw down ferrule and C.I.mouth cover.(Labour charges only)
916-916
PHE-SHST-25
Shoring and strutting of trenches for water and sewer lines
PHE-BHLW-26
Barricading, hoarding, lighting and watching etc.,
PHE-RCVS-27
Providing RCC spun vent shaft with cowl 140 mm and 200 918-918 mm internal and external dia respectively at top, 300 and 450 mm internal and external dia respectively at bottom and 9.10m overall length
PHE-WSNP-28
Well sinking in sandy and other loose soils under water either by manual labour, divers or dredgers-NON PERENNIAL RIVERS
918-919
PHE-WSOW-29
Sinking of RCC 12 m dia well in sandy soils, soft disintegrated rock, loamy and clayey soils etc; -OPEN WELL EXCAVATION
919-920
908-908
917-917
917-918
Item Code PHE-WSPR-30
Item of the work Well sinking in sandy and other loose soils under water either by manual labour, divers or dredgers weightingPERENNIAL RIVERS
Page No. 920-921
PHE-CCCP-31
Curing of CC pavement for 21 days
922-922
PHE-CSHR-32
Cutting sheet rock including stocking of excavated material.
922-922
PHE-EXRW-33
Excavation for roadway in hard rock (blasting prohibited) with rock breakers
922-923
PHE-LUSS-34
Loading or Unloading materials such as C.I / D.I Pipes, R.C.C. Pipes, P.V.C. pipes, A.C. Pressure pipes and Specials less than 300 mm upto 4 mts in length including stacking.
923-923
PHE-LUMS-35
Loading or unloading materials such as C.I / D.I. Pipes, stone ware pipes, R.C.C. pipes, A.C. Pressure pipes and specials from 300 mm to 600 mm dia upto 4 mts in length including stacking.
924-924
PHE-LUGS-36
Loading or unloading materials such as CI / DI Pipes, A.C. pressure pipes less than 300 mm dia above 4.00 M in length including stacking
924-924
PHE-LUBS-37
Loading or Unloading materials such as C.I / D.I. Pipes, A.C. Pressure pipes from 300 to 600mm dia above 4.00 m including stacking
924-925
PHE-CSRC-38
Centering and scaffolding charges for R.C.C. members including all materials and labour charges for forming and dismantling
925-926
PHE-HSSG-39
Hoisting of S.S. Girders in pump house etc.
926-926
PHE-LCVS-40
Labour charges for fixing ventilating shafts in sewerage scheme complete with all accessories
926-926
PREAMBLE 1.
The existing AP Standard data for various constructions items are based on observations made several decades back, mostly utilising manpower and deployment of machinery was at the barest minimum. The Board of Chief engineers have been adopting almost the same data, duly modifying the rates of labour; materials, hire charges of limited machinery, every year.
The advent of construction machinery and its usage in construction industry has changed the structure and methodology of data formulation & rate structure and hence, the present estimation of work item rates are not reflecting ground reality.
The CWC(Ministry of Irrigation) has also recommended that ”where standard or schedule of rates are revised or where is necessary to do so, the primary guiding principle should be escalation in labour and material cost and not on trend of rates quoted by contractors”. But the above recommended principle is not being followed by the Board of Chief engineers in Andhra Pradesh. 2.
Government, in GO 7326 (GAD-GPM& AR) Dated 26-10-05, has observed that the age old “Standard data” requires revision and updation with reference to the latest machinery and contemporary practices and has constituted a High Level Committee to advise on updating and revision of standard data and schedule of rates. The work has been taken up by CGG and SPIU-irrigation. The secretary (Irrigation ) is the member- convener of the committee
Accordingly the data has been revised adopting the procedures and guidelines given by CWC, Report on “committee on cost control of river
i
valley Projects, BIS specifications, NHAI, MORTH, MORD, CPWD and Government of Karnataka and revised data and formulated schedule of rates for all infrastructure Departments (I&CAD, R&B, PR and PH). The team of senior engineers interacted with the S.R Committee of Karnataka on implementation and improvements needed. For irrigation works the data pattern as adopted by Karnataka has been considered and for other Departments the data adopted by MORTH,MORD and NHAI etc. is adopted
3.
Sequence followed in revision of standard data is, (a) The first step is the revision and formulation of standard data for each work component (b) The second step is to work out the details of inputs. This enables to generate the unit work item rates, by incorporating the use rates of machinery, materials, labour charges and other supplementary parameters (c) The third step is to develop software tool to generate unit rate using the software (completed for irrigation works by the SPI Unit of Irrigation)
4.
The Detailed draft data was communicated to all the HODs and interacted through many seminars and discussions and incorporated the relevant features.The Board of chief engineers in their meetings have recommended for acceptance to the data formulated and schedule of rates. It was proposed to examine the recommendations on important parameters, to refer to high level committee, for their specific recommendations for adoption, as they are common to all departments.
The committee made in depth study on the methodology and systems followed by the reputed National organizations and other States and made detailed deliberations with HODs and representatives of Builders Association of India and made recommendations to the Government, on adoption of such parameters in A.P.
ii
5.
The Chief Secretary held a detailed discussions on 04-07-2007,with the Secretaries of the Departments and Heads of Departments.
B. GUIDELINES
1)
The Revised Standard Data is formulated under four Parts which are
applicable to all the Engineering Departments and other Organisations. PART -1: Irrigation& CAD (Dam and Allied Works, Canals And Allied Works, Canal C.D. Works, Tunnels and Allied Works, Preliminary and Maintenance Works, Hydraulic Gates and allied works and Leads and Lifts applicable to all Departments
PART -2: Roads and Bridges
PART -3: Buildings including Electrical Works
PART -4: Drinking Water Supply and Public Health (ONLY FOR WORKS DONE BY MANUAL MEANS)
2) Brief description of item of work. : Brief description of the item of work to cover all important aspects of the work included in the in the Data . On reading the item description, the user should be in a position to assess the various cost components involved in the work. 3) Data for assessing quantities : The data reflects various assessments / assumptions made in arriving at the quantities of materials, machinery, labour and other in-puts. In case of plants and equipment the output of main plant is worked out and the requirement of all other inputs and assessed to match the output of the main plant. Cycle time of operations is the criteria for assessing the output of equipment. Generally the equipment manufacturers furnish the output of machinery under ideal conditions iii
of working. Suitable job and management efficiency factors are considered while working out the average output of machinery under field conditions. In case of combination of machinery and manpower the assessment of manpower shall match the output of machinery.
Though cycle time of operations is the criteria for hourly / daily out-put of machinery work-force ,the actual progress of work depends on several other factors such as power interruptions, minor break-downs, time for meals and other needs of work-force, stray rains etc. Therefore, it is the general practice to consider 50 minutes as the actual working time per hour for working out the hourly / daily out-put of machinery / work-force.CWC / BIS guide-lines stipulate the actual working hours for the purpose of equipment planning and utilisation. The daily out-put is computed duly considering the actual available working time and feed back from the field.
For gate and hoist works it is the general practice to specify the quantity of work in terms of number of sets of embedded parts / gates. The requirement of machinery and work-force for cutting, bending, fabrication, erection, painting etc., is assessed to commensurate with the task involved.
The data for gates and E.M. Parts is arrived per Ton quantity.
The data for Hoists and Gantry Cranes is worked out on the basis of capacity in tonnage
4) The lead and lift charges provided in PART-I (B) are generally applicable and common to all Departments. Any item is not covered in this part, the rates as provided in the data of the relevant works may be adopted in preparation of estimates.
5) The basic material inputs needed for all works are listed and incorporated in the data. The requirements are analyzed and the specifications adopted shall
iv
confirm to Standards published by the BIS.
The labour and material rates will be communicated by the Board of Chief engineers.
Unless otherwise specified, all material rates shall be inclusive of all taxes, duties, levies, royalty/seigniorage, transportation and handling costs up to project area.
For sand, gravel , murum, stones , course aggregates etc, the rates are to be fixed for delivery at Quarry, adding seigniorage ( royality) charges, loading charges by machinery / manual means and idle hire charges of machinery (as per table under chapter “ conveyance or lead and lift charges”), as applicable.
For earth/ soil for embankment works from borrow areas, which is not included in the material list of schedule of rates, seigniorage charges are to be added separately,if applicable.
For steel, Cement, AC sheets, GI sheets, Hume pipes, wood and stone slabs, the rates are to be taken prevailing at major commercial centre near project area. The lead charges, as applicable are to be added in preparing estimates.
The specifications of the aggregates for sizes and gradation and its adoption shall be as per IS 383.
6) The labour component in the data is mentioned for unit work.
No allowance towards labour importation and labour amenities added extra as they are included in the recommended overheads.
On Labour Component: Certain additional allowances are added extra to the wages of labour (,i.e. only on labour component in the work item)
in
the
form
of
percentage,
as
recommended
by
the
Government/Board of chief engineers,due to statutory and other provisions.
v
However, If more than one area allowances, such as those for (1) Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable for a particular situation, only the maximum out of the allowable percentages is to be allowed.
7) HIRE CHARGES OF MACHINERY : The machinery and /or group of machinery
for items of works and their output has been worked based on the availability of machinery generally in the market and working in the the field successfully, duly considering cycle time, idle time, operator efficiency, type of work etc. T
The hire charge of a machinery / equipment is worked out based on the guidelines published by CWC and BIS codes.
For the other machinery not covered by the list, the R&B and other users may adopt hire charges as recommended by the MORTH.
8) Lead Charges
The high level committee has recommended to adopt, for conveyance by head load, a minimum lead of 50 meters and additional lead up to 150 meters in the intervals of 50 meters. Beyond 150 meters lead ,only machinery rates are to be adopted.
The basic item rates provided in the schedule of rates include 50 m or 1 km as initial lead and no lead charges shall be allowed where the source of material is within the initial lead specified in item rate. Additional lead charges shall be allowed for the lead exceeding initial lead specified in the item rate.
The lead charges per unit quantity for conveyance of the materials are worked out,and included in the schedule of rates in increment of 50 m for head load and in increment of 1 km for mechanical mode.
vi
The rates for lead charges by head load upto 150 meters and by machinery up to 5 km, shall be cumulative and inclusive of lead charges for preceding lead. For lead beyond 5 km the lead charges shall be worked out on per km basis.
9) Loading and Unloading charges for Materials The following features are considered: 1. Loading and unloading charges are not payable for conveyance by head load. 2. Loading and unloading charges are not payable for conveyance by mechanical means, for disposal of excavated material unless specified. 3. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone, are inclusive of stacking wherever applicable. 10) LIFT CHARGES :
The data includes initial lift charges of
3 meters ,for materials
conveyance by head load, Additional leads in the interval of 1.0 meters are worked out, as additional labour input and incorporated in the chapter on” Lead and lifts” .
Where the conveyance / lifting of material is done by mechanical means, lift charges shall not be considered, as the cycle time of operation of the machine includes lifts involved.
The data and rates for lift charges is cumulative and are inclusive of rates for preceding lifts also .
11) Wastage of Materials I) Cement : No wastage allowance is recommended towards the quantity of
cement used in works, as the wastage is already included in the input and in major works bulk quantities are used.
vii
II) steel : The wastage of steel @ 2.5% is allowed for gates and allied structures. For RCC works the wastage is @2.5% for the reinforcement rods above 36mm did and @ 5% for rods below 36mm dia. Including overlaps, if they are not welded. If welding is adopted for the reinforcement rods even for below 36mm dia, 2.5% of wastage is only recommended.
12) Provision for rate for water:The Committee has recommended not to consider the water charges in the Irrigation Project works. But, it may be considered in specific cases as per the site conditions.
13)
In respect of RCC works the rate for cement concrete for 1 cum is worked separately for all grades based on Indian Standards. The rate for ton is calculated separately and to be added separately in the estimates of RCC works as a separate item.
14) Soil classification: The Committee recommended to allow uniform classification of soils for all Departments and data is worked out accordingly. 1. all soils 2. Marshy soil 3. ordinary rock ( not requiring blasting), 4. hard rock a. hard rock (requiring blasting) b. hard rock (controlled blasting) c. removable by chiseling(blasting prohibited)
15) Use of Super Plasticizers and Admixtures:
Concrete admixtures such as Air-Entraining Agent ( AEA ) / Water reducing agent can be used advantageously for better quality concrete. The high level
viii
committee has recommended to adopt for super plasticizers and admixtures at 0.4% on cement for concrete work as per MORTH standards for batching plants.
16) Contractors overheads, profit and other provisions :
High Level Committee has recommended to add 14% plus 4% towards VAT or as applicable on item rate towards overheads labour including importation and
amenities
&
contractor
profits,
which
includes
various
items
recommended in MORTH .
This also includes 4% of VAT and should be exhibited separately. In the agreements, it should be mentioned that it will be reimbursed as per actuals. The provisions allowed in Go Ms. No. 94, I & CAD, Dt. 1-7-03, need not be added separately.
The overhead charges include the following elements:
Site accommodation, setting up plant, access road, water supply, electricity and general site arrangements.
Office furniture, equipment and communications
Expenditure on:
Corporate office of contractor
site supervision
Documentation and “as built” drawings
Mobilisation/ de-mobilisation of resources
Labour camps with minimum amenities and transportation to work sites.
Light vehicles for site supervision including administrative and managerial requirements.
Laboratory equipment and quality control including field and laboratory testing.
Minor T & P and survey instruments and setting outworks, including verification of line, dimensions, trial pits and bore holes, where required.
Watch and ward
Traffic management during construction
ix
Expenditure on safeguarding environment
Sundries
Financing Expenditure
Sales/ Turn overtax
Work Insurance/ compensation
17) EXCISE DUTY ON SUPPLIES : In respect of gates, hoists and allied works excise duty is applicable on the value of fabricated components supplied to site. Excise duty is not applicable on erection charges. Further, the excise duty shall not be considered in the rate analysis on material component, as basic material rates are inclusive of excise duty. Therefore, excise duty is considered in the rate analysis only on machinery and labour components required for fabrication of gates and hoists at the central fabrication yard. It is difficult to determine the machinery and labour components separately for fabrication and erection. For the purpose of computation of excise duty to be included in the rate analysis the machinery and labour components may apportioned at 75 % for central fabrication yard and 25 % for field erection and commissioning. Therefore, 75 % of the machinery and labour components may be considered for assessing the extent of excise duty to be added in the rate analysis. 18) DEWATERING & DESILTING: The High level committee considering the local conditions of rainfall / seepage has recommended towards de-watering and de-silting at
3 percent
on the
relevant work component for which dewatering is required. It is also proposed as per CWC guidelines, to keep a condition in the agreements shall be incorporated, to fix a ceiling of 5% in extreme cases,with the specific approval of chief engineer/Government. 19) Computerization Of Data :
x
A software program is developed by the SPI Unit(Irrigation), which facilitates automatic changes and generation of unit rates, based on basic input rates of Labour, materials and capital cost of machinery.
A soft ware tool is also developed for auto preparation of estimates based on in put quantities.
Other Departments are also advised to develop such program.
20) For each chapter separate additional details are incorporated for clarity.
USER GUIDELINES OF REVISED STANDARD DATA 1. Please select the item of work, as given in Index Code, and view the relevant data.
2. The common data items like, lead, lift, conveyance and manual excavation (without involving contracting agencies) is applicable to all Departments (volume-1)
3. The departments have to adopt the relevant data from other Departments, if such works are executed by them.
4. The unit rate /hire charges, of machinery not covered in the Irrigation data, the MORTH data may be taken with the approval of Board of Chief Engineers.
5. For “Drinking water Supply works”(PART-IV), the data incorporated is generally applicable only for manual means of execution. The rates deploying machinery have to be worked out by the Board of Chief engineers and approved for adoption.
xi
ROLE OF CENTRAL COMPETENT AGENCY FOR SCHEDULE OF RATES ( BOARD OF CHIEF ENGINEERS)
a)
The Board Of Chief Engineers under the chairman ship of Engineer-inchief, (administration) I&CAD Department is the competent authority to finalise and recommend the Schedule of Rates applicable for all engineering Departments. The board has to assess and incorporate only the three basic inputs required to generate unit work item rates as below.
Basic rates of labour: Wages of labour commonly required in execution of works has to be arrived and incorporated in the schedule of rates ( Basic Input Of Labour Wages), without adding extra towards area allowances ( like municipality allowance, tribal area and ghat road allowances etc, which shall be added to the rates where applicable in the form of separate percentage as explained in the preceeding paras. The rates shall be the prevailing daily rates in the State and shall not be less than the minimum wages fixed by the Government from time to time.
Materials rates: The basic input material rates common to all departmental works are listed out and incorporated (in the chapter “Basic inputs”) The material specifications adopted shall confirm to Standards published by the BIS. The Prevailing market rates for all basic input materials shall be obtained from the major commercial centers near the project areas. Average of the rates, ignoring freak rates, shall be reckoned as the prevailing market rate. Unless otherwise specified, all material rates shall be inclusive of all taxes, duties, levies, royalty, transportation and handling costs up to project area. For sand, gravel , murrum, stones , aggregates etc, the rates are
xii
for delivery at Quarry including seigniorage, loading charges and idle hire charges. For steel, Cement, AC sheets, GI sheets, Hume pipes, wood and stone slabs, the rates prevailing at major commercial centre near project area has to be adopted. Use rate of machinery: The third parameter for incorporation in the Basic Inputs, is the use rate of machinery. To arrive at the use rate of machinery, the inputs to be incorporated are
The list and capital cost of machinery required to be used in the construction activity, The rate has to be obtained from major manufacturers and outlet sources and the rate shall be the current market price inclusive of all taxes, duties and freight charges.
The prevailing fuel charges of petrol and diesel are ascertained and average rate adopted
Borrow rate of interest as fixed by the Government/competent authority be indicated.
For the other machinery not covered by the list, the R&B and other users may adopt hire charges as recommended by the MORTH
b)
The Chairman, Board of Chief Engineers or competent authority appointed by the Government, based on the approved basic inputs, load the above three basic parameters in the software program. The unit rate of all works including hire charges of all machinery will be generated automatically for adoption.
He shall communicate the uniform Schedule of rates arrived from Standard Data, to all users for uniform and direct adoption in all infrastructure Departments, as applicable
xiii
BASIC APPROACH AND GENERAL CONDITIONS – ROADS AND BRIDGES
BASIC APPROACH AND GENERAL CONDITIONS AND ASSUMPTIONS FOR THE PREPARATION OF STANDARD DATA ON ROADS AND BRIDGES The basic approach for the preparation of Standard Data for Roads and Bridges is indicated as under: 1.
Description of Items The description of items is given briefly and linked with the relevant Sections and Clauses of the Ministry of Rural Development (MORD) Specifications for Rural Roads 2004 / MORTH Specifications (Fourth Revision 2001) referred as Technical Specifications in the description of items, wherever feasible, which may be referred for detailed description, provisions and interpretation.
2.
Use of Machinery 2.1. Due to mechanization of construction work inputs for various items have been indicated using mechanical means. However, manual means have also been provided for certain cases, where areas may be inaccessible for machines or quantum of work may not be large enough to justify use of machines. Medium in put of Machinery is also proposed, where ever required. 2.2. For rolling, use of static roller / vibratory / pneumatic tyre roller has been considered wherever required as per provisions of Specifications. However alternatively vibratory roller also proposed.
3.
Working Conditions 3.1. The inputs for the Data have been analysed for average working conditions prevailing in the state. 3.2. Average achievable outputs of machinery and labour have been considered taking into account the job and management factors. 3.3. Since, the outputs of machinery and labour reduces substantially in hilly areas as the altitude increases, reduced outputs have been considered for hilly areas as indicated in the Preamble of Chapter 8.
4.
Overheads This is assumed to include interalia the following elements: i.
Site accommodation, setting up plant, access road, water supply, electricity and general site arrangements
ii. Office furniture, equipment and communications iii. Provision towards expenditure on: (a) (b) (c)
Corporate office of contractor Site supervision Documentation and "as built" drawings
iv. Mobilisation / de-mobilisation of resources
.
v. Labour camps with minimum amenities required as per labour laws and transportation to work sites vi. Light vehicles for site supervision including administrative and managerial requirements vii. Setting up of Laboratories for quality control, field and laboratory testing for control of quality of various items of work and documentation of test results as per requirement of the MORTH / MORD Specifications.
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BASIC APPROACH AND GENERAL CONDITIONS – ROADS AND BRIDGES
viii. Minor T&P including vibrators for concrete work and survey instruments and setting outworks, including verification of line, dimensions, taking trial pits and bore holes, where required. ix. Watch and ward x. Arrangement for Traffic and Traffic Management during construction. xi. Provision towards safeguarding environment xii. Sundries xiii. Financing expenditure of the Contractor xiv. Sales/Turnover Tax / VAT at 4% xv. Work Insurance / compensation. 5.
Contractor's Profit It is considered to allow 18% towards overheads (Item No. 4) & contractor profits put together which includes various items recommended in Item 4 above. This includes 4% VAT which should be exhibited separately. In agreements it should be mentioned that it will be reimbursed as per actuals.
6.
General 6.1.
The Section and Clause numbers refer to the MORD Specifications for Rural Roads 2004 / MORTH as the case may be.
6.2. Additional assumptions made for analysing different items have been indicated in respective Chapters in the form of Preamble and notes/footnotes wherever required. 6.3. For some of the items, certain size/specifications have been assumed. If size/specifications other than the same are adopted, corresponding modifications may be made in the inputs of analysis. 6.4. While presenting the Data some items, the quantities of sub-items involved in that analysis, like, excavation for foundation, foundation concrete, masonry work, painting, lettering, etc. have been given. For required inputs of such sub-items, reference may be made to relevant Chapters dealing with the sub-items. 6.5. The sources of all materials and samples of materials are required to be approved by the Engineer before start of any work. 6.6.
For reinforcing steel both HYSD and TMT bars conforming to IS: 1786 have been considered.
6.7. For pipe culverts both NP3 and NP4 pipes have been considered. 6.8. The Data include inputs for testing of soil, materials and works. 6.9. The use of surface by construction vehicles shall be governed by Clause 117 of MORD / 119 of MORTH Specifications. 6.10. The contractor shall arrange to provide and maintain an adequate equipped field laboratory as per Clause 119 of MORD / 121 of MORTH. 6.11. Quality control of works shall be governed by the relevant MORD / MORTH Specifications. 6.12. Sundries to cater for unforeseen contingency and miscellaneous items have been added in the overhead charges. 6.13. Arrangement for traffic during construction shall be as per Clause 112 of MORTH / 111 of MORD specifications for Road & Bridge Works.
258
BASIC APPROACH AND GENERAL CONDITIONS – ROADS AND BRIDGES 6.14. The various activities of works shall also be documented photographs and video cassettes as per Clauses 125 & 126 of MORTH / 118 MORD Specifications. 6.15. The classification of Soil shall be as per preamble in Chapter 3 (Earth Work). 6.16. The earth excavated from foundations has been considered to be backfilled and balance utilized locally for road work except in the case of marshy soil. 6.17. The Data for removal of unsuitable soil does not provide for replacement by suitable soil which will have to be paid separately. 6.18. Items for hilly terrain have been analysed separately. 6.19. The rates for rigid, semi-rigid and flexible crash barriers have been analysed in Chapter 10. 6.20. The coarse and fine aggregates shall conform to IS : 383. 6.21. Work in Urban Roads The inputs for earth work in urban roads inhabited area will be comparatively higher due to following reasons: a)
There is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of working time which may be in the range of 10 15 per cent
b)
There is considerable disruption of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of manpower and machines is substantially reduced due to factors mentioned above.
c)
Cost of living in urban areas is comparatively more resulting into higher wages.
d)
At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special transport for working parties due to odd hour In the light of above, the authorities engaged in preparing the Data cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual conditions in specific cases will have to give in justification.
7.
Basic Inputs 7.1. The Standard Data Book is based on the requirements of basic inputs of materials, labour and machineries for various items. 7.2. The rates for labour, material and usage charges of machinery for the area where the project is located are to be ascertained from local authorities/enquiries to prepare Schedule of Rates for the area. 7.3. The basic rates of materials, such as, stone boulders, stone for masonry, stone ballast, stone dust, moorum, gravel, lime, manure, sludge, quarry sweep, kankar, bricks, brick ballast, crushed slag, etc. at quarry / crusher sites shall be fixed by the Board of Chief Engineers yearly (effective from 1st June to 31st May). However, the basic rate of materials hand broken / machine broken, crushed aggregates shall be based on Analysis in Chapter 1 of Roads and Bridges. 7.4.
The cost of materials should include the cost at source and the cost of their carriage (as per Schedule of rates arrived in Chapter 1 for conveyance, loading and unloading charges) upto the work site.
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BASIC APPROACH AND GENERAL CONDITIONS – ROADS AND BRIDGES
8.
Plants and Equipment 8.1. Keeping in view the job and managerial factors and the age factor of machines, the output of plant and equipment is taken approximately 70 per cent of the rated capacity given by manufacturer under ideal conditions. 8.2. A dozer is proposed for excavation where cutting and filling for the roadways is within 100m. For longer leads, a combination of hydrolic excavator and tipper is proposed. 8.3. The requirement of machinery has been worked out assuming working period of 6 hours per shift of 8 hours. 8.4. Certain equipment, like, road rollers, are required to be available at site for complete period of the shift, though from the consideration of their output, they may be required only for 3 to 4 hours. This is necessitated to match with the output of other associated machines, like, HMP, Pavers, etc. In such cases, the hire charges of road rollers have been multiplied with a factor of 0.65 to account for the idle period wherever considered appropriate. 8.5. Though electrically operated equipment, like, concrete mixers and vibrators have been provided, diesel operated equipment can be used where electricity is not available. 8.6. Wherever electric generator has not been provided to run a plant or equipment, it is assumed that it is fitted with a diesel engine. 8.7. For small jobs where loading and unloading is required to be done manually, tractortrolley has been considered for carriage instead of tipper. 8.8. Output of plant/equipment is considered for the compacted quantities. 8.9. A water tanker of 6 kl capacity which is commonly used at construction sites has been considered. 8.10. The usage charges for machines include ownership charges, cost of repair and maintenance including replacement of tyres and running and operating charges which includes crew, fuel and lubricants. The hire charges shall be worked out based on the Guidelines issued CWC for machinery covered in CWC Guidelines. For other machinery, MORTH Guidelines shall be followed.
9.
Labour 9.1 The labour wages should be as per rates fixed by the Board of Chief Engineers keeping the minimum wages fixed as per Minimum Wages Act. 9.2 Skilled labour include mason, carpenter, blacksmith, mechanics and other trades.
10.
Materials 10.1. Quantities of materials considered in the rate analysis are approximate for the purpose of estimation and include normal wastages. Actual consumption would depend on mix design. 10.2. The rates of material should include basic cost at locations of stone crushers/factory/rail head and cost of its carriage to the site of work/plant including loading, unloading and stacking. 10.3. The supply of materials will be taken either at the location of mixing plant or at the work site as per requirement of use. 10.4. Contractor will make his own arrangements for borrowing earth. However, compensation for earth taken from private land has to be included in the rate analysis for construction of embankment / sub-grade with borrowed earth. 10.5. Credit for Dismantled Material: The dismantled materials should be examined and a realistic assessment made for credit for such materials, which can be utilized for works or auctioned. 10.6. The basic rates should include all octroi charges, toll tax, sale tax, VAT, municipal taxes and other local taxes, etc. 10.7. The specifications of materials shall be governed by section 1000 of MORTH specifications
260
BASIC APPROACH AND GENERAL CONDITIONS – ROADS AND BRIDGES for Roads and Bridge works / relevant Specifications for rural Roads (MORD). 11. Carriage of Materials 11.1 The unit for vehicle for carriage has been taken as under : a) In hours where lead is defined including time required for loading and unloading. b) In tonne – km where lead is variable. The loading and unloading for such cases have been provided separately. 11.2 Where the quantity of material to be transported is small such as dismantled materials and the same are required to be loaded manually, provision of tractor – trolley has been made instead of tipper. 12. Items of Culverts Items in Chapters 11, 12 & 13 on Foundation, Substructure and Superstructure cover both minor bridge works as well as slab culverts as per Section 1200 of MORD Specifications. Items of Pipe Culverts are, however, covered separately in Chapter 9. 13. Bridges Items in Chapters 11, 12 & 13 on Foundation, Substructure and Superstructure cover both minor and major bridge works including well sinking, protection bunds and PSC Structures as per relevant sections 1500 to 2700 of MORTH Specifications. (i) Bridge bearing and expansion joints are readymade items commercially produced by specialized firms and in certain cases using imported technology and parts. The rates of these, items are to be obtained directly from different manufacturers approved by the Ministry (MORTH) and shall be adopted after comparison. (ii) Normal method of curing has been covered in the schedule. Analysis for steam curing has been included in the analysis of pre-cast concrete PSC beams. (iii) The testing of materials and finished items of work is covered under overhead charges. (iv) Traffic arrangements during construction are covered under overhead charges. (v) In the items for well foundation, provision for nominal island/temporary protection, deep islands/cofferdams with wooden ballies and sheet piles has been made. (vi) For innovative type of structures like cable stayed bridges, suspension bridges, arch bridges, bow string girder bridges, erected by innovative techniques where errection stage is as important as the construction of bridge components in terms of input of machinery, manpower and materials, special analysis is called for. (vii) For some of the items, certain size/specifications have been assumed. If size/specifications other than the same are adopted, corresponding modifications may be made in the inputs of analysis. (viii) The items do not cover all components of bridge projects for all situations. There may be specialized items for specific cases, which need to be analysed keeping in view the basic approach. Guide Bund (ix) The items for the guide bund are excavation, embankment and protection works. The required inputs for these items may be taken from the respective chapters. (x)
In case bridge construction works are to be done on wide and deep water channels in major rivers or in sea creeks etc., provision of floating barrages etc. for taking the construction materials and equipments inside water shall also be made separately.
(xi) Analysis for sinking of wells cover diameters from 6 m to 12 and Twin D Type of size 12 m x 6 m. For other shapes like rectangular or any other size, the inputs of sinking may be worked out on pro-rata basis. (xii) The lift for casting of concrete in well steining may be 2 to 2.5 m restricting the free fall of concrete to
261
BASIC APPROACH AND GENERAL CONDITIONS – ROADS AND BRIDGES 1.5 m and concreting layer to 450 mm. 14. Concrete Items 14.1. For concrete work, the grades of concrete covered by the Data Book in accordance with MORD / MORTH Specifications are: i) PCC M15 grade to M25 for structures (For lean concrete under foundation, M10 can be used). ii) RCC grade M20, M25 and M30 for structures. iii) Design mix concrete - M25 and M30 for concrete pavement. 14.2. The Data accounts for input of materials by weight and use of ordinary mixer and as well as using Batching Plant, Transit Mixer and Concrete Pump. 14.3. Use of vibrators for all concreting work has been included in the items. 14.4. Ten per cent extra cement may be provided for concreting under water, where required. 14.5. Quantities of cement in various grades of cement concrete are to be as per nominal mix/design mix. Grade of cement may also be adopted as per mix design. 14.6. Quantities of cement in various grades of cement concrete for structures have been taken as per IRC:21:2000&IRC:78:2000. 14.7. Steel reinforcement for cement concrete work is required to be provided separately unless otherwise specified in the item. The Data for the same has been indicated separately. 14.8. As per the MORD Specifications, the type of superstructure envisaged for rural roads are RCC slabs and box culverts not exceeding 15 m span as well brick/stone masonry arches and composite girder type of superstructure. RCC arches provided for in IRC:SP:20 have also been analysed. 15.
Measurement and Rates 15.1. Measurement of various items and their units shall be as defined in the respective Clauses of MORD / MORTH Specifications. 15.2. The rates for various items of work shall include all sub items defined in the respective Clauses of MORD / MORTH Specifications.
16.
Privileged Document The Standard Data Book is for Department use only. It should not be produced in any court of law as reference/ authority and to that extent it is a privileged document.
262
RBR-LUCC
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER-1 LOADING, UNLOADING, CARRIAGE, CRUSHING OF MATERIALS AND SETTING OUT 1. The Data for loading and unloading of various items includes stacking. 2. The Data for loading and unloading has been given both by manual and mechanical means. Means of loading/unloading appropriate to the work and site is to be adopted. 3. The Data for haulage of materials has been made in terms of tonne - kilometre (t.km) for ease of adoption depending upon the lead in km and load in tonnes. 4. The cost of carriage will vary depending upon the riding surface of the road. Provision has been made accordingly considering surfaced roads, unsurfaced gravel roads and katcha tracks. 5. Analysis for carriage of materials is exclusive of the loading, unloading and stacking and this has to be added as applicable. 6. Carriage of materials if done by boats shall be paid at the same rates as given for carriage of materials by road. 7. The provision of tipper has been made in hours where lead is known like disposal of the materials upto1000 m. In case where lead is variable like carriage of hot mix or concrete mix from plants or earth from borrow areas, provision has been made in terms of tonne-kilometer (t-km), which can be adopted as per actual conditions. 8. Provision has been made for a tractor trolley instead of tipper where dismantled materials of sorts or material having more volume as compared with weight are required to be transported. This arrangement will be economical. 9. The cost of carriage will vary depending upon the riding surface of the road. Provision has accordingly been made considering surface roads, unsurfaced graveled roads and katcha tracks. 10. Analysis for loading has been done both for manual and mechanical means for adoption as per actual situations. 11. Where loading is done by mechanical plant like HMP or batching plant and there is automatic loading in tippers, provision of loading and un-loading has been made at rate of 10 per cent of cost of carriage to account for time taken by the tipper for getting loaded at the plant and un-loading in the paver or otherwise at site. 12. Although the market rates for supply of aggregates at site are generally taken for estimation purpose, rate for crushing of aggregate have also been analysed as most of the contractors prefer to crush their own aggregates in case of large projects exceeding Rs.50 crores in value. 13. The cost of material shall be evaluated considering the cost at crushing plants and cost of carriage including loading and unloading or the rates for supply at site depending upon system being followed at particular locations. These rates should be compared with the rates for own crushing and carriage by the construction agency.
263
RBR-STCL
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 2 SITE CLEARANCE 1. Unless otherwise stated, the Data for sorting and disposal of unserviceable material and stacking of serviceable material with all lifts and upto a lead of 1000 m. 2. The Data include Specification and utilization of Tools & Plants (T&P) and scaffolding required for items of dismantling. 3. Carriage of dismantled materials, bushes, branches of tree, etc. has been catered with a tractor-trolley of 3 tonnes capacity with manual loading and unloading @ 2 trips per hour within a lead of 1000 m. This will be economical for such works as compared with a tipper. 4. For cutting of trees above 1800 mm girth, 4 mazdoors have been considered to cater for large size trees, which will fall in this category. 5. Where only grass wild growth is met with, rate of item No.2.1, i.e., clearing grass and removal of rubbish can be applied. 6. The dismantling of structures has been catered both by manual and mechanical means. The Engineer can use his discretion depending upon quantum of work and particular site conditions. 7. Data for removing of stumps and roots has also been provided separately. 8. Dismantling of Hume pipes has been catered manually as pipes can be easily rolled by men to a suitable stacking place within the right-of-way. 9. For dismantling of structures, which remain submerged in water, the inputs may be enhanced by 50 per cent. If site conditions warrant lowering of water level to facilitate dismantling, the inputs may be enhanced by additional 25 per cent. 10. Dismantling of utilities, like, water supply lines, electric and telephone lines is required to be done under the supervision of concerned departments with prior information to the user public. 11. In certain items of dismantling, like, pipe culverts, utilities, etc. excavation in earth and dismantling of masonry works is not included in this analysis for which suitable notes have been inserted in respective Chapters. These items are required to be estimated based on actual quantities at site and nature of work. 12. The dismantled materials should be examined and a realistic assessment and provision should be made after due process for the salvage value for such materials, which can be utilized for works or auctioned. 13. In case where lead for disposal is more than 1000 m, extra provision for carriage is required to be added based on tonne-kilometerage as per Chapter 1. 14. All minor Tools & Plants (T&P) items required for dismantling have been considered to have been included in overhead charges. 15. For dismantling of utility services like water pipe lines, electric and telephone lines, prior intimation should be given to users.
277
RBR-EECD
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 3 EARTHWORK, EROSION CONTROL AND DRAINAGE 1. The Data is given using mechanical means. Manual means for certain items have also been provided which can be used for areas inaccessible to machines and also for small jobs. 2. While indicating the Data for earthwork, compacted volume of earth has been considered. 3. Cutting of earth by dozer has been proposed where the cut earth can be utilized for filling for embankment within a lead upto 100 m. 4. Where lead for transporting of earth is more than 100 m, excavator and tipper have been provided. 5. The Data caters for disposal of unsuitable soil only upto a distance of 1 km. Necessary provision for transportation beyond the initial lead of 1 km will be made separately based on tonne kilometerage. 6. The replacement of unsuitable soil by suitable soil shall be provided separately in the estimate. The Data for removal of unsuitable soil does not provide for replacement by suitable soil. 7. In cases where embankment is constructed with earth taken from roadway, the cost of depositing the earth at the site of embankment is already included in the disposal of excavated earth and, therefore, the input of dozer for spreading earth can be deleted. 8. For narrow and restricted areas, plate compactor has been proposed for compaction to achieve the desired density. 9. In case excavated rock is found suitable for incorporation in works, suitable credit for the available rock shall be given. 10. For excavation of structures refer to Chapter 11 dealing with items of Foundation. 11. The possibility of using the blasted rock fragments for backfilling behind structures or backfilling of foundation pits or filling in medians/separators or use in service road shall be examined before proposing disposal of excavated rock. 12. For inhabited areas, controlled blasting with limited provision of explosives has been made. This involves smaller drill holes and additional requirement of electric detonators. Provision has been made accordingly. 13. Any work involved for crossing of water courses for irrigation purpose, etc. will be assessed under respective items, like, excavation, grubbing, clearing, etc. for which rate analysis have separately been made. 14. Earth excavated from drains can be used in roadway berms. Hence carriage for disposal of same is not provided. 15. In case of rock fill embankment, it is assumed that material is available at site from rock cutting. 16. For widening of existing pavement less than 1.8 m, the rates for all items of this Chapter may be increased by 30 per cent. 17. For small jobs where loading and unloading is required to be done manually, tractor- trolley has been proposed for carriage instead of a tipper. 18. For small jobs where loading and unloading is required to be done manually, tractor- trolley has been proposed for carriage instead of a tipper. 19. 'L' represents lead in km one way. This will vary from project-to-project and is required to be ascertained at site at the time of estimation. 293
RBR-EECD
20. In the rate analyses of some items, the quantities of sub-items involved in that analyses, like, excavation for foundation, foundation concrete, painting, lettering, etc. have been given. The rates for such items shall be taken from relevant chapters where the same have already been analysed. 21. The item of preparation and surface treatment of formation (Clause 310) is required to be added in the cost estimate only if there is substantial time lag between completion of sub-grade and laying of sub-base. As this item is incidental to works, it is not required to be included in BOQ. 22. The items filling behind abutments and wing wall and provision of filter media has been included in Chapter-15. CLASSIFICATION OF EXCAVATED MATERIAL CLASSIFICATION : All materials involved in excavation shall be classified by the Engineer as per Specification No 302.2.1 of MORD / MORTH , as under : (a) Soil (b) Ordinary Rock (not requiring blasting) (c) Hard Rock i.
requiring blasting
ii. controlled blasting iii. removable for chiseling etc., (blasting prohibited) (d) Marshy Soil Further details pertaining to the above Classification are provided below : (a) Soil This shall comprise topsoil, turf, sand, silt, clay, mud, peat, black cotton soil, soft shale or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick, shade and / or shovel, rake or other ordinary digging implement. Removal of gravel or any other nodular material having dimension in any one direction not exceeding 75 mm occurring in such strata shall be deemed to be covered under this category. (b) Ordinary Rock (not requiring blasting) This shall include :
294
(i)
rock types such as laterites, shales and conglomerates, varieties of limestone and sandstone, etc., which may be quarry or split with crow bars, also including any rock which in dry state may be hard, requiring blasting but which, when wet, becomes soft and manageable by means other than blasting.
(ii)
macadam surfaces such as water bound and bitumen / tar bound; soiling of roads, paths, etc., and hard core; compact moorum or stabilized soil requiring grafting tool or pick or both and shovel, closely applied; gravel and cobble stone having maximum dimension in any one direction between 75 mm and 300 mm;
(iii)
lime concrete, stone masonry in lime mortar and brick in lime / cement mortar below ground level, reinforced cement concrete which may be broken – up with crow bars or picks and stone masonry in cement mortar below ground level; and
(iv)
boulders which do not require blasting having maximum dimension in any direction of more than 300 mm, found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin.
RBR-EECD
(c) Hard Rock i & ii. Requiring Blasting & Controlled Blasting : This shall comprise :
any rock or cement concrete for the excavation of which the use of mechanical plant and / or blasting is required;
reinforced cement concrete (reinforcement cut through but not separated from the concrete) below ground level; and
boulders requiring blasting.
iii. Removable for Chiseling etc., (blasting prohibited) Hard Rock requiring blasting as described under (c) but where blasting is prohibited for any reason and excavation has to be carried out by chiseling, wedging or any other agreed method. (d) Marshy Soil This shall include soils like soft clays and peats excavated below the original ground level of marshes and swamps and soils excavated from other areas requiring continuous pumping or bailing out of water. General : The classification of excavated material shall be decided by the Engineer and his decision shall be final and binding on the Contractor. Merely the use of explosives in excavation will not be considered as a reason for higher classification until blasting is clearly necessary in the opinion of the Engineer.
295
RBR-SBBS
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 4 GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS 1. Quantities of materials provided are approximate and are meant for the purpose of estimating only. Actual quantities shallbe as per mix design. 2. For construction of sub-base, two alternatives as under have been provided. a.
Mix in place method
b.
Plant mix method
3. Construction of shoulders: - Earthen, Hard and Paved shoulders have been considered, the rates applicable are for subgrade, sub-base and different layers of pavement respectively. 4. In the case of improvement of subgrade with lime stabilization, soil is assumed to be available at the site and has not been provided for. Only lime has been catered. In the case of lime stabilization of subbase, soil has been provided to form the sub-base. 5. While providing for the rate of materials, SS Rates shall be applied in RMR keeping in view the location of crushing plants / quarries and lead involved. 6. The quantities considered in the output are the compacted quantities. The quantities of aggregates provided in the rate analysis under the head material are the uncompacted quantities. 7. In the case of medians, separators and footpaths, plate compactor has been catered for compaction due to restricted space 8. It has been assumed in the case of crushed cement concrete sub-base/base that during the process of dismantling, 25 per cent of aggregates will get segregated and only the remaining will have to be broken / crushed from dismantled concrete slab portions. Transportation of materials has been catered from place of dismantling to work site. In case, site is the same, transportation cost can be deleted. 9. Separate rate for penetration coat over top layer of crushed cement concrete base has been provided, as this item is optional
314
RBR-BASC
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 5 BASES AND SURFACE COURSES (BITUMINOUS) 1. Various alternatives for machines and materials have been provided. The one that suits a particular situation and design may be adopted. 2. The outputs considered for construction equipment are for compacted quantities of relevant items and not for loose quantities. 3. In case of prime coat and tack coat, average quantities of binder indicated in specifications have been taken in MORD Specification items. In case of prime coat and tack coat, minimum quantities of binder indicated in specifications have been taken in MORTH Specification Items. Adjustment, plus or minus, can be made for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials. 4. Tack coat and prime coat, wherever provided, are required to be measured and paid separately. 5. Cleaning of surface is a part of the item of prime coat and tack coat. As such cleaning of surface has not been provided for bituminous courses as the same is already catered in prime/tack coat. However, for those cases where such coats are not required to be done, cleaning of surface shall be included and paid. 6. It is presumed that tack coat, where required, will be provided immediately preceding the bituminous layer. 7. Rolling of bituminous courses is required to be done as per Clause 504.3.6 of MORD / MORTH Specifications. Provision in the analysis has been made accordingly. It has been observed during actual practice at work sites, that the availability of road roller is generally inadequate. As compaction is the key to good construction, this point is being specifically highlighted to ensure that adequate number of road rollers as per provision in the rate analysis are deployed at site. 8. Spreading of bituminous materials shall be done by mechanical means except in areas where a mechanical paver cannot have access. 9. Hot Mazdoor is the one who work for Bitumen heating/spreading or spreading of hot bituminous mix. He will be paid the same wages. However, he will be provided safety kits containing normally gumboots, hand gloves, dark goggles, barnol, country soap, coconut oil, tarring outfits, etc. For this purpose, additional 0.5 per cent sundries have to be provided in the analysis of rates in addition to the normal sundries covered by overheads. 10. Where the proposed aggregates fail to pass the stripping value test, an approved adhesion agent shall be added to the binder as per Technical Specification Clause 507.2.4, with the approval of the Engineer and cost of the adhesion agent shall be added under the subhead of materials. 11. The Factor for usage of rollers has been taken as 0.65 in case of Bituminous Macadam only. 12. Rate analysis has been given separately using various types of bitumen, i.e., penetrations grade S90, S65, Polymer Modified Bitumen and Natural Rubber Modified Bitumen to facilitate preparation of Standard Schedule of Rates. 13. The source of ail materials to be used on the project must be tested and expressly approved by the Engineer, Road Works : 5-Bases and Surface Course (Bituminous). 14. Quantities of materials taken in the analyses are for the purpose of cost estimate only. The actual 349
RBR-BASC
quantity shall be as per job mix formula. 15. Choice of grade of bitumen shall be made as per the guidelines given in Appendix-4 of MoRT&H Specifications. 16. The specification and requirements for modified binder with various type of modifiers have been laid down in Clause 521 of MoRT&H Specifications and IRC: SP:53-2002 which shall be followed. 17. The guidelines given vide Annexure - A to Clause 501 of MoRT&H Specifications in regard to protection of environment shall be followed for a particular situation. 18. The quantities taken as output of the item in the rate analysis are the compacted quantities and the quantities of aggregates taken under the head 'material' are the un-compacted quantities for the procurement purposes. 19. The approximate proportions by weight of different aggregates and bitumen (or by volume in unavoidable cases) necessary to produce the intended mix satisfying the job requirements and meeting the designated specifications are for estimating purpose only. The actual quantities should be worked out on the basis of job mix formula adopted for the job after working out the same in the laboratory for particular aggregates and bitumen approved by the Engineer.
350
RBR-CCPV
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 6 CEMENT CONCRETE PAVEMENT 1. Use of cement concrete pavement for rural roads is likely to be limited to small stretches. These will, therefore, have to be constructed without use of heavy equipment, like, high capacity batching / mixing plant and slip form pavers. Accordingly, the rate analysis is based on concrete mixer of suitable capacity with weigh batcher, fixed side forms and screed plate and needle vibrators. High capacity batch mix plants of 75 cum/hour (effective output) has been considered in the rate analysis of cement concrete pavement works for MORTH Specification Items. 2. While tippers have been provided for transportation of dry lean cement concrete and rolled cement concrete, transit truck mixers have been considered for the cement concrete pavement. 3. Cement 43 grade has been catered for the cement concrete pavement i.e., for pavement quality concrete to get higher strength. However, for dry lean concrete, cement of 33 grade may be preferred. 4. While a slip form paver has been catered for the top layer of concrete pavement, a mechanical paver has been provided for dry lean and rolled cement concrete. 5. The letter 'L' represents lead in km one way. This will vary from project to project and is required to be ascertained at site to provide for the cost of carriage of the mix to the work site. 6. Provision of Plasticizer admixture to improve workability with reduced water cement ratio has been made. 7. The rates of materials to be taken in the analysis are at site. The concrete mixer placement is also assured close to the site of work so that transporting and placement of concrete can be done by labour alone. 8. Quantities of materials provided in the rate analysis are for the estimate purpose. Exact quantity of materials will be determined from the job mix formula. 9. The rates of earthwork, subgrade and sub-base may be adopted from Chapters 3 and 4 as appropriate.
412
RBR-CWSB
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 7 CAUSEWAY AND SUBMERSIBLE BRIDGES 1. The quantities of various items may be worked out from the design and drawings. 2. Rate analysis of various items involved in the construction of concrete causeway may be taken from relevant Chapters. 3. RCC Hume Pipes of NP-3 and NP-4 (non-pressure types) have been considered in the analysis. 4. Rate analysis for items of submersible bridges may be based on the respective items of Chapters 11, 12 and 13 dealing with bridges. Rates for guide posts may be taken from Chapter 8. 5. Rate analysis of item of river training and protection works may be based on the respective items in Chapter 14 (Protection Works).
422
RBR-HLRD
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 8 HILL ROADS 1. The Chapter covers only the analysis of rates for items which are peculiar to hill roads. For other items, reference may be made to relevant Chapters and analysis modified as suggested in note 2 below. 2. Extra Provision for High Altitude Areas. Considering the loss of output of men and machines above 2100 m altitude, the following percentage addition to cost of manpower and usage rates of machines may be considered in the analysis of rates given in various Chapters.
Altitude in m
% of the value in Manpower to be added to rates
% of the value in Machine to be added to rates
2100 to 2400
7%
3%
2401 to 2700
15%
6%
2701 to 3000
25%
9%
3001 to 3300
32%
12%
3301 to 3600
48%
15%
3601 to 3900
66%
18%
3901 to 4200
86%
21%
4201 to 4500
108%
24%
4501 to 4800
132%
27%
4801 to 5100
186%
30%
The above provisions are based on the report of Defence Institute of Physiology and Allied Sciences / Delhi Cantt. regarding quantitative reduction in the physical work capacity of individuals working in high altitude areas and the recommendation of the Committee on Cost of Construction set-up by Border Roads Development Board for reduction in output of machines while working in high altitudes. The figures are adopted from 'Standard Schedule of Rates' of BRO as applicable to high altitude areas, 3. The above addition is also to be applied on the analysis of rates for items provided in this Chapter. 4. In case of hill roads, the cut earth can be pushed down the valley in case there is no objection. In that case, cost of disposal is not required to be provided. 5. In case of high altitudes areas above 2100 m, the percentage addition to the cost of manpower and usage rates of machines are required to be made as per the Table given on next page.
424
RBR-PCVT
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 9 PIPE CULVERTS 1. Pipe culverts of sizes 750 mm, 1000 mm and 1200 mm dia in single row and double row which are generally used on roads, have been included. Providing and laying of pipe has been included in the rate analysis. Items of auxiliary works such as excavation, bedding, backfilling, concrete and masonry be analysed, as provided under the respective sections and paid for separately. 2. Analysis has been given separately for NP3 and NP4 pipes for ease of adoption. 3. In case of RCC culverts, rates for various items of work involved such as excavation, backfilling, masonry, cement concrete etc. have been provided under respective clauses in the chapters on foundations, sub-structures, super-structures and river training and protection works in bridge section of this book. 4. The choice between first class bedding and cement cradle bedding will depend on particular situations and the approved design. 5. Cost of any river training and protection work like stone pitching, apron, curtain wall etc. may be analysed under the respective item included in Chapter 14. 6. The joining of pipes is proposed by collar joints. 7. Chain & pulley for lifting the pipes is considered part of overheads. 8. The thickness of first class bedding has been taken as 150 mm. The height of bedding has been taken as 1/10th of overall height of pipe in the analysis. This may be modified as per thickness indicated into approved drawing. 9. Backfilling upto 300 mm above top of the pipe shall be carefully done and the soil thoroughly rammed, tamped or vibrated in layers not exceeding 150 mm. 10. Head walls and other ancillary works shall be costed under respective clauses. 11. The height of filling above the top of pipe shall not be less than 600 mm
434
RBR-TSRA
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 10 TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES 1. Rate analysis for fencing provides for Barbed wire fencing with R.C.C. M 15 grade concrete post. 2. Rate analysis for fencing has been done for two different heights, i.e., 1.20m and 1.80m. Any of these two can be adopted depending upon a particular situation and design. 3. Rate analysis for fencing provides for three types as under : a. Barbed wire fencing b. Welded steel wire fabric with mesh size of 75 x 25 mm c.
Welded steel wire fabric with mesh size of 75 x 50 mm
4. Kerbstone laying and road marking has been provided for laying by mechanical means 5. Backfilling of foundation of boundary pillars has been proposed with stone spalls, tightly packed and compacted. 6. The item pertaining to road traffic signals has not been analysed as this is a specialized work and rates can be obtained from firms having specialisation for design and installation of this work. 7. Two supports have been provided for direction and place identification signs where size is more than 0.9 square metres. Only one support is provided for size upto 0.9 square metres. 8. The traffic signs proposed are of retro- reflectorised types made of encapsulated lens type reflective sheeting fixed over aluminum sheeting and semi-reflective type on M.S. sheet 9. The size and location of traffic signs shall be as per IRC:67. 10. Separate rate analysis has been made for tubular steel railing with RCC posts and MS steel posts. 11. For metal beam crash barrier, a W shaped beam of size 311 x 83 mm flange width made with structural steel corrugated plate 3 mm thick and having a length of 4.5 m has been provided, over a channel post of 150 x 75 x 5 mm with a spacer of channel section 150 x 75 x 5 mm, 330 mm long. 12. Printing of letters and signs on item Nos. 18 to 21 is required to be measured and paid separately. A separate rate analysis for lettering has been prepared and included in this chapter for this purpose. 13. The analysis for rigid, semi-rigid and flexible crash barriers have been included. 14. Provision has been made for a crane for installation of overhead signs. 15. Separate rate analysis have been made for Tubular steel railing with RCC posts and MS steel posts. 16. The organization and financial aspects are required to be finalized in consultation with administrative and traffic authorities 17. The rate for the message display board for gantry mounted variable message sign is required to be ascertained from the market, this being a commercially produced item by specialised firms. 18. The rate analysis for traffic impact attenuators at abutments and piers have been included. 19. In the case of road signs and direction boards, the depth of foundation and quantity of cement concrete provided in the rate analysis are indicative. These may be suitably increased in areas of higher wind velocities, like, coastal areas.
439
RBR-TSRA
20. Ducts for Utility Services Along and Across the Expressway/Highway The running metre cost of duct along the road including inspection chambers (where applicable) or across the road will depend upon the approved design. The various items involved are earthen work, plain cement concrete, brick stone masonry, reinforcement cement concrete, form work, steel reinforcement, laying of pipe line (where duct is of pipe) and cast iron/RCC cover for the inspection chamber. The rate for these items are available under respective clauses which can be applied and running metre cost of duct worked out as per the approved design and drawing for particular situations. In case cast iron cover for the inspection chamber, the rate can be ascertained from the market for the size provided in the design and approved drawings. 21. Noise Barriers Noise barrier can be provided in the form of a brick wall of a suitable height as per the site requirement and approved design. The items involved for the construction of this barrier like earthwork, brick masonry, plain cement concrete, etc. are available in the Data Book, which can be applied to arrive at the cost of noise barrier based on the design adopted. Alternatively, wherever space permits, cluster of trees, shrubs and plants can be grown by the road side 6 m away from the edge of the roadway. This will intercept the annoying sound waves and fumes from road vehicles
440
RBR-FNDN
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER-11 FOUNDATION 1. Excavation for structures has been provided both by manual and mechanical means. The rate relevant to a particular situation may be adopted. 2. The earth excavated from foundation has been proposed to be backfilled and balance quantity utilized for road work locally except for marshy soil where disposal has been provided 3. For excavation in marshy soil, extra provision of labour for filling with carted earth has been provided in a separate item. Cost of carted earth may be worked out separately if the same is not available from the adjoining area. 4. The rock surface for foundations is to be prepared which has been analysed accordingly. 5. In case of rock, excavation has been considered upto a depth of 1500 mm for rock of ultimate crushing strength of 10 Mpa or more, which shall be reckoned as hard rock. 6. Dewatering has been provided in excavation for foundation on percentage basis. In case less dewatering is required or is not required at all for a particular site condition, the same may be reduced/omitted. 7. Mixing of cement concrete has been considered by using concrete mixer with weigh batching facility fitted with water measuring device and batching plant. Alternatively mixing of concrete with Batch Mixing Plant 30/40 cum per hour is proposed. The rate can be adopted depending upon availability of equipment and as approved by the Engineer. 8. Concrete batching plant is generally placed within one km of the bridge site. In case of longer lead, transportation cost may be worked out based on tonne km. 9. The coarse and fine aggregate for cement concrete shall be as per IS:383. 10. Description of items has been given very briefly. Relevant clauses of MORT&H / MORD Specifications may be referred for detailed specification. 11. The Data for well foundation has been included for diameter varying from 6 m to 12 m. Well for twin D type has also been included. 12. Pneumatic sinking is a specialised job. All safety precaution as per 1S:4138 are required to be taken Medical supervision for such works is considered very essential. Depth of pneumatic sinking has been restricted to 30 m below normal water level. 13. Rate analysis for various type of piles like bored cast-in-situ, driven precast RCC pile and driven steel piles of H section have been included. If the steel casing in case of driven pile is required to be retained the same is required to be priced separately. 14. Pile driving rigs including vibratory hammers are assumed to be self contained with power units and necessary accessories required for driving. 15. The quantity of concrete which is required to be stripped off upto a minimum height of 600 mm above the designed top level of the pile has been taken into account in the rate analysis. 16.
The amount required for testing of piles shall be depending upon market situation.
17.
The levelling course below the pile cap is proposed with M 15 grade concrete.
18. Steel reinforcement for cement concrete works are required to be provided separately. The rate for the same has been analysed. 482
RBR-FNDN
19. Appendix-4 of IRC: 78-2000 may be referred regarding precautions to be taken during sinking of wells. 20. In case of blasting during sinking of wells the inner face of the curb is required to be protected with the steel plates of thickness not less than 10 mm upto top level of well curb. For height above top of curb, the thickness of steel plate may be reduced to 6 mm. This extra height of steel lining should be limited to 3 m. 21. The concrete mix used in bottom plug shall have a minimum cement content of 330 kg/cum and a slump of about 150 mm to permit easy flow of concrete through tremie to fill-up all cavities. 22. Necessary safety precautions shall be taken for excavation on open foundations for which guidance may be taken from IS:3764. 23. A levelling course of 100 mm thickness in M 10 (1:3:6) shall be provided before laying open foundations. 24. In the case of open foundation, dewatering shall not be permitted from the time of placing of concrete upto 24 hours after placement. 25. In case of open foundations in rock, the trenches around the footing shall be filled-up with concrete of M 15 grade upto a level of 0.6 m for hard rock and 1.5 m for soft rock above the foundation level. The portion above this may be filled by boulders grouted with cement. 26. When there are two or more compartments in a well, the lower edge of the cutting edge of the middle stems of such wells shall be kept about 300 mm above that of outer stems to prevent rocking. 27. The well curb shall be in RCC of mix not leaner than M 25 grade with minimum steel reinforcement of 72 kg/cum excluding bond rods. 28.
No dewatering shall be carried out within 7 days of casting of bottom plug.
29. In case of cement concrete piles, the minimum grade of concrete shall be M 35 with minimum cement content of 420 kg/cum. 30. The top of the pile shall project 50 mm into the pile cap and reinforcement of pile shall be fully anchored in pile cap. 31. The minimum thickness of pile cap should be atleast 0.6 m or 1.5 times the diameter of the pile whichever is more. 32.
Guidance for piles is to be obtained from IS.2911.
33. Concrete in driven cast-in-situ piles shall be cast upto a minimum height of 600 mm above the designed top level of pile, which shall be stripped off to obtain sound concrete either before final set or after 3 days. 34. The top of the bottom plug shall be atleast 300 mm above top of curb 35. In remote areas, for isolated slab culvert/box culvert upto 2 m span, concrete can be hand mixed in accordance with Clause 806 of MORD Specifications. Therefore, in the analysis, for items of concrete, the alternative of hand mixing has also been considered. 36. Steel reinforcement for cement concrete work is required to be provided separately. The rate for the same has been analysed using HYSD, TMT and MS bars. 37. Necessary safety precautions shall be taken for excavation for open foundation for which guidance may be taken from IS:3764. Cost of shoring and shuttering has been provided on percentage basis, which may be adjusted according to site condition. 38. For brick masonry work, clay fly ash bricks of approved type can be used in accordance with Section 600 of MORD Specifications and rate may be adopted accordingly. 39. Rates of all materials used in the analysis are at site and should include cartage from crusher.
483
RBR-SBST
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 12 SUBSTRUCTURE 1. Although, Substructures are generally constructed in cement concrete, the rate analysis for brick and stone masonry in CM 1:3 have also been included which can be adopted if permitted by design. 2. The cost of formwork will vary with the height and cross-section of the substructure. Provision has been made accordingly. 3. As the higher grade of concrete is costlier, the provision made for formwork on percentage basis has been suitably adjusted to make it compatible with other grades. 4. Filter media and backfilling behind abutment are required to be provided as per guidelines in IRC:78-2000. 5. Bearing shall be set truly level so as to have full and even seating. 6. The bearing should be procured only from those manufacturers who have been pre-qualified by MORTH. 7. For spans in gradient, the soffit shall be made horizontal specially at the supports and the bearing, where provided, shall be placed horizontally. 8. Weep holes shall be provided as per specifications. 9. For electrometric bearings, the concrete surface shall be leveled such that the variation is not more than 1.5 mm from a straight edge placed in any direction across the area. 10. Bridge bearing, being commercial items produced by specialized firms with imported technology and parts, the rates for the same are required to be ascertained from the market for the approved design and technical specifications. 11. The bottoms of girders resting on the bearing shall be plane and truly horizontal. 12. For spans in grade, the bearing shall be placed horizontal by using sole plates for suitably designed RCC pedestals. Note: Nos. 7 to 18 of Chapter 11 will hold good for this Chapter also
548
RBR-SPST
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 13 SUPERSTRUCTURE 1. The rate for wearing coat has been analysed as under in accordance with the provisions of MORD / MORTH Specifications: a)
Cement concrete wearing coat
b)
Ashphaltic concrete wearing coat
c)
Bitumen mastic wearing coat
The item may be selected as per approved design. In case the thickness of wearing coat is different from that analysed, the rate for the desired thickness may be worked out on pro-rata basis. 2. The rate analysis has been done for the following types of railings & parapet, which can be adopted as per approved design: (i)
R.C.C. railing
(ii)
M.S. railing
(iii)
Pipe railing (suitable for submersible bridges)
(iv)
Brick masonry parapet
(v)
Stone masonry parapet
(vi)
P.C.C. parapet
3. As per the MORD Specifications, the type of superstructure envisaged for minor bridges and culverts for rural roads are R.C.C. slabs and box culverts not exceeding 15 m span, rates for which have been analysed. Stone/Brick masonry arches can be adopted where hard strata is available at shallow depth. R.C.C. arches can also be adopted as per IRC:SP:20. Hence rates for these types of arches for span length upto 15 m have been analysed. 4. For composite type of superstructure, comprising of steel beams/built-up sections & R.C.C. deck slab, analysis has been done for steel section separately. 5. For slab culverts and minor bridges of spans not more than 10 m, buried joint/filler joint may be adequate. For relatively longer spans and for highly seismic intensity areas, electrometric slab seal/compression seal joint may be provided as per the MORD Specifications. Rates have to be analysed accordingly. 6. In remote areas, for slab culverts and box culverts upto 2 m span, concrete used in superstructure can be hand mixed with 10 per cent extra cement at contractor's cost in accordance with Clause 806 of MORD Specifications. Hand mixing shall not be otherwise permitted. 7. Slab seal/compression seal expansion joints are specialized items commercially produced by a number of firms. The rates for such items must be ascertained from firms pre-qualified by MORTH. 8. The length of drainage spout has been provided in such a way that it is connected to the drainage system on the ground in case of flyovers and there is no splashing of water on the structure in case of bridges. 9. The rate for anti-corrosive treatment is required to be ascertained from firms specialised in this work. In this connection Circular No. RW/NH-34041/44/91-S&R dated 21.3.2000 of Ministry of Road Transport and Highways may be referred for further details.
571
RBR-SPST
10. Expansion joints involving movements exceeding 40 mm are specialised readymade items commercially produced by reputed firms with imported technology and parts. The rates for such joints are required to be ascertained from the firms pre-qualified by the Ministry. 11. The rate analysis for pre-cast and pre-tensioned girders has also been included. 12. The rate analysis for prestressed cement concrete of M 60 grade has also been included which can be adopted for bridges with innovative design/construction. 13. MORT&H letter No. RW/NH-34059/1/96 S&R dated 30.11.2000 and subsequent corrigendum dated 25.1.2001 may be referred for detailed specifications and provisions for various types of expansion joints. 14. Supply of new type of expansion joint may be obtained on the basis of competitive bidding from amongst the suppliers pre-qualified by the Ministry of Road Transport and Highways. Further, a warranty of 10 years of trouble free performance may be insisted from the suppliers. 15. For bridges having wide deck/span length of more than 120 m or/and involving complex movements / rotations in different directions/planes, provision of special type of modular expansion joints such as swivel joists joints are required for which firms specialised in this field may be consulted. Such cases will require prior approval of Ministry 16. Note 7 to 18 of Chapter – 11.
572
RBR-PTWK
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER-14 PROTECTION WORKS 1. Three types of aprons as under have been catered for: (a) Boulder apron laid dry (b) Boulder apron laid in wire crates (c) Apron laid in cement concrete blocks of M 15 grade 2. Pitching proposed is of the following types: (a) Brick pitching (b) Boulder pitching (c) CC Block pitching 3. A toe wall for toe protection of pitching can be either in random rubble masonry or in nominal mix cement concrete M 10 / M 15, or in brick masonry. Depending upon the design, the rates may be adopted. 4. Flooring has been proposed in dry rubble stone, rubble stone laid in cement mortar 1:3, cement concrete blocks M 15 and brick on edge laid in cement mortar (CM) 1:3. 5. Curtain walls proposed are of the following types: (a) Brick masonry in CM 1:4 (b) Coursed rubble stone masonry (1sl sort) is CM 1:3 (c) Cement concrete M 10 / M 15 grade 6. The rate analysis also include protection works using timber/bamboo as per details provided by Assam PWD and may be used for guidance. 7. The rate analysis for gabion structures comprising of stone boulders laid in wire crates have been included. Such structures are suited as retaining structures and for erosion control in river training works especially for situations where some settlement of foundation in anticipated. These structures can adjust in minor settlements, being flexible structures, without losing their functional requirement.
607
RBR-MTRD
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 15 MAINTENANCE 1. In the case of rain cuts, it has been assumed that some material cut by rain, approximately 25 per cent will be available at site which can be retrieved and re-used and the balance 75 per cent is required to be provided as fresh material. 2. For making up earthen shoulders, it has been assumed that on an average 150 mm filling will be required. Similarly, for stripping of excess soil from shoulder, an average depth of 75 mm has been assumed. 3. In the case of chocking of drain, it has been assumed that half the depth of drain has been filled with earth/debris, which requires clearance. 4. Pothole repairs and patchwork are provided to be done by using Mix all 6/10 M.T. 5. In case of maintenance of Gravel and W.B.M. surfaces, it has been assumed that 25 per cent material will be available at site, which can be retrieved and re-used and the balance 75 per cent is required to be provided as fresh material. 6. The items of periodical renewal by premix carpet and surface coating have also been included in the rate analysis for guidance of field Engineers. The detailed analysis of various items of bituminous works is given in Chapter 5 and rates can be taken from there as appropriate. Additional provision of patch repair and profile correction varying from 10 per cent to 30 per cent of the material of premix carpet/surface dressing may be made in the estimate of periodical renewal. 7. During the process of landslide clearance on hill roads, it has been assumed that earth will be disposed off by the dozer on the valley side. In case there is any objection to this arrangement due to particular site conditions, resources like loader and tipper will have to be provided for disposal of earth/debris for the lead involved. 8. The items like slurry seal, fog spray, crack prevention courses, surface dressing for maintenance works have already been included in Chapter-5 and are not being repeated in this chapter. 9. The cost of other items like repair of ruts and undulation maintenance of earthen shoulders, cross drainage works, minor and major bridges and miscellaneous items like turfing and arboriculture, painting and lettering on km stones, repair to signage, repair to footpath, street lighting, railing, dividers, separators and under passes for pedestrians has been given in the "Report of the Committee on Norms for Maintenance of Roads in India" published by IRC in January 2001 which may be referred for guidance. 10. The repair items related to bridges have been given in Chapter-18.
620
RBR-GSRE
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 16 GEOSYNTHETICS AND REINFORCED EARTH 1. The specifications for geosynthetics which includes geotextiles, geogrids, geonets, geomembranes and geocomposites shall be as per section 700 of MoRTH Specifications. 2. The geotextile proposed for sub-surface drain shall satisfy the requirements given in Clause 702.2.3. 3. Care shall be taken to ensure that the geotextile or core material is not exposed to dry light for more than a cumulative total of 50 hours. Bitumen overlay shall follow on the same day where paving fabric is laid. 4. The size of mesh opening for gabions and mattresses laid with geogrids and geonets shall be between 35 mm and 100 mm. 5. The size of the boulders shall be at least 100 mm or double the size of the aperture whichever is larger. 6. The boulders shall be laid in crates as per the methodology given in Clause 2503.3. The usual size of gabions in aprons is 1 m x 5 m with a height of 600 mm and baffles at 1 m centers
632
RBR-HRTC
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 17 HORTICULTURE
1. The items of turfing with sods and seeding and mulching have been included in the chapter of earthwork. 2. The analysis of rates for grassing of lawns and hedges has been included, as the same may be needed for resting places on highways. 3.
Five types of tree guards as under have been provided: a) Half brick circular type b) Tree guards made from empty bitumen drums 1.30 m high c) Tree guards made from empty bitumen drums 2.00 m high d) Tree guards with MS flat iron e) Tree guards with MS angle and 3 mm steel wire welded on MS flat and bolted to angle iron posts
Selection from above may be made as per actual situation and design. 4. Analysis of rates for wrought iron and mild steel welded work has been included to cater for any miscellaneous work in connection with horticulture, fencing and traffic sign. 5. Though the estimate for compensatory afforestation is made by the forest department, the rate for this item has been analysed and included for the purpose of estimation. 6. In the rate analysis of some items, the quantities of sub-items involved in that analysis, like, excavation for foundation, foundation concrete, painting, lettering, etc. have been given. The rates for such items may be taken from relevant chapters where the same have already been analysed. 7. As grass and plantation need more care, one mate has been provided for every 10 mazdoors in case of horticulture.
637
RBR-RPRH
Andhra Pradesh Standard Data I. Roads and Bridges PREAMBLE CHAPTER - 18 REPAIR AND REHABILITATION 1. Removal of cement concrete wearing coat and asphaltic wearing coat has been proposed with pneumatic breakers. 2. The rate for external prestressing has been analysed for three different spans of 25, 50 and 100 m. 3. Sealing of cracks has been proposed with cement grout, cement mortar (1:1) grout and epoxy grout by injecting with grout pump through nipples. 4. Bonding of new concrete with old concrete is proposed with epoxy resin. 5. The repair and replacement of following structures has been included: a. Bridge bearings b. Expansion Joints c. Concrete Railing d. Mild steel railing 6. Crash barrier
646
A.P. REVISED STANDARD DATA
PART-II
ROADS AND BRIDGES
Rate Analysis as per Observations made by Engineering Staff Collage of India for Crushing of Stone Aggregate using Primary, Secondary - Crushers & Conveyors Data: Sizes of coarse aggregate considered for data rate analysis. 80 mm size 40 mm size 20 mm size 10 to 4.75 mm size range Dust (powder) 1 No. primary jaw crusher of 120 tons / hour rated capacity each and 2 Nos. secondary jaw crushers are used Single shift working for aggregate crushing Daily output of crushing system with 70% efficiency and 50 minutes per hour working Daily out turn = 1 x 120 x 0.70 x 8.00 x 50/60 = 560 tons or 350 cum 2 Nos secondary jaw crusher are used for recrushing over size aggregate Capital cost of Crusher system : Rs. 72,82,167.00 Requirement of electric power : energy consumption per hour in kw.hr. = 190 Capital cost of Conveyer System (Excluding cost of belts) : Rs. 23,67,416.00
RATE ANALYSIS Unit 343 cum
A. MATERIALS:
Sl. Particulars No 1. Cost of Rubble
(560 tonns/350 cum including 2% wastage)
Unit
Quantity
Rate in Rs.
cum
350
175
hour
8
77.35
hour
8
42.97
788.72
2. Use Rate of Jaw plates 36”x24” Reconditioning charges @ 10% 3. Use Rate Jaw plates 42”x12” Reconditioning charges @ 10%
Amount in Rs. 61250
C) LABOUR:
Sl.No.
Particulars
Unit
Quantity
Rate in Rs.
8
165
Amount in Rs. 1320
1.
Crew for Crusher system
hour
618.8
2.
Crew for conveyor system
hour
8
83
664
61.88
3.
Mazdoor
day
5 Nos.
101
505
343.76
Total cost of labour
34.38
4. Use Rate of Screens
hour
8
98.59
5. Use Rate of Conveyer belt 1000 mm
hour
8
24.9
199.2
6. Use Rate of Conveyer belt 600 mm
hour
8
12.46
99.68
a.
Cost of materials
63,722.00
7. Use Rate of Conveyer belt 500 mm
hour
8
8.3
66.4
b.
Hire Charges of Machinery
24,960.00
99.68
c.
cost of labour
2,489.00
159.44
d.
Cost of civil wokrs @ 5%
4,559.00
Total cost of materials
63,721.94
e.
Total cost of 343 cum
Say
63,722.00
8. Use Rate of Conveyer belt 750 mm
hour
8
12.46
9. Use Rate of Conveyer belt 400 mm
hour
8
19.93
ABSTRACT
Rs. 95,730.00
Rates for coarse aggregates
B. MACHINERY:
Sl. No.
2,489.00
Particulars
1. Crusher system Hire Charges Fuel/ Energy charges 2. Conveyor System Hire Charges Fuel/ Energy charges
Unit
Quantity
Rate in Rs.
Amount in Rs.
hour
8
1500
12000
hour
8
1004
hour
8
353
hour
8
263
Total cost of machinery
Crushing pattern %
Production in cum / shift
% Cost distribution
Amount
80 mm size
24
82.3
15
14360
Rs.174.00
8032
40 mm size
32
109.8
34
32548
Rs.296.00
2824
20 mm Size
22
75.5
33
31591
Rs.418.00
2104
10 - 4.75 mm Dust
12
41.1
15
14360
Rs.349.00
10
34.3
3
2871
Rs. 84.00
100%
343.0 cum
100%
95730
Rs.279.00
24960
Size
Cost per cum
RBR-LUCC
Andhra Pradesh Standard Data I. Roads and Bridges Chapter -1 LOADING, UNLOADING, CARRIAGE and CRUSHING OF MATERIALS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day
0.520
hour
0.500
1
Rate Amount Rs. Rs. 5
6
Remarks 7
Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means including hirecharges of truck 10t for waiting period
RBR-LUCC-1 i
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 ii
Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 iii
2
RBR-LUCC-2
i
-
day
0.260
hour
0.250
Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 iv
day
day
-
day
0.260
hour
0.250
Unloading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
Unit = cum Taking output = 5.5 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means including hire charges of Tipper 10t for waiting period and Front end loader 1cum capacity for loading period. Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip. Unit = cum Taking output = 5.5 cum Time required for Min i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 45 Min cum per hour Min iii) Maneuvering, reversing, dumping and turning for return
0.130 0.166
1.000 7.330 -
264
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3 Min
4 2.000
Min
10.330
iv) Waiting time, unforeseen contingencies, etc. Total a) Machinery Tipper 10 t capacity Front end-loader 1 cum bucket capacity @ 45 cum per hour
ii
iii
hour
0.172
hour
0.122
Min
1.000
Min
3.300
Min
2.000
Min Total a) Machinery hour Tipper 10 t capacity Front end-loader 1 cum bucket capacity @ 100 cum per hour hour c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/5.5
6.300
c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/5.5 Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip. Unit = cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 100 cum per hour iii) Waiting time, unforeseen contingencies, etc.
Rate Amount Rs. Rs. 5
6
Remarks 7
0.105 0.055
Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means (unloading by tipping).
Unit = cum Taking output = 5.5 cum Placing tipper at unloading point excluding time for haulage and return trip Time required for i) Positioning of tipper at unloading point ii) Manoeuvering, reversing, dumping and turning for return
Min
1.000
Min
2.000
265
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3 Min
4 2.000
Min
5.000
hour
0.080
iii) Waiting time, unforeseen contingencies, etc. a) Machinery Tipper 10 t capacity c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/5.5 iv
3
RBR-LUCC-3 i
ii
5
6
Remarks 7
Loading and Unloading of Stone Boulder/Stone cum aggregates/Sand/Kanker/Moorum. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip Unit = cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point ii) Loading by front end loader 1 cum bucket capacity @ 25 cum per hour
v
Rate Amount Rs. Rs.
Min Min
1.000 13.000
iii) Maneuvering, reversing, dumping and turning for Min return Min iv) Waiting time, unforeseen contingencies etc Min Total a) Machinery Tipper 5.5 tonnes capacity hour Front end-loader 1 cum bucket capacity @ 25 cum/hour hour c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c Rate per cum = (a+b+c)/ 5.5 Note : Unloading will be by tipping.
2.000
Loading and Unloading of Boulders by Manual Means Unit = cum Taking output = 5.5 cum a) Labour Mate day Mazdoor for loading and unloading day b) Machinery Tipper 5.5 tonne capacity hour c&d) Overheads & Contractors Profit Cost for5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Note : Unloading will be by tipping. Loading, Unloading and Stacking of Bricks by Manual Means including hire charges of Truck 10t for waiting period. Loading of Bricks by manual means including a lead upto 30 m Unit = 1000 Nos. Taking output = 2000 Nos. a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 2000 Nos. = a+b+c+d Rate for 1000 bricks = (a+b+c+d)/2 Unloading and Stacking of Bricks by manual means including a lead upto 30 m Unit = 1000 Nos. Taking output = 2000 Nos. a) Labour day Mate day Mazdoor (Unskilled)
4.000 20.000 0.330 0.330
0.110 0.750 0.750
0.260 0.330
0.260
266
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3
4
hour
0.330
b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 2000 Nos. = a+b+c+d Rate for 1000 bricks = (a+b+c+d)/2 4
Rate Amount Rs. Rs. 5
6
Remarks 7
Loading, Unloading and Stacking of Cement by Manual Means including hire charges of Truck 10t for waiting period.
RBR-LUCC-4 i
Loading of Cement by manual means including a lead upto 30 m
Unit = t Taking output = 10 t a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10 ii
5
RBR-LUCC-5 i
-
day
1.560
hour
1.000
Unloading, stacking of Cement by manual means including a lead upto 30 m
Unit = t Taking output = 10 t a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10 iii
day
day
-
day
1.560
hour
1.000
Loading & unloading of Cement including stacking by manual means including a lead upto 30 m.
Unit = t Taking output = 10 t a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10 Loading, Unloading and Sticking of Structural Steel and Steel Bars by manual means including hire charges of Truck 10t for waiting period. Loading of Structural Steel, Steel Bars by manual means including a lead upto 30 m Unit = t Taking output = 10 t a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10
2.080 2.000
1.870 1.000
267
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3
4
ii
iii
6
RBR-LUCC-6 i
ii
RBR-LUCC-7
7
Unloading of Structural Steel, Steel Bars by manual means including a lead upto 30 m Unit = t Taking output = 10 t a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonne = (a+b+c+d)/10
Rate Amount Rs. Rs. 5
6
Remarks 7
1.870 1.000
Loading, unloading and Stacking of Structural Steel, Steel Bars by manual means including a lead upto 30 m
Unit = t Taking output = 10 t a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10 Loading and Unloading of Bitumen Drums by Manual Means including hirecharges of truck 10t for waiting period Loading of Bitumen Drums by manual means including a lead upto 30 m Unit = t Taking output = 10 t a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10 Unloading of Bitumen Drums by Manual Means including a lead upto 30 m Unit = t Taking output = 10 t a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c&d) Overheads & Contractors Profit Cost for 10 t = a+b+c+d Rate per tonnes = (a+b+c+d)/10 Note : The weight is inclusive of the self weight of drum Loading and Unloading of Timber by Manual Means including hirecharges of truck 10t for waiting period
2.080 2.000
1.660 1.250
1.250 1.250
(i) Loading of Timber by manual means including a lead upto 30 m
Unit = t Taking output = 5 t a) Labour Mate Mazdoor (Unskilled)
day
-
day
1.040
268
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3
4
hour
1.000
b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5 t = a+b+c+d Rate per t = (a+b+c+d)/5 ii
Rate Amount Rs. Rs. 5
6
Remarks 7
Unloading of Timber by manual means including a lead upto 30 m
Unit = t Taking output = 5 t a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5 t = a+b+c+d Rate per t = (a+b+c+d)/5
day
-
day
1.040
hour
1.000
Note : Density of wood has been assumed as 900 kg per cum. If the density is less the output may be reduced proportionately.
RBR-LUCC-8
8
Loading and Unloading of C.C. Blocks, Kerb, etc. including hirecharges of truck 10t for waiting period i
9
RBR-LUCC-9
Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 ii Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m Unit = cum Taking output = 5.5 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c&d) Overheads & Contractors Profit Cost for 5.5 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.5 Loading and Unloading of RCC Hume Pipes including hirecharges of truck 10 t for waiting period and Crane 3t capacity including all labour charges. i Loading of RCC Hume pipes by mechanical means including a lead upto 30 m A 1000 / 1200 mm dia RCC Hume pipe Unit = per pipe Taking output = 9 pipes a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t Crane (3 T) c&d) Overheads & Contractors Profit Cost for 9 pipes = a+b+c+d Rate per pipe = (a+b+c+d)/9
day day
2.080
hour
1.500
day
-
day
2.080
hour
1.500
day
-
day
0.520
hour
0.330
hour
0.330
269
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3
4
B
750 mm dia RCC Hume pipe Unit = per pipe Taking output = 15 pipes a) Labour Mate
day
day Mazdoor (Unskilled) b) Machinery hour Truck 10t hour Crane c&d) Overheads & Contractors Profit Cost for 15 pipes = a+b+c+d Rate per pipe = (a+b+c+d)/15 C 600/450 mm dia RCC Hume pipe Unit = per pipe Taking output = 21 pipes a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t hour Crane c&d) Overheads & Contractors Profit Cost for 21 pipes = a+b+c+d Rate per pipe = (a+b+c+d)/21 ii Unloading of RCC Hume pipe by manual means including a lead upto 30 m A 1000/1200 mm dia RCC Hume pipes Unit = per pipe Taking output = 5 pipes a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 10t c) Material Wooden sleepers 250mm x 250mm x125mm hire charges 3 nos sleeper Crow bars 2 nos not less than 40 mm dia (hire-charges)
B
c&d) Overheads & Contractors Profit Cost for 5 pipes = a+b+c+d+e Rate per pipe = (a+b+c+d+e)/5 750 mm dia RCC Hume pipe Unit = per pipe Taking output = 6 pipes a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c) Material Wooden sleepers 250mm x 250mm x125mm hire charges 3 nos sleeper Crow bars 2 nos not less than 40 mm dia (hire-charges)
Rate Amount Rs. Rs. 5
6
Remarks 7
0.520 0.330 0.330
0.520 0.330 0.330
1.040 2.000
hour
2.000
hour
2.000
day
-
day
1.040
hour
2.000
hour
2.000
hour
2.000
c&d) Overheads & Contractors Profit Cost for 6 pipes = a+b+c+d+e Rate per pipe = (a+b+c+d+e)/6
270
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3
4
C
600/450 mm dia RCC Hume pipe Unit = per pipe Taking output = 8 pipes a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t c) Material Wooden sleepers 250mm x 250mm x125mm hire charges 3 nos sleeper Crow bars 2 nos not less than 40 mm dia (hire-charges)
day
-
day
1.040
hour
2.000
hour
2.000
hour
2.000
Rate Amount Rs. Rs. 5
6
Remarks 7
c&d) Overheads & Contractors Profit Cost for 8 pipes = a+b+c+d+e Rate per pipe = (a+b+c+d+e)/8 iii
Unloading of RCC Hume pipes by mechanical means including a lead upto 30 m
A
1000/1200 mm dia RCC Hume pipe Unit = per pipe Taking output = 9 pipes a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t Crane c&d) Overheads & Contractors Profit Cost for 9 pipes = a+b+c+d Rate per pipe = (a+b+c+d+e)/9 750 mm dia RCC Hume pipe Unit = per pipe Taking output = 15 pipes a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t Crane c&d) Overheads & Contractors Profit Cost for 15 pipes = a+b+c+d
B
C
Rate per pipe = (a+b+c+d+e)/15 600/450 mm dia RCC Hume pipe Unit = per pipe Taking output = 21 pipes a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 10t Crane c&d) Overheads & Contractors Profit Cost for 21 pipes = a+b+c+d Rate per pipe = (a+b+c+d+e)/21
day
-
day
0.520
hour hour
0.200 0.200
day
-
day
0.520
hour
0.200
hour
0.200
day day
0.520
hour
0.200
hour
0.200
271
RBR-LUCC
Index-code
RBR-LUCC-10
S. No
Description
Unit
Quantity
1
2
3
4
hour
0.400
hour
0.290
10
Rate Amount Rs. Rs. 5
6
Remarks 7
Conveyance of Materials Haulage of materials by tipper 10t capacity excluding cost of Loading, Unloading & Stacking, but including hirecharges of Machinery.
Haulage of materials by tipper excluding cost of loading, unloading and stacking. Unit = t.km Taking output 10 t load and lead 10 km = 100 t.km(5.5 cum) i
Surfaced Road Speed with load: 25 km per hour Speed while returning empty: 35 km per hour a) Machinery Tipper 10 t capacity Haulage with load Empty return trip c&d) Overheads & Contractors Profit Cost for 100 t.km = a+b+c Rate per t.km = (a+b+c)/100
Note : In case of carriage of Hume pipes, output of Truck be taken as 8 t and the rate for t is to be divided by number of pipes of different diameters as indicated in item 9 to get the rate per pipe. ii
Unsurfaced Gravel Road Speed with load: 20 km/hour Speed for empty return trip: 30 km/hour a) Machinery Tipper 10 t capacity Haulage with load Empty return trip c&d) Overheads & Contractors Profit Cost for 100 t.km = a+b+c Rate per t.km = (a+b+c)/100
hour
0.500
hour
0.330
Note : In case of carriage of Hume pipes, output of Truck be taken as 8 t and the rate per t is to be divided by number of pipes of different diameters as indicated in item 9 to get the rate per pipe. iii
Katcha Track and Track in River Bed/Nallah Bed and Choe Bed Speed with load: 10 km per hour Speed while returning empty: 15 km per hour a) Machinery Tipper 10 t capacity hour Haulage with load hour Empty return trip c&d) Overheads & Contractors Profit Cost for 100 t.km = a+b+c Rate per t.km = (a+b+c)/100
1.000 0.670
Note : In case of carriage of Hume pipes, output of Truck be taken as 8 t and the cost for 8 t is to be divided by number of pipes of different diameters as indicated in item 9 to get the rate per pipe.
RBR-LUCC-11
11
Supply of Quarried stone and hand breaking i
Supply of quarried stone and hand breaking into coarse aggregate to Grading 1 (90 mm to 45 mm) as per Table 400.8 of Technical Specifications of MORD / 400-7 of MORTH.
Unit = cum Taking output = 1 cum a) Labour Mate Mazdoor (Unskilled) b) Material Supply of quarried stone 150-200 mm size c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day
-
day
1.248
cum
1.100
272
RBR-LUCC
Index-code
S. No 1
Description
2 i A Hand Broken Stone aggregate 75 mm nominal size Supply of quarried stone and hand breaking into coarse aggregate 75 mm nominal size (106-63 mm) as per Table 500-17MORD & stacking as directed.
Unit = cum Taking output = 1 cum a) Labour Mate Mazdoor (Unskilled) b) Material Supply of quarried stone 150-200 mm size c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d ii
Unit
Quantity
3
4
day
-
day
1.248
cum
1.100
Rate Amount Rs. Rs. 5
6
Remarks 7
Supply of quarried stone and hand breaking into coarse aggregate to Grading 2 (63 mm to 45 mm) as per Table 400.8 of Technical Specifications of MORD / 400-7 of MORTH.
Unit = cum Taking output = 1 cum a) Labour Mate Mazdoor (Unskilled) b) Material Supply of quarried stone 150-200 mm size c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day
-
day
1.560
cum
1.100
ii A Hand Broken Stone aggregate 63 mm nominal size Supply of quarried stone and hand breaking into coarse aggregate to 63 mm to nominal size (passing 80 mm and retained on 50 mm sieve) & stacking as directed.
Unit = cum Taking output = 1 cum a) Labour Mate Mazdoor (Unskilled) b) Material Supply of quarried stone 150-200 mm size c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d iii
day
-
day
1.560
cum
1.100
Supply of quarried stone and hand breaking into coarse aggregate to Grading 3 (53 mm to 22.4 mm)as per Table 400-8 MORTH /400.7 MORD of Technical Specifications.
Unit = cum Taking output = 1 cum a) Labour Mate Mazdoor (Unskilled) b) Material Supply of quarried stone 150-200 mm size c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day day
1.872
cum
1.100
iii A Hand Broken Stone aggregate 40 mm nominal size
Supply of quarried stone and hand breaking into coarse aggregate to 40 mm nominal size (passing 63 mm retained 20mm sieve) & stacking as directed. Unit = cum Taking output = 1 cum
a) Labour Mate Mazdoor (Unskilled) b) Material Supply of quarried stone 150-200 mm size c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day day
1.872
cum
1.100
273
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2 Crushing of Stone Aggregates 100 per cent passing through 53 mm sieve as per Table 500.6 of Technical Specifications of MORD / 500-7 of MORTH, and 45, 40, 37.5 mm, including hirecharges of integrated stone crusher of 200 t/h including belt conveyor and vibrating screens, tipper 5.5 cum (10t) capacity & Frontend Loader and all labour charges complete. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 t/h capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates 100 per cent passing through 53 mm sieve as per Table 500.6 of Technical Specifications of MORD / 500-7 of MORTH including the cost of stone.
3
4
12
RBR-LUCC-12
Unit = cum Taking output = 750 cum at crusher location a) Labour day Mate day Mazdoor (Skilled) day Mazdoor (Unskilled) b) Material cum Stone Boulder of size 150 mm and below c) Machinery Integrated stone crusher of 200 t/h including belt conveyor hour and vibrating screens hour Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d&e) Overheads & Contractors Profit Total (a+b+c+d+e) Cost for 750 cum = (a+b+c+d+e) x 0.85 Rate per cum =[ (a+b+c+d+e) x 0.85]/ 750
13
RBR-LUCC-13
Rate Amount Rs. Rs. 5
6
Remarks 7
2.760 17.000 800.000 6.000 20.000
hour
20.000
Note : 1) 800 cum of stone boulders are needed to get 750 cum of stone aggregates. 2) 85 per cent of above cost will be attributed to the production of 750 cum of stone aggregates of 40 mm size and balance 15 per cent will be for smaller size aggregates and stone dust which comes out as a byproduct. 3) The integrated stone crusher includes primary and secondary crushing units. Crushing of Stone Aggregates 100 per cent passing through 22.4 mm sieve as per Table 500.6 of Technical Specifications (MORD) & 20mm, 19mm, including hirecharges of integrated stone crusher of 200 t/h including belt conveyor and vibrating screens, tipper 5.5 cum (10t) capacity & Frontend Loader and all labour charges complete. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 t/h capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates 100 per cent passing through 22.4 mm sieve as per Table 500.6 of Technical Specifications & 20 mm and 19 mm including the cost of stone.
Unit = cum Taking output = 670 cum at crusher location a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Material Stone Boulder of size 150 mm and below c) Machinery
day
-
day day
2.760 17.000
cum
800.000
Integrated stone crusher of 200 t/h including belt conveyor and vibrating screens
hour
6.000
Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity d&e) Overheads & Contractors Profit Total (a+b+c+d+e) Cost for 670 cum = (a+b+c+d+e) x 0.90 Rate per cum =[ (a+b+c+d+e) x 0.90]/ 670
hour hour
20.000 20.000
Note : 1) 800 cum of stone boulders are needed to get 670 cum of stone aggregates. 2) 90 per cent of above cost will be attributed to the production of 670 cum of stone aggregate and balance 10 per cent will be for smaller size aggregates and stone dust which comes out as a by-product.
14
RBR-LUCC-14
3) The integrated stone crusher includes primary and secondary crushing units. Crushing of Stone Aggregates Nominal Size 13.2 mm as per Table 500.9 of Technical Specifications (MORD) and Table 50021 MORTH and 14 mm, including hirecharges of integrated stone crusher of 200 t/h including belt conveyor and vibrating screens, tipper 5.5 cum (10t) capacity & Frontend Loader and all labour charges complete. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 t/h capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13.2 mm nominal size as per Table 500.9 of Technical Specifications & 14 mm including the cost of stone.
Unit = cum Taking output = 600 cum at crusher location a) Labour Mate
day
-
274
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3 day
4 2.760
Mazdoor (Skilled) day Mazdoor (Unskilled) b) Material cum Stone Boulder of size 150 mm and below c) Machinery Integrated stone crusher of 200 t/h including belt conveyor hour and vibrating screens hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum capacity d&e) Overheads & Contractors Profit Total (a+b+c+d+e) Cost for 600 cum = (a+b+c+d+e) x 0.95 Rate per cum = [(a+b+c+d+e) x 0.95]/ 600
Rate Amount Rs. Rs. 5
6
Remarks 7
17.000 800.000 6.000 20.000 20.000
Note : 1) 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2 mm and 125 cum stone dust. 2) 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 13.2 mm size and balance 5 per cent to the production of stone dust which comes out as a by-product. 3) The analysis for crushing of stone chips of size 11.2 mm will be same as for 13.2 mm A
15
RBR-LUCC-15
Crushing of Stone Aggregates Nominal Size 11.2 mm as per Table 500.9 of Technical Specifications (MORD) and Table 500-21 MORTH. Same analysis as in 13.2 mm Rate per cum Crushing of Stone Aggregates 9.5 and 10 mm Nominal Size as per Table 500.9 of Technical Specifications (MORD) and Table 500-21 MORTH, including hirecharges of integrated stone crusher of 200 t/h including belt conveyor and vibrating screens, tipper 5.5 cum (10t) capacity & Frontend Loader and all labour charges complete. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 t/h capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 9.5 mm nominal size as per Table 500.9 of Technical Specifications and 10 mm including the cost of stone. Unit = cum Taking output = 600 cum at crusher location a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
day
-
day
2.760
day
17.000
275
RBR-LUCC
Index-code
S. No
Description
Unit
Quantity
1
2
3
4
b) Material cum Stone Boulder of size 150 mm and below c) Machinery Integrated stone crusher of 200 t/h including belt conveyor hour and vibrating screens hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum capacity d&e) Overheads & Contractors Profit Total (a+b+c+d+e) Cost for 600 cum = (a+b+c+d+e) x 0.95 Rate per cum = [(a+b+c+d+e) x 0.95]/ 600
Rate Amount Rs. Rs. 5
6
Remarks 7
800.000 6.000 20.000 20.000
Note :- 1) 800 cum of stone boulders are needed to get 600 cum of stone chips of size 9.5 mm and 125 cum stone dust. 2) 95 per cent of above cost will be attributed to the production of 600 cum of stone chips of 9.5 mm size and balance 5 per cent to the production of stone dust which comes out as a by-product. 3) The integrated stone crusher includes primary and secondary crushing units. 4) Cost of crushing of stone chips of size 6.7 mm will be 10 per cent extra over that of 9.5 mm size. A
Crushing of Stone Aggregates 6.7, 6.3, 6 and 5 mm Nominal Size as per Table 500.9 of Technical Specifications (MORD) and Table 500-21 MORTH, including hirecharges of integrated stone crusher of 200 t/h including belt conveyor and vibrating screens, tipper 5.5 cum (10t) capacity & Frontend Loader and all labour charges complete. Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 t/h capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 6.3 mm nominal size as per Table 500.9 of Technical Specifications including the cost of stone.
Unit = cum a) Rate per cum for Crushing of Stone Aggregates 9.5 mm as in S.No. 15 b) Add : 10% extra over that of 9.5 mm size c) Total (a+b) d) Overheads & Contractors Profit on (c) Grand Total (c+d)
General Note 1. When materials are used for a finished item of work, overheads and Contractors profit need not be included in cost of material data. Basic rates only to be carried out as material cost. 2. Rates are for net quantities after deduction of voids. Percentage reduction in volume of aggregates As per Table 500 - 28 MORTH & Table 500 - 18 MORD
Standard Size of Aggregates
i.
75 mm and 63 mm
Percentage reduction in volume computed by stack measurements to arrive at the volume to be paid for
12.5
ii. 45 or 40 mm, 37.5 mm and upto 26.5 mm
10
iii. 25 mm to 13.2 mm, 11.2 mm and 6.3 or 6.7 mm iv. Fine aggregate (sand)
5 5
v. Rough Stone for apron & revetment (as per APSS)
40
vi. Rough Stone for Soling (Proposed as in v)
40
3. Part of km beyond 1 km will be payable for the full km. 4. The provision towards Mate (1 Mate provided for 25 labour) is included in the provision towards unskilled Mazdoor in data. 5. The rate analysis of Loading & unloading of various items includes stacking.
276
RBR-STCL
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter -2 SITE CLEARANCE Index-code
RBR-STCL-1
S. No
Description
Unit
Quantity
1
2
3
4
1
Amount Rs. 6
Remarks 7
Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 MORD By Manual Means Unit = 10 sqm Taking output = 1 hectare a) Labour Mate Mazdoor (Unskilled)
A
RBR-STCL-2
Rate Rs. 5
day
-
day
41.600
c&d) Overheads & Contractors Profit Rate per hectare = a+b+c Rate per 10 Sqm = (a+b+c)/1000 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification Clause 201 MORTH. By Manual Means Unit = 10 sqm Taking output = 1 hectare a) Labour day Mate day Mazdoor (Unskilled)
52.000
-
c&d) Overheads & Contractors Profit Rate per hectare = a+b+c Rate per 10 Sqm = (a+b+c)/1000 Clearing and Grubbing Road Land
2
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.
I A
B
Unit = 10 sqm Taking output = 1 hectare By Manual Means In area of non-thorny jungle (light jungle) a) Labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per hectare = a+b+c+d Rate per 10 Sqm = (a+b+c+d)/1000 In area of thorny jungle a) Labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per hectare = a+b+c+d Rate per 10 Sqm = (a+b+c+d)/1000
day
-
day
156.000
hour
1.000
day day
208.000
hour
2.000
278
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
II A
B
By Mechanical Means In area of non-thorny jungle (light jungle) a) Labour Day Mate Day Mazdoor (Unskilled) b) Machinery Dozer D 50 with attachment or suitable machinery for hour removal of trees & stumps hour Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per hectare = a+b+c+d Rate per 10 Sqm = (a+b+c+d)/1000 In area of thorny jungle a) labour day Mate day Mazdoor (Unskilled) b) Machinery
Rate Rs. 5
Amount Rs. 6
Remarks 7
4.160 10.00 1.00
6.240
Dozer D 50 with attachment for removal of trees & stumps
hour
12.00
Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per hectare = a+b+c+d Rate per 10 Sqm = (a+b+c+d)/1000
hour
1.50
Note : The top soil removed during clearing and grubbing of site, if suitable for re-use shall be transported, conserved and stacked as directed by the Engineer and shall be incidental to the work.
RBR-STCL-3
3
A i
ii
iii
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201MORD / MORTH Lead upto 100 m Unit = each Girth above 300 mm to 600 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 600 mm to 900 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 900 mm to 1800 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d
day
-
day
0.624
hour
0.070
day
-
day
0.936
hour
0.210
day
-
day
2.080
hour
0.280
279
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
iv
v
vi
B i
ii
iii
iv
Girth above 1800 mm to 2700 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 2700 mm to 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Lead upto 1000 m Unit = each Girth above 300 mm to 600 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 600 mm to 900 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 900 mm to 1800 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 1800 mm to 2700 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d
day
-
day
4.160
hour
0.420
day
-
day
8.320
hour
1.000
day
-
day
26.000
hour
2.000
day
-
day
0.620
hour
0.100
day
-
day
0.936
hour
0.300
day day
2.080
hour
0.400
day
-
day
4.160
hour
0.600
Rate Rs. 5
Amount Rs. 6
Remarks 7
280
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
v
vi
RBR-STCL-4
4
Girth above 2700 mm to 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Girth above 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each tree = a+b+c+d Uprooting and Removing Stumps & Roots
day
-
day
8.320
hour
1.200
day day
26.000
hour
2.500
Rate Rs. 5
Amount Rs. 6
Remarks 7
Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A i
ii
iii
iv
v
Lead upto 100 m Unit = each Girth above 300 mm to 600 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 600 mm to 900 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 900 mm to 1800 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 1800 mm to 2700 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 2700 mm to 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d
day
-
day
0.416
hour
0.018
day
-
day
0.624
hour
0.050
day
-
day
1.383
hour
0.070
day
-
day
2.770
hour
0.110
day
-
day
5.540
hour
0.250
281
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
vi
B i
ii
iii
iv
v
Girth above 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Lead upto 1000 m Unit = each Girth above 300 mm to 600 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 600 mm to 900 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 900 mm to 1800 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 1800 mm to 2700 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Girth above 2700 mm to 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d
day
-
day
15.600
hour
0.750
day
-
day
0.416
hour
0.025
day
-
day
0.624
hour
0.075
day
-
day
1.383
hour
0.100
day
-
day
2.770
hour
0.150
day
-
day
5.540
hour
0.300
Rate Rs. 5
Amount Rs. 6
Remarks 7
282
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
vi
RBR-STCL-5
5
Girth above 4500 mm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for each stump with roots = a+b+c+d Dismantling of Structures
day
-
day
15.600
hour
1.000
Rate Rs. 5
Amount Rs. 6
Remarks 7
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH
Unit = cum Taking output = 1.25 cum I A
By Manual Means Lime Concrete & CC upto M10 a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
B
C
Cement Concrete M15 & M20 a) labour Mate Mazdoor (Unskilled) b) Machinery c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Reinforced Cement Concrete and Concrete a) labour Mate Blacksmith Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
II
By Mechanical Means
A
Cement Concrete
day
-
day
1.040
hour
0.27
day
-
day
1.300
prestressed
day
-
day
0.400
day
3.500
hour
0.270
a) labour day Mate day Mazdoor (Unskilled) b) Machinery Air compressor 210 / 250 cfm with 2 leads of pneumatic hour breaker @1.5 cum per hour hour Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
0.520 0.83 0.27
283
RBR-STCL Index-code
S. No 1 B
Description 2 Reinforced Cement Concrete and prestressed Concrete
Unit
Quantity
3
4
a) labour day Mate day Mazdoor (Unskilled) day Blacksmith b) Machinery Air compressor 170-210 / 250 cfm working with 2 Jack hour Hammers simultaneously @1.00 cum per hour hour Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
RBR-STCL-6
6
Rate Rs. 5
Amount Rs. 6
Remarks 7
0.960 0.25 1.25 0.27
Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH
Unit = cum Taking output = 1.25 cum A
Lime mortar a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
B
C
D
Cement mortar a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Mud Mortar a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Dry Brick Pitching or Brick Solling a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
day
-
day
0.520
hour
0.270
day
-
day
0.780
hour
0.270
day
-
day
0.416
hour
0.270
day
-
day
0.364
hour
0.270
284
RBR-STCL Index-code
RBR-STCL-7
S. No
Description
Unit
Quantity
1
2
3
4
7
Dismantling Stone Masonry Specification Clause 202.
as
per
Rate Rs. 5
Amount Rs. 6
Remarks 7
Technical
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH
A
B
C
D
E
F
Unit = cum Taking ouput = 1.25 cum Rubble Stone Masonry in Lime Mortar a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Rubble Stone Masonry in Cement Mortar a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Rubble Stone Masonry in Mud Mortar a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Dry Rubble Masonry a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25 Dismantling Stone Pitching / Dry Stone Spalls a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
day
-
day
0.620
hour
0.270
day
-
day
0.780
hour
0.270
day
-
day
0.520
hour
0.270
day
-
day
0.468
hour
0.270
day
-
day
0.416
hour
0.270
Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials
a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
day
-
day
0.520
hour
0.270
285
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
Dismantling Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5 m above Plinth Level as per Technical Specification Clause 202 MORD / MORTH including stacking of dismantled material with all lifts and lead upto 1000 m. Unit = cum Taking output = 1.25 cum a) labour Mate Carpenter 1st Class Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 1.25 cum = a+b+c+d Rate per cum = (a+b+c+d)/1.25
day
-
day
0.500
day
1.060
hour
0.270
8
RBR-STCL-8
9
RBR-STCL-9
Rate Rs. 5
Amount Rs. 6
Remarks 7
2.9
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202 MORD / MORTH including stacking of dismantled material with all lifts and lead upto 1000 m. 202 Unit = t Taking output = 1 t A Including dismembering a) labour Mate Blacksmith Mazdoor (Unskilled) Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys, etc. b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per t = a+b+c+d B Excluding dismembering a) labour Mate Mazdoor (Unskilled) Blacksmith Add 2.5 per cent of cost of labour for gas cutting, ropes, pulleys, etc. b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per t = a+b+c+d C Extra over Items (A) and (B) for cutting rivets Unit = each Taking output = 10 rivets a) labour Mate Blacksmith Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 rivets = a+b+c Rate for each rivet = (a+b+c) /10
day
-
day
1.000
day
2.640 2.50%
hour
0.170
day
-
day
2.100
day
0.500 2.50%
hour
0.170
day day
0.013
day
0.014
286
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
10
RBR-STCL-10
A
B
11
RBR-STCL-11
A
B
Scraping of bricks dismantled from brick work including stacking as per Technical Specification Clause 202 MORD / MORTH. Unit = Nos. Taking output = 1000 Nos. In Lime/ Cement Mortar a) labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 1000 Nos. = a+b+c Rate per each = (a+b+c)/1000 Mud Mortar a) labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 1000 Nos. = a+b+c Rate per each = (a+b+c)/1000 Scraping of Stone from Dismantled Stone Masonry as per Technical Specification Clause 202 MORD / MORTH. Unit = cum Taking output = 1 cum In Cement or Lime Mortar a) labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Rate per cum = a+b+c Mud Mortar a) labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Rate per cum = a+b+c Scraping Plaster in Lime or Cement Mortar from Brick / Stone Masonry as per Technical Specification Clause 202 MORD / MORTH, including transportation of unserviceable Material with all lifts upto a lead of 1000 M. Unit = sqm Taking ouput = 100 sqm a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/100
12
RBR-STCL-12
13
RBR-STCL-13
A
day
-
day
3.640
day
-
day
1.300
day
-
day
1.460
day
-
day
0.310
day day
4.160
hour
0.320
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 MORD / MORTH. Unit = m Taking output = 1m Upto 600 mm dia Hume pipe a) labour day Mate day Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Rate per m = a+b+c
Rate Rs. 5
Amount Rs. 6
Remarks 7
0.540
287
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
B
C
RBR-STCL-14
14
I A
B
Above 600 mm to 900 mm dia Hume pipe a) labour day Mate day Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Rate per m = a+b+c Above 900 mm dia Hume pipe a) labour day Mate day Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Rate per m = a+b+c Note : 1. The excavation of earth, dismantling of stone masonry work in head walls and protection works is not included which is to be measured and paid separately. 2. Credit for retrieved stone from masonry work may be taken as per actual availability. Dismantling of flexible pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 MORD / MORTH Unit = cum Taking output = 1 cum By Manual Means Bituminous Courses a) labour day Mate day Mazdoor (Unskilled) b) Machinery hour Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
Amount Rs. 6
Remarks 7
0.730
1.250
1.560 0.380
Granular Courses a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
II
Rate Rs. 5
day
-
day
1.040
hour
0.330
By Mechanical Means Bituminous Courses a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t Tractor with ripper @ 60 cum per hour c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day
-
day
0.310
hour
0.380
hour
0.017
288
RBR-STCL Index-code
RBR-STCL-15
S. No
Description
Unit
Quantity
1
2
3
4
15
Tractor with trolley 3t Joint Cutting Machine with 2-3 blades c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
16
Amount Rs. 6
Remarks 7
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202 MORD / MORTH. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. Unit = cum Taking output = 1 cum a) labour Mate Mazdoor (Semi-skilled) Mazdoor (Unskilled) b) Machinery Air compressor 210 / 250 cfm with two leads for pneumatic cutters / hammers @ 1 cum per hour
RBR-STCL-16
Rate Rs. 5
day
-
day
0.500
day
0.530
hour
1.000
hour
0.400
hour
1.000
Note : The above analysis is for removal of complete pavement. In case full depth repair work is required to be done after dismantling, provision of a concrete saw cutter may be added for 0.25h. Dismantling Guard Rails Dismantling guard rails by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per Technical Specification Clause 202 MORD / MORTH. Unit = running m Taking Output = 1 m a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate per m = a+b+c+d
RBR-STCL-17
17
day
-
day
0.156
hour
0.050
Dismantling Kerb Stones Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH. Unit = running m Taking output = 10 m a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost of 10 m = a+b+c+d Rate per m = (a+b+c+d)/10
day
-
day
0.156
hour
0.200
289
RBR-STCL Index-code
RBR-STCL-18
RBR-STCL-19
S. No
Description
Unit
Quantity
1
2
3
4
18
Dismantling Kerb Stone Channels Dismantling kerb stone channels by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH. Unit = running m Taking output = 10 m a) labour day Mate day Mazdoor (Unskilled) b) Machinery hour Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost of 10 m = a+b+c+d Rate per m = (a+b+c+d)/10 Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202 MORD / MORTH.
19
Rate Rs. 5
Amount Rs. 6
Remarks 7
0.240 0.300
Unit = each Taking output = 1 km stone A
5th km Stone
B
Quantity of cement concrete = 0.392 cum a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for one 5th km stone = a+b+c+d Ordinary km Stones
C
Quantity of cement concrete = 0.269 cum a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for one ordinary km stone = a+b+c+d 200 m Stones (Hecta Metre Stones) Quantity of cement concrete = 0.048 cum a) labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Rate for one 200 m stone = a+b+c+d
day day
0.780
hour
0.150
day
-
day
0.520
hour
0.075
day
-
day
0.104
hour
0.020
Note : Rate for boundary pillar will be same as that of 200 m stone
290
RBR-STCL Index-code
RBR-STCL-20
S. No
Description
Unit
Quantity
1
2
3
4
20
Rate Rs. 5
Amount Rs. 6
Remarks 7
Dismantling of Fencing Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m, stacking serviceable material and unserviceable material separately as per Technical Specification Clause 202 MORD / MORTH. Unit = running m Taking output = 30 m a) labour Mate Mazdoor (Unskilled) Blacksmith b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost of 30 m = a+b+c+d Rate per m = (a+b+c+d)/30
RBR-STCL-21
21
day
-
day
3.150
day
0.750
hour
0.150
Dismantling of CI Water Pipe Line Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 m and stacking of serviceable material and unserviceable material separately under supervision of concerned department as per Technical Specification Clause 202 MORD / MORTH. Unit = running m Taking output = 10 m a) labour Mate Mazdoor (Unskilled) Plumber b) Machinery Tractor with trolley 3t Crane upto 8 t capacity c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per m = (a+b+c+d)/10
day day
2.090
day
0.250
hour
0.250
hour
0.500
Note : The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately.
RBR-STCL-22
22
Removal of Cement Concrete Pipe of Sewer Gutter Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and upto a lead of 1000 m and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works as per Technical Specification Clause 202 MORD / MORTH.
RBR-STCL-23
23
Unit = running m Taking output = 10 m a) labour day Mate day Mazdoor (Unskilled) b) Machinery hour Crane upto 8 t capacity hour Truck flat body 10 t c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per m = (a+b+c+d)/10 Note : The rate analysis does not include any excavation in earth or dismantling of masonry works which are to be measured and paid separately. Removal of Telephone/Electric Poles and Lines
2.600 0.300 1.000
Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202 MORD / MORTH. Unit = each Taking output = 30 Nos.
291
RBR-STCL Index-code
S. No
Description
Unit
Quantity
1
2
3
4
a) labour Mate Mazdoor (Unskilled) Electrician / Lineman b) Machinery Tractor with trolley 3t c&d) Overheads & Contractors Profit Cost for 30 poles = a+b+c+d Rate per pole = (a+b+c+d)/30
day
-
day
10.480
day
2.000
hour
1.500
Rate Rs. 5
Amount Rs. 6
Remarks 7
General Note : The provision towards Mate is included in the provision towards unskilled Mazdoor.
292
RBR-EECD
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 3 EARTHWORK, EROSION CONTROL AND DRAINAGE Index-code
RBR-EECD-1
S. No
Description
1
2
1
i
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD Unit = sqm Taking output = 100 sqm a) Labour
ii
day Mate day Mazdoor (Unskilled) b) Machinery hour Tractor with trolley c&d) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/100 Note : In case material is to be reused at site, transportation cost catered above (Sub-item b) for disposal shall be deleted. Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 305.4.3 MORTH
4.160 1.500
Unit = sqm Taking output = 100 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Tractor with trolley c&d) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/100
day
-
day
5.200
hour
1.670
Note : In case material is to be reused at site, transportation cost catered above (Sub-item b) for disposal shall be deleted.
RBR-EECD-2
2 i
Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. MORD
Unit = sqm Taking output = 100 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Tractor with ripper attachment @ 60 cum per hour Front end loader 1 cum bucket capacity @ 50 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour c&d) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/100
day
-
day
0.260
hour
0.250
hour
0.300
hour
0.680
296
RBR-EECD Index-code
S. No
Description
1
2 ii
RBR-EECD-3
3
Rate Amount Unit Quantity Rs. Rs. 3
Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH Unit = sqm Taking output = 100 sqm a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Tractor with ripper attachment @ 60 cum per hour
4
5
6
Remarks 7
0.260 0.080
Front end loader 1 cum bucket capacity @ 50 cum per hour
hour
0.200
Tipper 5.5 cum capacity, 4 trips per hour c&d) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/100
hour
0.230
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH
Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Dozer D-50 for spreading @ 200 cum per hour Motor grader for grading @ 200 cum per hour Water tanker 6 kl capacity Three wheel 80-100 kN Static Roller (or) Vibratory Roller 80 - 100 kN @ 100 cum per hour c) Material Water d&e) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/100 Cost for 100 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/100
day
-
day
0.520
hour
0.500
hour hour
0.500 2.000
hour
1.250
hour
1.000
kl
12.000
Note : In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be provided.
RBR-EECD-4
4
Construction of Embankment with Material Obtained from Borrow Pits i
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH
Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor (Unskilled)
day
-
day
1.040
hour hour hour
1.670 4.500 0.500
b) Machinery Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour
Tipper 5.5 cum with 10 t capacity Dozer D-50 for spreading @ 200 cum per hour
297
RBR-EECD Index-code
S. No
Description
1
2
Motor grader for grading @ 200 cum per hour Water tanker 6 kl capacity Three wheel 80-100 kN Static Roller @ 80 cum per hour
Rate Amount Unit Quantity Rs. Rs. 3 hour
4 0.500
hour
2.000
hour
1.250
hour
1.000
5
6
Remarks 7
or Vibratory Roller 80 - 100 kN @ 100 cum per hour
c) Material kl 12.000 Water cum 100.000 Compensation for earth taken from private land d&e) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/100 Cost for 100 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/100 Note : 1. Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. 2. Loading & Unloading shall not be allowed since excavation proposed with hydraulic excavator and unloading by tipping. ii
Forming embankment with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including prewatering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m. (Payment will be made based on level for finished item of work).
Unit = cum Taking output = 10 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery
day
-
day
0.104
Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/ hour
hour
0.167
Tipper 5.5 cum with 10 t capacity (L = Actual Lead) Dozer D-50 for spreading @ 200 cum per hour Motor grader for grading @ 100 cum per hour Water tanker 6 kl capacity Vibratory Roller 80 - 100 kN @ 100 cum per hour
t.km
16 x L
hour
0.050
hour
0.100
hour
0.400
hour
0.100
c) Material Water Compensation for earth taken from private land d&e) Overheads & Contractors Profit Cost for 10 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/10
kl
0.240
cum
10.000
Note : Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate.
298
RBR-EECD Index-code
S. No
Description
1
2 Forming embankment with Side earth by mechanical means including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) (Payment will be made based on level for finished item of work).
iii
Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor (Unskilled)
Rate Amount Unit Quantity Rs. Rs. 3
4
day
-
day
0.520
5
6
Remarks 7
b) Machinery
RBR-EECD-5
5
i
1.670 Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum hr per hour hour 1.00 Motor grader for grading @ 200 cum per hour hour 4.00 Water tanker 6 kl capacity hour 1.00 Vibratory Roller 80 - 100 kN kl 24.000 C) Water cum 100.000 d) Seigniorage Charge Total e) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/100 Rate per cum a) Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD Unit = cum Taking output = 120 cum a) Labour day Mate day 46.800 Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost of 120 cum = a+b+c Rate per cum = (a+b+c)/120
b) Excavation in Cutting in Soil by manual means with lead beyond 50 m & upto 1000 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead beyond 50 m & upto 1000 m as per Technical Specification Clause 301 MORTH Unit = cum Taking output = 120 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Truck 5.5 cum capacity c&d) Overheads & Contractors Profit Cost of 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120
46.800 10.000
Note : In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omitted.
299
RBR-EECD Index-code
S. No 1 ii
Rate Amount Unit Quantity Rs. Rs.
Description 2 Excavation in Soil with Dozer with lead upto 100m
3
4
5
6
Remarks 7
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH. Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Dozer D-50 @ 50 cum per hour (cutting with pushing)
iii
c&d) Overheads & Contractors Profit Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180 Excavation in Soil using Hydraulic Excavator Tippers with disposal upto 1000 m
day
-
day
2.080
hour
3.600
and
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH
Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic excavator 0.9 cum bucket capacity @ 100 cum/ hour
Tipper 5.5 cum capacity, 4 trips per hour
RBR-EECD-6
6
day
-
day
2.080
hour hour
3.60 15.00
c&d) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d Rate per cum = (a+b+c+d)/360 3.6 Excavation in Marshy Soil 302 Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with all lifts and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 MORD / 301 MORTH
Unit = cum Taking output = 300 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Hydraulic excavator 0.90 cum bucket capacity @ 50 cum per hour hour hour Tipper 5.5 cum capacity, 4 trips per hour. c&d) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d Rate per cum = (a+b+c+d)/300
2.080 6.00 12.50
300
RBR-EECD Index-code
S. No 1
RBR-EECD-7
Description 2
7
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Removal of Unsuitable / Unserviceable Soil with Disposal upto 1000 m Removal of unsuitable / Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301 MORTH
Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Excavator 0.90 cum bucket capacity @ 100 cum per hour Tipper 5.5 cum capacity, 4 trips per hour c&d) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d Rate per cum = (a+b+c+d)/360
day
-
day
2.080
hour hour
3.60 15.00
Note : This item does not include replacement of unsuitable soil by suitable soil. Replacement, where required, is to be provided and paid separately under Clause 303.5.2.
RBR-EECD-8
8
i a
b
Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH Unit = cum Taking output = 120 cum a) Labour day Mate day Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 120 cum = a+b+c Rate per cum = (a+b+c)/120 Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with initial lift of 3 mts and lead beyond 50 m & upto 1000 m as per Technical Specification Clause 301 MORTH Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Truck 5.5 cum capacity c&d) Overheads & Contractors Profit Cost for 120 cum = a+b+c+d Rate per cum = (a+b+c+d)/120
72.800
day
-
day
72.800
hour
10.000
301
RBR-EECD Index-code
S. No
Description
1
2 c
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge Unit = 1 cum Taking output = 180 cum a) Labour Mate
day
-
Mazdoor (Unskilled)
day
2.080
Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum hour per hour
3.000
b) Machinery
c) Seigniorage Charges d) Overheads & Contractors Profit Cost for 180 cum = a+b+c+d
cum
180.000
Rate per cum a+b+c+d / 180 ii
iii
Excavation in Ordinary Rock with Dozer with lead upto 100m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 3 m as per Technical Specification Clause 301 MORTH / 302 MORD. Unit = cum Taking output = 108 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Dozer D-50 @ 50% of 100 cum per hour c&d) Overheads & Contractors Profit Cost for 108 cum = a+b+c+d Rate per cum = (a+b+c+d)/108
3.120 2.160
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal lead beyond 100 m & upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH Unit = cum Taking output = 240 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 40 cum / hour
Tipper 5.5 cum capacity, 4 trips per hour. c&d) Overheads & Contractors Profit Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240
day
-
day
2.080
hour hour
6.00 11.00
302
RBR-EECD Index-code
S. No 1
Description 2
iv
Rate Amount Unit Quantity Rs. Rs. 3
9
i
5
6
7
Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge Unit = 1 cum Taking output = 360 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum hour per hour hour Tipper 5.5 cum capacity, 4 trips per hour
RBR-EECD-9
4
Remarks
2.080 6.0000 16.00
cum c) Seigniorage Charges d) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d Rate per cum a+b+c+d / 360 (OR) Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH
Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor (Unskilled) Driller Blaster b) Machinery Dozer D-50 @ 30 cum per hour Air compressor, 210 cfm with 2 jack hammers Front end loader 1 cum bucket capacity @ 30 cum / hour Tipper 5.5 cum capacity, 2 trips per hour c) Materials Gelatine 80 per cent Electric Detonators @ 1 detonator for 2 gelatine sticks of 285 gm each Credit for excavated rock found suitable for use @ 50 per cent quantity blasted d&e) Overheads & Contractors Profit Cost for 180 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/180
day
-
day
3.220
day
2.00
day
0.25
hour
6.00
hour
6.00
hour hour
6.00 16.00
kg
70.00
each
252.00
cum
90.00
Note : 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced/restricted to that extent. 3. Credit for useful material received as per site conditions shall be taken into account. This has been assumed to be 50 per cent for the purpose of analysis.
303
RBR-EECD Index-code
S. No
Description
1
2 ii
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH
(A) Manual Means Unit = cum Taking output = 16 cum a) Labour Mate Mazdoor (Unskilled) Chiseller (Hammer Man) Blacksmith b) Machinery Tipper 5.5 cum capacity, 1 trip per hour
day
-
day
17.640
day
24.00
day
1.00
hour
2.90
Credit for excavated rock found suitable for use @ 50 per cent of cum excavated quantity
8.00
c&d) Overheads & Contractors Profit Cost for 16 cum = a+b+c+d Rate per cum = (a+b+c+d)/16 Note : 1. Credit is considered for 50 per cent of quantity of work. 2. Loading for disposal will be done manually, being small quantity. 3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the Contractor.
(B) Mechanical Means (with all lifts) Unit = cum Taking output = 36 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Hydraulic excavator 0.9 cum with rock breaker attachment hour @ 6 cum per hour hour Tipper 5.5 cum capacity tipper, 1 trip per hour Credit for excavated rock found suitable for use @ 50 per cent of cum excavated quantity
10.400 6.000 6.50 18.00
c&d) Overheads & Contractors Profit Cost for 36 cum = a+b+c+d Rate per cum = (a+b+c+d)/36 Note : 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent. 3. Being small quantity, manual loading will be economical in this case and has been provided accordingly. iii
Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH
Unit = cum Taking output = 180 cum a) Labour Mate Mazdoor (Unskilled) Driller Blaster
day
-
day
3.220
day
2.00
day
0.50
304
RBR-EECD Index-code
S. No
Description
1
2
b) Machinery Dozer D-50 @ 30 cum per hour Air compressor, 210 cfm with 2 jack hammers Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity, 4 trips per hour c) Materials Gelatine 80 per cent Electric detonators @ 1 detonator for 2 gelatine stick of 285 gm each
10
a
RBR-EECD-10
Rate Amount Unit Quantity Rs. Rs. 3
4
hour
6.00
hour
6.00
hour
6.00
hour
8.20
kg
70.00
each
1008.00
Credit for excavated rock found suitable for use @ 50 per cum cent quantity blasted d&e) Overheads & Contractors Profit Cost for 180 cum =a+b+c+d+e Rate per cum = (a+b+c+d+e)/180 Note : 1. Credit is considered for 50 per cent of quantity of blasted rock, if found suitable for construction. 2. In case some rock is issued to the Contractor at site, the item of carriage shall be reduced to that extent. Extra for every additional lift of 1.5 m or part thereof over initial lift of 3 m in all kinds of soils & rock, when executed manually For every additional lift of 1.5 m
5
6
Remarks 7
90.00
Unit 40 cum Labour
b
day Mazdoor (Unskilled) Overheads & Contractors Profit Cost for 40 cum Rate per 1 cum Extra for every additional lead of 50 m or part thereof over initial lead of 50 m in all kinds of soils & rock, when executed manually For every additional lead of 50 m
1.00
Unit 7 cum Labour day Mazdoor (Unskilled) Overheads & Contractors Profit Cost for 7 cum Rate per 1 cum Note : Head Leads limited to 150 m. Beyond 150 m only conveyance by machinery
RBR-EECD-11
11
Stripping, Storing and Relaying Top Soil from Right-ofWay (R.O.W) Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth as per Technical Specification Clause 302.3.2 MORD / 305 MORTH Unit = cum Taking output = 10 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery hour Dozer D-50 @ 100 cum per hour c&d) Overheads & Contractors Profit Cost for 10 cum = (a+b+c+d) Rate per cum = (a+b+c+d)/10
1.00
5.200 0.100
305
RBR-EECD Index-code
S. No
Description
1
RBR-EECD-12
RBR-EECD-13
12
13
2
14
3
4
5
6
Remarks 7
Stripping, Storing and Relaying Top Soil from Borrow Areas in Agricultural Fields Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per Technical Specification Clause 302.3.2 MORD / 305 MORTH Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Dozer D-50 with 100 cum per hour output (Initially stacking and relaying) c&d) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d Rate per cum = (a+b+c+d)/300 Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 MORD / 307 MORTH. Unit = sqm Talking output = 100 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Water tanker including watering for 3 months Tractor with Trolley c) Material Farmyard manure @ 0.18 cum per 100 sqm at site of work
RBR-EECD-14
Rate Amount Unit Quantity Rs. Rs.
Water d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100 Seeding and Mulching
day
-
day
2.080
hour
6.000
day
-
day
3.120
hour
2.00
hour
1.00
cum kl
0.18 12.00
Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion @ 0.23 litre per sqm and laying and fixing jute netting, including watering for 3 months all as per Technical Specification Clause 310 MORD / 308 MORTH.
Unit = sqm Taking output = 240 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery
day
-
day
10.400
Water tanker 6 kl capacity including watering for 3 months
hour
14.00
Tractor with Trolley c) Material Seeds Sludge/Farmyard manure @ 0.18 cum per 100 sqm Bitumen Emulsion Jute netting, open weave, 25 mm square opening Water for 3 months d&e) Overheads & Contractors Profit Cost for 240 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/240
hour
2.40
kg
3.60
cum
0.43
litere
55.20
sqm
264.00
kl
84.00
306
RBR-EECD Index-code
S. No
Description
1
RBR-EECD-15
2
15
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.
Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery
day
-
day
1.040
Hydraulic excavator 0.9 cum bucket capacity @ 100 cum/hour
hour
1.00
Tipper 5.5 cum capacity, 4 trips per hour Add rate for loading as per item 1.1 (ii) Add rate for unloading as per item 1.1 (iv) Dozer D-50 for spreading @ 200 cum per hour Motor grader for grading @ 200 cum per hour Water tanker with 6 kl capacity Three wheel 80-100 kN Static Roller @ 70 cum per hour
hour
4.50
cum
100.00
cum
100.00
hour
0.50
hour
0.50
hour
2.00
hour
1.43
hour
1.25
OR Vibratory road roller 8-10 tonnes @ 80 cum per hour c) Material Water Compensation for earth taken from private land d&e) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/100 Cost for 100 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/100
RBR-EECD-16
16
kl
12.000
cum
100.000
Compacting Original Ground i
Compacting original ground supporting embankment
Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 MORD / 305 MORTH. Unit = cum Taking output = 600 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Tractor with ripper attachment Three wheel 80-100 kN Static Roller OR Vibratory road roller 8-10 tonnes @ 80 cum per hour Water tanker 6 kl capacity c) Material Water d&e) Overheads & Contractors Profit Cost for 600 cum = a+b+c+d+e (3 Wheel Roller)
day
-
day
2.080
hour
6.000
hour
7.500
hour
7.500
hour
4.000
kl
24.000
Rate per cum = (a+b+c+d+e)/600 Cost for 600 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/600
307
RBR-EECD Index-code
S. No 1
Description 2
ii
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 MORD / 305 MORTH.
Unit = cum Taking output = 600 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Tractor with ripper attachment Motor grader for grading Water tanker 6 kl capacity Three wheel 80-100 kN Static Roller @70 cum per hour OR Vibratory road roller 8-10 tonnes @ 80 cum per hour c) Material Water d&e) Overheads & Contractors Profit Cost for 600 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/600 Cost for 600 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/600
RBR-EECD-17
17
day
-
day
3.120
hour
9.000
hour
6.000
hour
4.000
hour
8.600
hour
7.500
kl
24.000
Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 MORD
RBR-EECD-18
18
Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Three wheel static roller 80-100 kN Water tanker 6 kl, one trip per hour c) Material Water d&e) Overheads & Contractors Profit Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Presplitting Rock Excavation Slopes
day
-
day
6.280
day
1.00
hour
3.00
hour
2.00
kl
12.00
Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a D-50 dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m as per Technical Specification Clause 304.3 MORD / 303 MORTH
Unit = sqm Taking output = 400 sqm (120 cum considering 300 mm average depth of excavation over the existing rock face) a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Air compressor 250/210 cfm with 2 leads @ 20 cum per hour hour hour Dozer D-50 hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum capacity 2 trip per hour c) Material kg Gelatine 80 per cent Electric detonators @ 1 detonator for 2 gelatine sticks of 285 each gm each
15.600 6.00 6.00 6.00 11.00 42.00 672.00
d&e) Overheads & Contractors Profit Cost for 400 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/400 Note : In case blasted rock is issued to the Contractor against payment for construction work, the cost of carriage shall be reduced to that extent.
308
RBR-EECD Index-code
S. No
Description
1
2
19
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Construction of Embankment with Flyash/Pond ash available from Coal or Lignite Burning Thermal Plants as Waste Material
RBR-EECD-19
Construction of embankment with flyash conforming to Table 1 of IRC:SP:58 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200 mm thickness each at OMC, all as specified in IRC:SP:58 and as per approved plans with lead upto 1000 m as per Technical Specification Clause 306 MORD
Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery
day
-
day
4.160
Hydraulic excavator 0.9 cum bucket capacity @ 60 cum/ hour
hour
6.00
Tipper 5.5 cum capacity, flyash 360 x 1.2 = 432 t Loading as per item 1.1 (ii) Unloading as per item 1.1 (iv) Dozer D-50 for spreading @ 200 cum per hour Motor grader for grading @ 100/200 cum per hour Water tanker 6 kl capacity Three wheel 80-100 kN Static Roller
hour
16.00
cum
360.00
cum
360.00
hour
1.80
hour
1.80
hour
9.00
hour
4.50
hour
3.60
kl
54.00
OR
Vibratory road roller 8-10 tonnes @ 100 cum per hour c) Material Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Smooth Roller) Rate per cum = (a+b+c+d+e)/360
Note : 1. As flyash is available free of cost as waste material from Thermal Plants, cost of material has not been added. 2. If transportation of Flyash beyond 1000 m, conveyance may be allowed as per Chapter 1. 3. The earthcover on sides and intermediate layers of earth sandwiching the flyash have not been included in this analysis. The same are required to be provided as per approved design and priced separately as embankment construction.
RBR-EECD-20
20
i
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 MORD / 309 MORTH
Unit = m Taking output = 10 m (A) Manual Means a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 m = a+b+c Rate per m = (a+b+c)/10
day
-
day
2.080
309
RBR-EECD Index-code
S. No
Description
1
2
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Note : Where lining of drain is provided, quantity shall be worked out based on approved design and drawing and priced on rate of cement concrete of approved grade or stone/brick masonry as the case may be. (B) Mechanical Means a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic excavator 0.9 cum bucket capacity @ 100 cum/hour
ii
day day
0.260
hour
0.040
c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per m = (a+b+c+d)/10 Surface Drains in Ordinary Rock Construction of unlined surface drain of average crosssectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307MORD / 309 MORTH. Excavated material to be used in embankment at site. Unit = m Taking output = 10 m (A) Manual Means a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 m = a+b+c Rate per m = (a+b+c)/10 (B) Mechanical Means a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic excavator 0.9 cum bucket capacity @ 40 cum /hour
day
-
day
3.120
day
-
day
0.520
hour
0.100
c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per m = (a+b+c+d)/10 (iii) Surface Drains in Hard Rock
RBR-EECD-21
21 A
Rate per m may be worked out based on quantity of hard rock as per design. For rate of hard rock cutting, refer relevant item in this ChapterDrains Chute Providing chute drains across embankment slopes in approaches of bridges and on horizontal curves as per drawings as per Specification 307 MORD. Unit = 1 m (a) Earthwork in excavation for foundations of structures as per drawings and technical specifications Clause 307 including setting out construction of shoring and bracing deleterious matter, dressings of sides and bottom and backfilling with approved material (By manual means).
Rate as per item No.1 of Chapter 11.
cum
(b) Providing and laying plain cement concrete M15 grade.
Rate as per item No.5 of Chapter 12. (c) Brick Masonry in cement mortar 1:5. Rate as per item No. 1 (III) of Chapter 12. (d) Plastering with cement mortar 1:4. Rate as per item No. 3 (A) of Chapter 12.
cum cum
sqm
(e) Providing P.C.C. M.20 coping on the top of chute walls.
As per item No. 13 of Chapter 12. B
m
Rate per m = a+b+c+d+e Providing chute drains across embankment slopes in approaches of bridges and on horizontal curves as per drawings as per Specification 307 MORD. Unit = 1 m (a) Earthwork in excavation for foundations of structures as per drawings and technical specifications Clause 307 including setting out construction of shoring and bracing deleterious matter, dressings of sides and bottom and backfilling with approved material (By manual means).
Rate as per item No. 1 of Chapter 11.
cum
(b) Providing and laying plain cement concrete M15 grade.
310
RBR-EECD Index-code
S. No 1
Description 2
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
cum Rate as per item No.5 of Chapter 12. (c) Coursed rubble stone masonry (2nd Sort) in cement mortar 1:4 cum Rate as per item No. 4 (II) (ii) of Chapter 12.
(d) Plastering with cement mortar 1:4. Rate as per item No. 3 (A) of Chapter 12.
sqm
(e) Providing P.C.C. M.20 coping on the top of chute walls.
As per item No. 13 of Chapter 12. Rate per m = a+b+c+d+e
m
Note : Quantities are to be taken as per the designs and drawings.
RBR-EECD-22
22
Sub – Surface drains with Perforated Pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal / asbestos cement / cement concrete / PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilized in roadway at site as per Specification 309 MORTH
RBR-EECD-23
23
Unit = m Taking output = 10 m a) Labour day Mate day 2.040 Mazdoor for excavation and back filling c) Material m 10.000 Perforated pipe of cement concrete, internal dia 100mm cum 2.400 Crushed stone as per table 300-3 d&e) Overheads & Contractors Profit Cost for 10 m = a+b+c+d+e Rate per m = (a+b+c+d+e) /10 Note : Type of pipe may be modified depending upon provision in design. Aggregate Sub-Surface Drains Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway as per Specification 309 MORTH
Unit = metre Taking output = 10 metres a) Labour day Mate Mazdoor for excavation and back filling with aggregates day b) Material cum Crushed stone as per table 300-3 MORTH c&d) Overheads & Contractors Profit Cost for 10 metres = a+b+c+d Rate per metre = (a+b+c+d)/10 Note : Provide suitable grading as per table 300-3 MORTH, keeping classification of soils met.
1.520 1.350
311
RBR-EECD Index-code
S. No 1
RBR-EECD-24
24
Description 2
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Underground Drain at Edge of Pavement Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads as per Specification 309 MORTH.
Unit = Running metre Taking output = one metre cum a) Earthwork in soil cum b) RCC work M-20 Rate per metre = (a+b) Rates for these items may be taken from chapters on earth work and substructures respectively.
RBR-EECD-25
25
1.500 0.495
Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310 MORTH
RBR-EECD-26
24
Unit = sqm Taking output = 3500sqm a) Labour Mate Mazdoor Mazdoor skilled b) Machinery Smooth 3 wheeled steel roller 8-10 tonnes Water tanker 6 KL, one trip per hour c) Material Cost of water d&e) Overheads & Contractors Profit Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Construction of Rock fill Embankment Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313 MORTH. Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor for excavation and back filling b) Machinery Dozer 80 HP for spreading @ 200 cum per hour Vibratory road roller 8-10 tonnes @ 100 cum per hour Water tanker 6 kl, one trip per hour c) Material Cost of Water c&d) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d Rate per cum = (a+b+c+d) / 100
day day day
6.280 1.000
hour hour
3.000 3.000
KL
18.000
day
-
day
1.540
Hour
0.50
Hour
1.00
Hour
2.00
Kl
12.00
Note : It is assumed that rock is available at site from roadway cutting. In case, portion of the rock requires breaking to acceptable size of 300 mm, breaking charges will have to be added.
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
312
RBR-EECD Index-code
S. No
Description
1
RBR-EECD-27
2
27
Rate Amount Unit Quantity Rs. Rs. 3
4
5
6
Remarks 7
Work in Urban Roads The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons: a)
There is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of working time which may be in the range of 10 -15 per cent
b)
There is considerable disruption of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of manpower and machines is substantially reduced due to factors mentioned above.
c)
Cost of living in urban areas is comparatively more resulting into higher wages.
d)
At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special transport for working parties due to odd hour In the light of above, the authorities engaged in preparing the cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual conditions in specific cases will have to give in justification.
313
RBR-SBBS
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 4 GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS Index-code
RBR-SBBS-1
S. No
Description
Unit
Quantity
1
2
3
4
day day day
2.48 10.00
hour hour
6.00 30.00
hour hour
6.00 12.00
hour
3.00
cum cum cum kl
192.00 77.00 115.00 18.00
day day day
2.48 10.00
hour hour
6.00 30.00
hour hour hour
6.00 12.00 3.00
cum cum cum kl
134.00 96.00 153.00 18.00
1
Rate Rs. 5
Amount Rs. 6
Remarks 7
Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1) A By Mix in Place Method Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. i
For Grading I Material ( CBR Value minimum 30) Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor Grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @ 10 cum per hour OR
vibratory roller 80-100 kN Tractor with Rotavator 25 cum per hour Water tanker 6 kl capacity c) Material Well graded / Close Graded granular sub-base material as per Table 400.1
ii
53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent Water d&e) Overheads & Contractors Profit Cost for 300cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300 For Grading II Material (CBR Value minimum 25) Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor Grader 110 HP @ 50 cum per hour
Three wheel 80-100 kN static roller @ 10 cum per hour OR
vibratory roller 80-100 kN Tractor with Rotavator 25 cum per hour Water tanker 6 kl capacity c) Material Well graded/ Close Graded granular sub-base material as per Table 400.1
26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent Water d&e) Overheads & Contractors Profit Cost for 300cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300
315
RBR-SBBS Index-code
S. No 1 iii
Description
Unit
Quantity
3
4
day day day
2.40 8.00
hour hour
6.00 30.00
hour hour hour
6.00 12.00 3.00
cum cum
255.00 129.00
cum cum cum kl
134.40 48.00 201.60 18.00
day day day
2.40 8.00
hour hour
7.50 4.00
Front end loader 0.9 cum / 1 cum bucket capacity 37.5 cum per hour
hour
6.00
Tipper 5.5 cum @ 3 trips per hour Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller 10 cum per hour
hour hour hour
13.60 4.50 22.50
OR vibratory roller 80-100 kN
hour
6.00
cum cum cum kl
144.00 57.00 86.40 24.00
2 For Grading III Material (CBR Value minimum 20)
Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor Grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @ 10 cum per hour
OR vibratory roller 80-100 kN Tractor with Rotavator 25 cum per hour Water tanker 6 kl capacity c) Material Well graded/ Close Graded granular sub-base material as per Table 400.1
9.5 mm to 4.75 mm @ 66 per cent 2.36 mm below @ 34 per cent Or 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent Water
Rate Rs. 5
Amount Rs. 6
Remarks 7
Total d&e) Overheads & Contractors Profit Cost for 300cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) B
Rate per cum = (a+b+c+d+e)/300 Plant Mix Method (i) Construction of granular sub-base by providing well graded / Close Graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401
i
For Grading I Material ( CBR Value minimum 30) Unit = cum Taking output = 225 cum (450 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Wet mix plant @ 60 /75 t capacity per hour Water tanker 6 kl capacity 5 km lead with one trip per hour
c) Material Well graded/ Close Graded granular sub-base material as per Table 400.1 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent Water d&e) Overheads & Contractors Profit Cost for 225 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/225 Cost for 225 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/225
316
RBR-SBBS Index-code
S. No 1 ii
Description 2 For Grading II Material (CBR Value minimum 25)
Unit = cum Taking output = 225 cum (450 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Wet mix plant @ 75 t capacity per hour Water tanker 6 kl capacity 5 km lead with one trip per hour Front end loader 0.9 cum bucket capacity 37.5 cum per hour
Tipper 5.5 cum, 3 trips per hour Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller 10 cum output OR vibratory roller 80-100 kN c) Material Well graded / Close Graded granular sub-base material as per Table 400.1 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent Water d&e) Overheads & Contractors Profit
iii
Unit
Quantity
3
4
day day day
2.40 8.00
hour hour
7.50 4.00
hour hour hour hour
6.00 13.60 4.50 22.50
hour
6.00
cum cum cum kl
100.80 72.00 115.20 24.00
day day day
2.40 8.00
hour hour
7.50 4.00
hour hour hour hour
6.00 13.60 4.50 22.50
hour
6.00
cum cum cum kl
100.80 36.00 151.20 24.00
Rate Rs. 5
Amount Rs. 6
Remarks 7
Cost for 225 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/225 Cost for 225 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/225 For Grading III Material (CBR Value minimum 20)
Unit = cum Taking output = 225 cum (450 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Wet mix plant @ 60 t capacity per hour Water tanker 6 kl capacity 5 km lead with one trip per hour Front end loader 0.9 cum bucket capacity 37.5 cum per hour
Tipper 5.5 cum, 3 trips per hour Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller 10 cum output OR vibratory roller 80-100 kN c) Material Well graded / Close Graded granular sub-base material as per Table 400.1 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent Water d&e) Overheads & Contractors Profit Cost for 225 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/225 Cost for 225 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/225
317
RBR-SBBS Index-code
RBR-SBBS-2
S. No
Description
Unit
Quantity
1
2
3
4
day day day
2.40 8.00
hour hour hour
6.00 6.00 3.00
cum cum cum KL
134.40 172.80 76.80 18.00
cum cum KL
288.00 96.00 18.00
cum cum KL
255.00 129.00 18.00
day day day
2.40 8.00
2
A
Rate Rs. 5
Amount Rs. 6
Remarks 7
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.
Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Mortar Grader 110 HP @ 50 cum per hour Vibratory roller 8 -10 tonne Water tanker 6 KL capacity c) Material For coarse graded Granular sub-base Materials per table 400-2 For grading-I Material (CBR Value minimum 30) 53 mm to 26.5 mm @ 35 per cent 26.5 mm to 4.75 mm @ 45 per cent 2.36 mm below @ 20 per cent (Coarse Sand)
Cost of water OR For Grading-II Material (CBR Value minimum 25) 26.5 mm to 4.75 mm @ 75 per cent 2.36 mm below @ 25 per cent (Dust) Cost of water OR For Grading-III Material (CBR Value minimum 20) 9.5 mm to 4.75 mm @ 66 per cent 2.36 mm below @ 34 per cent (Dust) Cost of water (i) Rate per cum for grading-I Material d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 (ii) Rate per cum for grading-II Material d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 (iii) Rate per cum for grading-III Material d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 Note : Any one of the grading for material may be adopted as per design B (i) Gravel / Soil - Aggregate Base (Table 400.2) Grading A a) Construction of gravel / soil - aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN to achieve the desired density, complete as per Technical Specifications Clause 402 MORD.
Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
318
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
hour hour
6.00 30.00
hour hour hour
6.00 5.00 12.00
cum cum cum kl
134.40 172.80 76.80 30.00
day day day
2.40 8.00
hour hour
6.00 30.00
hour hour hour
6.00 5.00 12.00
cum cum kl
288.00 96.00 30.00
b) Machinery Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @ 10 cum per hour
OR Vibratory Roller 80-100 kN Water tanker 6 kl capacity Tractor with Rotavator 25 cum per hour c) Material For well graded granular sub-base materials as per Table 400.2 For Grading A Material 53 mm to 26.5 mm @ 35 per cent 26.5 mm to 4.75 mm @ 45 per cent 2.36 mm below @ 20 per cent Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300 ii
Rate Rs. 5
Amount Rs. 6
Remarks 7
Gravel / Soil - Aggregate Base (Table 400.2) Grading B
a) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80capacity to achieve the desired density, 100 kN complete as per Technical Specification Clause 402 Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @ 10 cum per hour
OR Vibratory Roller 80-100 kN Water tanker 6 kl capacity Tractor with Rotavator 25 cum per hour c) Material For well graded granular sub-base materials as per Table 400.2 For Grading B Material 26.5 mm to 4.75 mm @ 75 per cent 2.36 mm below @ 25 per cent Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300
319
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2 Gravel / Soil - Aggregate Base (Table 400.2) Grading C a) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD
3
4
day day day
2.40 8.00
iii
Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour
hour
6.00
Three wheel 80-100 kN static roller @ 10 cum per hour
hour
30.00
hour hour hour
6.00 5.00 12.00
cum cum kl
255.00 129.00 30.00
day day day
2.40 8.00
hour hour
6.00 30.00
hour hour hour
6.00 5.00 12.00
cum cum kl
153.60 210.40 30.00
OR Vibratory Roller 80-100 kN Water tanker 6 kl capacity Tractor with Rotavator 25 cum per hour c) Material For well graded granular sub-base materials as per Table 400.2 For Grading C Material 9.5 mm to 4.75 mm @ 66 per cent 2.36 mm below @ 34 per cent Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300 C i
Rate Rs. 5
Amount Rs. 6
Remarks 7
Gravel/Soil-Aggregate Surface Course (Table 400.3) Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD
Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @ 10 cum per hour
OR Vibratory Roller 80-100 kN Water tanker 6 kl capacity Tractor with Rotavator 25 cum per hour c) Material For well graded granular sub-base materials as per Table 400.3
4.75 to 2.36 mm 40 per cent 2.36 mm below @ 60 per cent Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300
320
RBR-SBBS Index-code
RBR-SBBS-3
S. No
Description
Unit
Quantity
1
2
3
4
day day day
2.44 35.00
hour
2.15
hour
3.00
t kl
5.26 18.00
day day day
1.36 8.00
Tractor with ripper and rotavator attachments @ 60 cum per hour for ripping and 25 cum per hour for mixing
hour
12.00
Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN Static roller @ 70 cum/hour Water tanker 6 kl capacity c) Material Lime Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300
hour hour
6.00 4.30
hour
5.00
t kl
10.50 30.00
3
A
Rate Rs. 5
Amount Rs. 6
Remarks 7
Lime Stabilisation for Improving Subgrade Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at 80-100 kN OMC to the desired density to form a layer of improved Subgrade as per Technical Specification Clause 403 MORD.
(A) By Manual Means Unit = cum Taking output = 150 cum (263 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Three wheel 80-100 kN Static roller @ 70 cum/hour Water tanker 6 kl capacity c) Material Lime Water d&e) Overheads & Contractors Profit Cost for 150 cum = a+b+c+d+e Rate per cum = ( a+b+c+d+e)/150 (B) By Mechanical Means Unit = cum Taking output = 300 cum (525 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
Note : The exact quantity of lime shall be as per design. B
Lime Stabilisation for Improving Sub-grade Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of weight by quick lime (CaO), grading with motor grader and compacting with the Vibratory road roller at OMC to the desired density to form a layer of improved sub grade as per Technical Specification 402 MORTH Unit = cum Taking output = 300 cum (525 tonne) i. By Mechanical Means a) Labour Mate Skilled mazdoor for alignment and geometrics Mazdoor for spraying lime
day
-
day
1.36
day
8.00
321
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
b) Machinery Tractor with ripper and rotavator attachments @ 60 cum per hour for ripping and 25 cum per hour for mixing
hour
12.00
hour Motor Grader 110 HP @ 50 cum per hour hour Vibratory roller 8 - 10 tonne capacity hour Water tanker 6 KL capacity c) Material tonne Lime at site KL Cost of water d&e) Overheads & Contractors Profit Cost for 300 cum= a+b+c+d+e Rate per cum =( a+b+c+d+e)/300 Note : Though vibratory roller is required only for 3 hours as per norms, but the same has to be available at site for 6 hours as other machines for spreading and mixing will take 6 hours. The usage rates of roller have been multiplied with a factor of 0.65.
ii. By Manual Means Unit = cum Taking output = 150 cum (263 tonnes) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Vibratory roller 8 - 10 tonne @ 60 cum per hour Water tanker 6 KL capacity c) Material Lime at site Cost of water d&e) Overheads & Contractors Profit Cost for 150 cum= a+b+c+d+e Rate per cum =( a+b+c+d+e)/150
RBR-SBBS-4
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
6.00 3.90 12.00 15.75 72.00
day
-
day
2.44
day
35.00
hour
2.50
hour
6.00
tonne
8.00
KL
36.00
day day day
2.48 10.00
Lime Treated Soil for Sub-Base A
Providing, laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 4 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 per cent of the max dry density to form a layer of sub-base as per Technical Specification Clause 403 MORD.
Unit = cum Taking output = 300 cum (525 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Hydraulic Excavator 0.90 cum bucket capacity
hour
5.00
Tipper 5.5 cum 4 trips per hour Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN Static roller @ 70 cum /hour
hour hour hour
14.00 6.00 4.30
Tractor with rotavator and blade @ 25 cum per hour
hour hour
12.00 5.00
t kl
21.00 30.00
Water tanker 6 kl capacity c) Material Lime Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 Note :The exact quantity of lime shall be as per design.
322
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2 Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base as per Technical Specification 402 MORTH.
3
4
day day day
2.480 10.000
hour
6.000
B
Unit = cum Taking output = 300 cum (525 tonnes) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Excavator 0.90 cum bucket capacity Tipper for carriage of soil Tipper 5.5 cum 4 trips per hour Motor Grader 110 HP @ 50 cum per hour Vibratory roller 8 - 10 tonne Tractor with Rotavator and blade @ 25 cum per hour
Water tanker 6 KL capacity Material Lime at site Cost of water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum= (a+b+c+d+e)/300
t.km
-
hour hour hour hour hour
14.00 6.000 6.000 12.000 12.000
tonne KL
15.750 72.000
day day
1.100 0.700
cum hour
0.100 0.016
cum
1.100
cum cum kl
0.270 0.220 0.1
day day day
2.48 10.00
Rate Rs. 5
Amount Rs. 6
Remarks 7
c)
5
RBR-SBBS-5
Soling with 150 mm cubes hard stone including 25% of Metal of 40 to 80 mm. size for packing and 20% Gravel for filling interstices and compacting with 80 - 100 kN Power Roller including hire charges of Power Roller, watering etc. complete.
Unit = cum Taking output = 1 cum a) Labour Men Mazdoor for conveyance & packing Women Mazdoor b) Machinery
RBR-SBBS-6
6
Consolidating soling with static Power Roller80-100kN Water Tanker 6Kl capacity c) Material Hard stone 150 mm size (Granite) (Soling Stone) 40 mm - 80 mm size metal (Hand broken) Gravel Water d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) A Cement Treated Soil Sub-Base/Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the smooth wheel road roller / Vibratory Roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base as per Technical Specification Clause 404 MORD.
Unit = cum Taking output = 300 cum (525 t) For 4 per cent quantity of cement by weight of soil a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
323
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
b) Machinery Hydraulic Excavator 0.90 cum bucket capacity Tipper 5.5 cum Motor grader 110 HP @ 50 cum per hour
hour hour hour
5.00 14.00 6.00
Three wheel 80-100 kN static roller @ 70 cum per hour
hour
4.30
hour hour
6.00 12.00 5.00
t
21.00
kl Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/300 Cost for 300 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/300 Note : The exact quantity of cement shall be as per design.
30.00
OR vibratory roller 80-100 kN @ 60 cum per hour Tractor with rotavator and blade @ 25 cum per hour
Water tanker 6 kl capacity c) Material Cement at site @ 4% (of 525 t)
B
Rate Rs. 5
Amount Rs. 6
Remarks 7
Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification 403 MORTH.
Unit = cum Taking output = 300 cum (600 tonnes) Quantity of cement assumed as 4 per cent of quantity of crushed rock by weight. a) Labour day Mate day Mazdoor skilled day Mazdoor b) Machinery hour Motor Grader 110 HP @ 50 cum per hour hour Vibratory roller 8 - 10 tonne Tractor with Rotavator and blade @ 25 cum per hour hour hour Water tanker 6 KL capacity c) Material tonne Cement at site @ 4 per cent by weight of crushed aggregate (600 tonne) Grading of material for sub-base course 37.5 mm to 9.5 mm @ 55 per cent 9.5 mm to 4.75 mm @ 20 per cent 4.75 mm to 75 micron @ 25 per cent Cost of water
2.48 10.00 6.00 6.00 12.00 10.00 24.00
cum cum cum KL
211.20 76.80 96.00 60.00
cum cum cum KL
124.80 19.20 240.00 60.00
or Grading of material for Base course 37.5 mm to 9.5 mm @ 32.5 per cent 9.5 mm to 4.75 mm @ 5 per cent 4.75 mm to 75 micron @ 62.5 per cent Cost of water (i) For Sub-Base course d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 (ii) For Base course d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 Note : Quantities of aggregates provided under 'c' above are uncompacted quantities.
324
RBR-SBBS Index-code
RBR-SBBS-7
S. No
Description
Unit
Quantity
1
2
3
4
day day
2.08
hour
0.20
day day
4.16
hour
0.40
day day day
2.92 21.00
hour hour hour
6.00 6.00 18.00
cum
720.00
KL
108.00
day
-
7
Rate Rs. 5
Amount Rs. 6
Remarks 7
Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per Technical Specification 404.3.1 MORTH.
Unit = sqm Taking output = 30 m x 7 m = 210 sqm (i) 25mm deep furrow cutting a)
Labour Mate Mazdoor b) Machinery Tractor-trolley c&d) Overheads & Contractors Profit Cost for 210 sqm= a+b+c+d Rate per sqm =(a+b+c+d)/210 (ii) 50mm deep furrow cutting a) Labour Mate Mazdoor b) Machinery Tractor-trolley c&d) Overheads & Contractors Profit Cost for 210 sqm= a+b+c+d Rate per sqm =(a+b+c+d)/210
RBR-SBBS-8
8
Inverted Choke Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc as per Technical Specification 404.3.2 MORTH.
RBR-SBBS-9
9
Unit = cum Taking output = 600 cum a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Motor Grader 110 HP Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 KL capacity c) Material Screening type 'B' or coarse sand Cost of water d&e) Overheads & Contractors Profit Cost for 600 cum = a+b+c+d+e Rate per cum = ( a+b+c+d+e)/600 Water Bound Macadam Sub-base/base A With stone screening / binding materials I WBM Grading 1 (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80 -100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404 MORTH & 405 MORD. For compacted thickness of 100 mm.
By Manual Means (Common for rural & urban works) Unit = cum Taking output = 360 cum a) Labour Mate
325
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3 day day
4 12.08 250.00
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works (OR)
hour
36.00
hour
12.00
Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 kl capacity
hour
6.00
hour
24.00
cum
435.60
cum
97.20
cum
28.80
kl
144.00
day day day
2.68 15.00
Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
Rate Rs. 5
Amount Rs. 6
Remarks 7
c) Material (Refer Tables 400.7, 8, 9 and 10)
Aggregate Grading 1 90 mm to 45 mm @ 1.21 cum per 10 sqm for compacted thickness of 100 mm
Stone Screenings Type A 13.2 mm for Grading-1 @ 0.27 cum per 10sqm
Binding Material Binding Material @ 0.08 cum per 10 sqm for grading 1 material
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading
hour
7.20
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works (OR)
hour
36.00
hour
12.00
Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 and 10) Aggregate Grading 1 90 mm to 45 mm @ 1.21 cum per 10 sqm for compacted thickness of 100 mm Stone Screening Type A 13.2 mm for Grading-1 @ 0.27 cum per 10sqm
hour hour
6.00 24.00
cum
435.60
cum
97.20
cum
28.80
kl
144.00
Binding Material Binding Material @ 0.08 cum per 10 sqm for Grading 2 material
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360
326
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day
12.08 250.00
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR)
hour
36.00
Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
hour
12.00
II
Rate Rs. 5
Amount Rs. 6
Remarks 7
WBM Grading 2
(i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD / 404 MORTH. For compacted thickness of 75 mm.
By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
(OR) Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 and 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm
(OR) Type B 13.2 mm for Grading 2 @ 0.12 cum per 10sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material Water d&e) Overheads & Contractors Profit Using 11.2 mm for Grading 2 : Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 Using 13.2 mm for Grading 2 Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
hour
6.00
hour
24.00
cum
435.60
cum
86.40
cum
57.60
cum
28.80
kl
144.00
day day day
2.68 15.00
327
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading
hour
7.20
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
hour
36.00
hour
12.00
(OR) Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening Type B 11.2 mm for Grading 2 @ 0.20 cum per 10sqm (OR) Type B 13.2 mm for Grading 2 @ 0.12 cum per 10sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material Water d&e) Overheads & Contractors Profit Using 11.2 mm for Grading 2 : Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360
hour
6.00
hour
24.00
cum
435.60
cum
86.40
cum
57.60
cum
28.80
kl
144.00
day day day
12.08 250.00
hour
36.00
hour
12.00
hour hour
6.00 24.00
Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 Using 13.2 mm for Grading 2 Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 III
Note : Type A Screening can be used in Grading 2 WBM Grading 3 (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD/ 404 MORTH. For compacted thickness of 75 mm.
By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
(OR) Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 kl capacity
328
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
cum
435.60
cum
86.40
cum
28.80
kl
144.00
c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening Type B 11.2 mm for Grading 3 @ 0.18 cum per 10sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller)
Rate Rs. 5
Amount Rs. 6
Remarks 7
Rate per cum = (a+b+c+d+e)/360 Note : When BT is taken up, simultaneously, avoid Binding material By Mechanical Means Unit = cum Taking output = 360 cum a) Labour day Mate day 2.68 Mazdoor (Skilled) day 15.00 Mazdoor (Unskilled) b) Machinery hour 7.20 Motor grader 110 HP @ 50 cum per hour for spreading Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR)
hour
36.00
Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
hour
12.00
(OR) Vibratory roller 8-10 tonnes @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening Type B 11.2 mm for Grading 3 @ 0.18 cum per 10sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360
hour
6.00
hour
24.00
cum
435.60
cum
86.40
cum
28.80
kl
144.00
Note : When BT is taken up, simultaneously, avoid Binding material
329
RBR-SBBS Index-code
RBR-SBBS-10
S. No
Description
Unit
Quantity
1
2
3
4
day day day
12.08 250.00
hour
36.00
hour
12.00
hour hour
6.00 24.00
cum
435.60
cum
108.00
cum
28.80
kl
144.00
day day day
2.68 15.00
9
B
Rate Rs. 5
Amount Rs. 6
Remarks 7
Water Bound Macadam with Crushable Screenings such as Gravel or Morrum WBM Grading 1 (Using Graded Metal)
I (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller / Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 MORD / 404 MORTH.
(A) By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
(OR) vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 1 90 mm to 45 mm @ 1.21 cum per 10 sqm for compacted thickness of 100 mm Crushable type such as moorum or Gravel for grading 1 @ 0.30 cum per 10 sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 1 material (for R&B & Urban Works Only) Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 (B) By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
(OR) vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity
hour
7.20
hour
36.00
hour
12.00
hour hour
6.00 24.00
330
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
cum
435.60
cum
108.00
cum
28.80
kl
144.00
day day day
12.08 250.00
hour
36.00
hour hour
6.00 24.00
cum
435.60
cum
108.00
kl
144.00
day day day
2.68 15.00
c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 1 90 mm to 45 mm @ 1.21 cum per 10 sqm for compacted thickness of 100 mm Crushable type such as Moorum or gravel for Grading 1 @ 0.30 cum per 10 sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 1 material (for R&B & Urban Works Only) Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 (ii) WBM Grading 1 (Using Single Grade Metal)
Rate Rs. 5
Amount Rs. 6
Remarks 7
Providing, laying, spreading and compacting stone aggregates of 75 mm single Grade to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller / Vibratory Roller 80100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 MORD.
(A) By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Three wheel 80-100 kN static roller @ 10 cum per hour (or) vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity Material (Refer Tables 400.7, 8, 9 and 10 MORD) Aggregate Grading 1 Hand broken stone aggregate 75 mm nominal size @ 1.21 cum per 10 sqm for compacted thickness of 100 mm Crushable type such as moorum or Gravel for grading 1 @ 0.30 cum per 10 sqm Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 (B) By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading Three wheel 80-100 kN static roller @ 10 cum per hour (or) vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity
hour
7.20
hour
36.00
hour hour
6.00 24.00
331
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
cum
435.60
cum
108.00
kl
144.00
day day day
12.08 250.00
hour
36.00
hour
12.00
hour hour
6.00 24.00
cum
435.60
cum
105.59
cum
28.80
kl
144.00
day day day
2.68 15.00
Material (Refer Tables 400.7, 8, 9 and 10 MORD) Aggregate Grading 1 Hand broken stone aggregate 75 mm nominal size @ 1.21cum per 10 sqm for compacted thickness of 100 mm Crushable type such as Moorum or gravel for Grading 1 @ 0.30 cum per 10 sqm Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 II WBM Grading 2 (using Graded Metal) (i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD / 404 MORTH. (A) By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
Rate Rs. 5
Amount Rs. 6
Remarks 7
(OR)
vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Crushable type such as Moorum or gravel for Grading 2 @ 0.22 cum per 10 sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (for R&B & Urban Works Only) Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 (B) By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
332
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading
hour
7.20
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR)
hour
36.00
Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works (OR)
hour
12.00
vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 2 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Crushable type such as Moorum or gravel for Grading 2 @ 0.22 cum per 10 sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (for R&B & Urban Works Only)
hour hour
6.00 24.00
cum
435.60
cum
105.59
cum
28.80
kl
144.00
day day day
12.08 250.00
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR) Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works (OR)
hour
36.00
hour
12.00
vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 and 10) Aggregate
hour hour
6.00 24.00
Grading 2 Hand broken stone aggregate 63 mm nominal size (passing 80 mm & retained on 50 mm sieve) @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
cum
435.60
Crushable type such as Moorum or gravel for Grading 2 @
cum
105.59
kl
144.00
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360
Rate Rs. 5
Amount Rs. 6
Remarks 7
(ii) WBM Grading 2 (using single grade metal) Providing, laying, spreading and compacting stone aggregates of 63 mm nominal single size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 MORD.
(A) By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
0.22 cum per 10 sqm Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360
333
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day
2.68 15.00
(B) By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading
III
hour
7.20
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR)
hour
36.00
Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works (OR)
hour
12.00
vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 and 10) Aggregate Grading 2 Hand broken stone aggregate 63 mm nominal size (passing 80 mm & retained on 50 mm sieve) @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Crushable type such as Moorum or gravel for Grading 2 @ 0.22 cum per 10 sqm Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360
hour hour
6.00 24.00
cum
435.60
cum
105.59
kl
144.00
day day day
12.08 250.00
Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works (OR)
hour
36.00
Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works
hour
12.00
hour hour
6.00 24.00
cum
435.60
cum
105.59
Rate Rs. 5
Amount Rs. 6
Remarks 7
WBM Grading 3 (using Graded Metal)
(i) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD / 404 MORTH.
(A) By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
(OR)
vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Crushable type such as Moorum or gravel for Grading 3 @ 0.22 cum per 10 sqm
334
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (for R&B & Urban Works Only)
cum
28.80
kl
144.00
day day day
2.68 15.00
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 (B) By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP @ 50 cum per hour for spreading Three wheel 80-100 kN static roller @ 10 cum per hour for Rural Area works
hour
7.20
hour
36.00
hour
12.00
Rate Rs. 5
Amount Rs. 6
Remarks 7
(OR)
Three wheel 80-100 kN static roller @ 30 cum per hour for R&B & Urban Works (OR)
hour vibratory roller 80-100 kN @ 60 cum per hour hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 & 10 MORD/ 400.6, 7, 8 & 9 MORTH) Aggregate cum Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm cum Crushable type such as Moorum or gravel for Grading 3 @ 0.22 cum per 10 sqm Binding Material Binding Material @ 0.06 cum per 10 sqm for Grading 2 cum material (for R&B & Urban Works Only) kl Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 Note : Whenever BT is taken up simultaneously binding material can be deleted (ii) WBM Grading 3 (using Single Grade Metal)
6.00 24.00
435.60 105.59
28.80 144.00
Providing, laying, spreading and compacting stone aggregates of 40 mm Single nominal size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ Vibratory Roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD.
(A) By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
day day day
12.08 250.00
335
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
hour
36.00
hour hour
6.00 24.00
cum
435.60
cum
105.59
kl
144.00
day day day
2.68 15.00
b) Machinery Three wheel 80-100 kN static roller @ 10 cum/ hour or vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 and 10) Aggregate Grading 3 Hand broken stone aggregate 40 mm nominal size @ 0.91 cum per 10 sqm for compacted thickness of 75 mm Crushable type such as Moorum or gravel for Grading 3 @ 0.22 cum per 10 sqm
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 (B) By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
RBR-SBBS-11
Motor grader 110 HP @ 50 cum per hour for spreading
hour
7.20
Three wheel 80-100 kN @ Static roller or vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material (Refer Tables 400.7, 8, 9 and 10) Aggregate
hour
36.00
hour hour
6.00 24.00
Grading 3 Hand broken stone aggregate 40 mm nominal size @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
cum
435.60
Crushable type such as Moorum or gravel for Grading 3 @ 0.22 cum per 10 sqm
cum
105.59
kl
144.00
day day day
8.00 2.40
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 Wet Mix Macadam
10
Rate Rs. 5
Amount Rs. 6
Remarks 7
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
A
By Mechanical Means with 1 km lead Rural Works Unit = cum Taking output = 100 cum a) Labour Mate Dresser (Skilled) for alignment Mazdoor (Skilled)
336
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
b) Machinery Front end loader 1 cum capacity Wet mix plant (Pug Mill) Tipper/Dumper (10-t) capacity / 5-6 t capacity Motor Grader @ 50 cum per hour Water tanker 6 kl capacity Three wheel 80-100 kN static roller @ 16cum per hour (or)
hour hour hour hour hour hour
4.00 4.00 5.00 2.00 1.33 6.25
vibratory roller 80-100 kN @ 60 cum per hour c) Material Coarse aggregate 45 mm to 22.4 mm @ 30 per cent Aggregates 22.4 mm to 2.36 mm @ 40 per cent Fine aggregate / Crushed sand 2.36 mm to 75 micron @ 30 per cent
hour
1.67
cum cum cum
39.90 53.20 39.90
Fine aggregate 10 mm
cum
Coarse Sand Borrow area sand Water d&e) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/100 Cost for 100 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/100 B R&B and Urban Area Works : Unit = cum Taking output = 225 cum (495 tonnes) a) Labour Mate Mazdoor skilled Mazdoor b) Machinery Wet mix plant of 75 tonne hourly capacity Electric generator 125 KVA Front end loader 1 cum capacity Paver finisher Vibratory roller 8 - 10 tonne or Smooth 3 wheeled steel roller @ 8-10 tonnes. Water tanker 6 KL capacity Tipper 10t c) Material ( Table 400-11) 45 mm to 22.4 mm@ 30 per cent 22.4 mm to 2.36 mm @ 40 per cent 2.36 mm to 75 micron@ 30 per cent Cost of water d&e) Overheads & Contractors Profit Cost for 225 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/225 Cost for 225 cum = a+b+c+d+e (Smooth Roller) Rate per cum = (a+b+c+d+e)/225
cum cum kl
8.00
day day day
2.48 10.00
hour hour hour hour hour
9.00 6.00 6.00 6.00 3.90
hour hour t.km
22.50 3.00 495 x L
cum
89.10
cum cum KL
118.80 89.10 18.00
Rate Rs. 5
Amount Rs. 6
Remarks 7
Note : 1. Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller may be multiplied with a factor of 0.65 2. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm.
337
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.
3
4
day day day
2.48 10.00
hour hour hour hour
6.00 30.00 12.00 5.00
Naturally occurring gravel (Local materials as per Table 400.13)
cum
384.00
Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = a+b+c+d+e/300 Using Gravel mix soil using Soil Gravel Mixture / quarry waste Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP 50 cum per hour
kl
30.00
day day day
2.40 8.00
hour hour hour hour
6.00 30.00 5.00 12.00
cum
384.00
kl
30.00
11
RBR-SBBS-12
i
Using naturally occurring gravel Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 HP 50 cum per hour Three wheel 80-100 kN static roller @10 cum per hour
Tractor with rotavator 25 cum per hour Water tanker 6 kl capacity c) Material
ii
Three wheel 80-100 kN static roller @10 cum per hour
Water tanker 6 kl capacity Tractor with Rotavator 25 cum per hour c) Material Soil gravel mixture/quarry waste (Local material as per Table400.13) (Gravel) Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300
Rate Rs. 5
Amount Rs. 6
Remarks 7
338
RBR-SBBS Index-code
RBR-SBBS-13
S. No
Description
Unit
Quantity
1
2
3
4
day day day
2.68 15.00
hour hour hour
7.20 36.00 24.00
cum
435.60
kl
144.00
day day day
12.08 250.00
Three wheel 80-100 kN static roller @ 8 cum per hour
hour
36.00
Water tanker 6 kl capacity c) Material
hour
24.00
Low Grade Aggregate such as Kankar, Literate, Dhandla and naturally occurring gravels, quarry waste as per Table 400.13 @ 1.21 cum per 10 sqm compacted thickness 100 mm
cum
435.60
kl
144.00
12
Rate Rs. 5
Amount Rs. 6
Remarks 7
Construction of Water Bound Macadam using locally available material (Table 400.13) Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Literate, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Clause 408 MORD. A
By Mechanical Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Motor grader 110 H.P @ 50 cum/hr for spreading Three wheel 80-100 kN @ static roller 8 cum per hour
Water tanker 6 kl capacity c) Material Low Grade Aggregate such as Kankar, Literate, Dhandla and naturally occurring gravels, quarry waste as per Table 400.13 @ 1.21 cum per 10 sqm compacted thickness 100 mm
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/360 B By Manual Means Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360
RBR-SBBS-14
13
Lime-Flyash Stablised Soil Sub-base Construction of sub-base using lime-flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, flyash to conform to gradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88 including a lead upto 1000 m as per Technical Specification Clause 409 MORD.
Unit = cum Taking output = 480 cum (720 t, density 1.50 t/cum)
339
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day
1.24 6.00
hour
6.00
hour hour hour
16.00 5.50 3.80
cum cum
480.00 480.00 -
hour hour
6.00 3.20
hour hour hour
12.00 6.00 12.00
t cum kl
29.00 360.00 72.00
Assumptions made Total mass taken for analysis = 720 t Lime+Flyash admixture @ 20% = 0.2 x 720=144 t Soil = 720-144 = 576 t (578/1.6 = 360 cum) Lime + Flyash = 144 t Ratio Lime 4 : Flyash 16 Lime = 29 t Flyash = 115 t a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Hydraulic Excavator 0.90 cum bucket capacity @ 60 cum per hour for 360 cum soil Tipper 10 t capacity for carriage of soil 578 t Tipper 10 t capacity for carriage of 115 t flyash Tipper 10 t capacity for carriage of 29 t of lime from store to work site Loading as per item 1.1 (ii) Unloading as per item 1.1 (iv) Add 10 per cent of cost of carriage to cover cost of loading and unloading Tractor with disc harrows for pulverisation Motor Grader 110 HP @ 75 per cent 200 cum per hour for mixing in-place and grading Three wheel 80-100 kN static roller (or) vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material Lime (Slaked) Compensation for earth taken from private source Water d&e) Overheads & Contractors Profit Cost for 480 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/480 Cost for 480 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/480
Rate Rs. 5
Amount Rs. 6
Remarks 7
Note : 1. Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimate. 2. Cost of flyash has not been considered as same will be available free of cost. Only carriage of flyash has been provided. 3. Lime + Flyash has been taken as 20 per cent of total mass and ratio of lime and flyash as 1:4 for estimating purposes. Total quantities will be as per approved design.
RBR-SBBS-15
14
Construction of Sub-base/Course Using Crushed Slag as per Table 400.19 Construction of Sub-base by providing crushed slag spreading in uniform layer with motor grader on prepared surface mixing by mix-in-place method with Rotavator @ OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density complete as per Technical Specifications Clause 402.4 and 410.3.2 MORD Unit = cum Taking output = 300 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
day day day
2.48 10.00
340
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
hour hour
6.00 30.00
hour hour
12.00 5.00
cum kl
384.00 30.00
day day day
12.08 250.00
hour
36.00
hour
24.00
cum cum kl
435.60 108.00 144.00
day day day
2.48 10.00
hour
15.00
Motor grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @70 cum /hour
hour hour
6.00 4.30
Tractor with rotavator and blade @ 25 cum per hour Water tanker 6 kl capacity
hour
12.00
hour
7.00
b) Machinery Motor Grader 110 HP @ 50 cum per hour Three wheel 80-100 kN static roller @ 10 cum /hour Tractor with Rotavator 25 cum per hour Water tanker 6 kl capacity c) Material Crushed slag as per Clause 410.4.2 (i) As per Item No.4.2 of Chapter 4 Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300
RBR-SBBS-16
15
Rate Rs. 5
Amount Rs. 6
Remarks 7
Water Bound Macadam using crushed slag Providing, laying, spreading and compacting crushed slag to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstees of crushed slag watering and compacting to the required density as per Clause 405.3 and Technical Specification Clause 410.3.2 MORD
Unit = cum Taking output = 360 cum Manual Means
RBR-SBBS-17
16
a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Three wheel 80-100 kN static roller @ 10 cum/ hour Water tanker 6 kl capacity c) Material As per Item No.4.7 (1)(A)© of Chapter 4 Crushed slag as per Clause 410.4.2 (ii) Crushable screening (Murram / Gravel) Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/360 Cement Bound Granular Material sub-base/base Providing laying and spreading granulated blast furnace slag on a prepared sub-grade pulverising adding the designed quantity of cement to the spread granulated blast furnace slag mixing in place with rotavator grading with the mortar grader and compacting with smooth wheel roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clauses 404.3 and 410.4.2 MORD
Unit = cum Taking output = 300 cum (525 t) For 4 per cent quantity of cement by wt of granulated blast furnace slag a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery 5.50 cum Tipper for carriage of GBFS add 10 per cent of cost of carriage of cover cost of loading and unloading
341
RBR-SBBS Index-code
RBR-SBBS-18
S. No
Description
Unit
Quantity
1
2
3
4
c) Material t Cement (4%) kl Water d&e) Overheads & Contractors Profit Cost for 300 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/300 Note : 1. The exact quantity of cement shall be as per design 2. Granulated ballast slag will be available free of cost Crusher Run Macadam Base
17
Rate Rs. 5
Amount Rs. 6
Remarks 7
21.00 42.00
Providing crushed run stone aggregate grading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per Technical Specification Clause 411MORD/ 410 MORTH to form a layer of sub-base/base A ii
By mix-in-place method With 53 mm maximum size of aggregates Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Tractor attached with rotavator @ 25 cum / 30 cum per hour
Motor-Grader 110 H.P Three wheel 80-100 kN static roller @ 10 cum /hour OR vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material Aggregate at site For 53 mm maximum size 63 mm to 45 mm @ 33 per cent 22.5 mm to 5.6 mm @ 32 per cent Below 5.6 mm @ 35 per cent Water d&e) Overheads & Contractors Profit
day day day
2.48 10.00
hour hour hour
12.00 6.00 36.00
hour
6.00
hour
6.00
cum cum cum kl
157.46 151.06 116.68 36.00
day day day
2.48 10.00
hour hour hour hour
12.00 6.00 36.00 6.00
cum cum cum kl
24.12 237.60 213.48 36.00
Cost for 360 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Vibratory Roller) ii
Rate per cum = (a+b+c+d+e)/360 With 37.5 mm maximum size (MORDonly) Unit = cum Taking output = 360 cum a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery
of
aggregates
Tractor attached with rotavator @ 25 cum / 30 cum per hour
Motor-Grader 110 H.P Three wheel 80-100 kN static roller @ 10 cum / hour Water tanker 6 kl capacity c) Material Aggregate at site For 37.5 mm maximum size 45 mm to 22.5 mm @ 5 per cent 22.4 mm to 5.6 mm @ 50 per cent Below 5.6 mm @ 45 per cent Water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/360
342
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day
2.48 10.00
hour hour hour hour
12.00 6.00 6.00 6.00
cum cum cum KL
24.12 237.60 213.48 36.00
day day day
1.28 6.00
hour hour hour hour hour
6.00 6.00 6.00 6.00 22.50
hour hour hour
6.00 3.00 10.00 -
cum cum cum kl
98.40 94.41 104.18 18.00
Rate Rs. 5
Amount Rs. 6
Remarks 7
Or iii For 45 mm maximum size of aggregate (MORTH only) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Tractor attached with rotavator @ 30 cum per hour Motor-Grader 110 H.P vibratory roller 80-100 kN @ 60 cum per hour Water tanker 6 kl capacity c) Material Aggregate at site 45 mm to 22.5 mm@ 5 per cent 22.4 mm to 5.6 mm@ 50 per cent Below 5.6 mm@ 45 per cent Cost of water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/360 B i
Or By mixing plant method With 53 mm maximum size of aggregates Unit = cum Taking output = 225 cum (450 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Wet mix plant @ 75 t per hour Electric generator set, 125 KVA Front end loader 1 cum bucket capacity Motor grader 110 HP Three wheel roller 80-100 kN @ 8 cum /10 cum /hour OR vibratory roller 80-100 kN @ 60 cum per hour Water tanker Tipper Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Aggregate at site For 53 mm maximum size 63 mm to 45 mm @ 33 per cent 22.4 mm to 5.6 mm @ 32 per cent Below 5.6 mm @ 35 per cent Water d&e) Overheads & Contractors Profit Cost for 225 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/225 Cost for 225 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/225
343
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day
1.28 6.00
hour hour hour hour hour hour hour
6.00 6.00 6.00 6.00 22.50 3.00 10.00
cum cum cum kl
15.06 148.50 133.00 18.00
day day day
1.28 6.00
hour hour hour hour hour
6.00 6.00 6.00 6.00 22.50
hour hour t.km
6.00 3.00 -
hour
10.00
cum cum cum KL
15.06 148.50 133.43 18.00
ii
iii
With 37.5 mm maximum size of aggregates (MORD only) Unit = cum Taking output = 225 cum (450 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Wet mix plant @ 75 t per hour Electric generator set, 125 KVA Front end loader 1 cum bucket capacity Mortar grader 110 HP Three wheel roller 80-100 kN @ 8 cum / 10 cum/ hour Water tanker Tipper c) Material Aggregate at site For 37.5 mm maximum size 45 mm to 22.5 mm @ 5 per cent 22.4 mm to 5.6 mm @ 50 per cent Below 5.6 mm @ 45 per cent Water d&e) Overheads & Contractors Profit Cost for 225 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/225
Rate Rs. 5
Amount Rs. 6
Remarks 7
For 45 mm maximum size of aggregate (MORTH only) Unit = cum Taking output = 225 cum (450 t) a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Machinery Wet mix plant @ 75 t per hour Electric generator set, 125 KVA Front end loader 1 cum bucket capacity Motor grader 110 HP Three wheel roller 80-100 kN @ 10 cum/ hour OR vibratory roller 80-100 kN @ 60 cum per hour Water tanker Tipper Tipper Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material Aggregate at site 45 mm to 22.5 mm@ 5 per cent 22.4 mm to 5.6 mm@ 50 per cent Below 5.6 mm@ 45 per cent Cost of water d&e) Overheads & Contractors Profit Cost for 225 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/225 Cost for 225 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/225
344
RBR-SBBS Index-code
RBR-SBBS-19
S. No
Description
Unit
Quantity
1
2
3
4
day day day
10.52 3.00
hour hour
1.00 1.00
No. No. cum kl
8160.00 1100.00 5.66 6.00
day day
53.16 13.00
hour hour
2.00 1.00
cum
0.174
cum
15.437
Nos
5,168.00
Nos kl
464.00 6.00
18
Rate Rs. 5
Amount Rs. 6
Remarks 7
Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 MORD
RBR-SBBS-20
19
Unit = sqm Taking output = 150 sqm a) Labour Mate Mazdoor (Unskilled) Mason 1st Class b) Machinery Three wheel 80-100 kN static roller Water tanker c) Material Brick 1st Class Brick 1st Class on edging Fine Sand Water d&e) Overheads & Contractors Profit Cost for 150 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/150 Stone Set Pavement Providing and laying stone set pavement on prepared surface with sub-base 100 mm thick compacted Granular Sub-base as per Clause 401.4 and base 75 mm thick compacted water bound macadam grading 2 as per Clause 405.3. The 150 mm thick hammer desired stones are laid in the herring one or stretched bond pattern. The stones are compacted into the bedding sand of 40 mm over the WBM base bounded by edge stone using suitable compacting device. The gaps are filled with fine sand stone dust as per Technical Specification Clause 413.4 MORD.
Unit = sqm Taking output = 360 sqm a) Labour Mate Mazdoor (Unskilled) Mason 2nd class for laying set stone and edge stone b) Machinery Three wheel 80-100 kN static roller Water tanker 6 kl capacity c) Material (1) Collection of fine sand 3.4x0.285x0.150x1.20 = 0.174 (2) Coarse sand 96x3.35x0.04x1.20 = 15.437 cum (3) Collection of stone set stone 300 mmx200 mmx150 mm ; 17x304 = 5168 nos. (4) Collection of edge stone 450 mmx200 mmx350 mm ; 2x232 = 464 nos. (5) Water d&e) Overheads & Contractors Profit Cost of 360 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/360
345
RBR-SBBS Index-code
RBR-SBBS-21
S. No
Description
Unit
Quantity
1
2
3
4
20
Rate Rs. 5
Amount Rs. 6
Remarks 7
Crushed Cement Concrete Sub-base / Base Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding Material (405 MORTH).
Unit = cum Taking output =360 cum a) Labour Mate
day
-
Mazdoor skilled
day
6.16
Mazdoor for crushing broken cement concrete pavement / slabs into aggregate
day
102.00
Motor Grader,110 HP @ 50 cum/hr. Vibratory roller 8 - 10 tonne@ 60 cum per hour or Smooth 3 wheeled steel roller @ 30cum/hr. Front end loader 1 cum bucket capacity Tipper 10 tonne capacity Loading Charges Unloading Charges
hour hour
6.00 6.00
hour hour t.km
12.00 6.00 720 x L
Water tanker 6 KL capacity with 5 km lead @ 1 trip per hour
hour
12.00
KL
72.00
b)
Machinery
cum cum
c) Material Material available from dismantled concrete slab after crushing / breaking and only carriage is required to be provided Cost of water d&e) Overheads & Contractors Profit Cost for 360 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/360 Cost for 360 cum = a+b+c+d+e (Smooth Roller) Rate per cum = (a+b+c+d+e)/360
Note : 1. It is assumed that dismantling of concrete slab/pavement has been considered separately. Hence same is not added in this analysis. Only labour for crushing the dismantled slab into aggregate has been added. Carriage from stock pile to work site has been provided with a lead of L km. Loading & unloading charges for actual quantity to be allowed. 2. In case of breaking of slabs is done locally without involvement of transportation, the provision of tipper, front end loader and loading/unloading charges may be deleted. 3. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative.
RBR-SBBS-21
21
Penetration Coat Over Top Layer of Crushed Cement Concrete Base Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical grittier and rolling the surface as per clause 506.3.8 MORTH
Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor skilled Mazdoor (Unskilled) b) Machinery Mechanical broom hydraulic @ 1250 sqm per hour Hydraulic self propelled chips spreader Front end loader 1 cum bucket capacity Tipper 10 tonne capacity
day day day
2.56 12.00
hour hour hour hour
6.00 6.00 6.00 6.00
346
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3 hour hour
4 3.9 4.28
cum tonne
97.50 0.25
Vibratory roller 8 -10 tonnes @ 30 cum per hour Bitumen pressure distributor @ 1750 sqm per hour
Material Crushed stone aggregate 11.2 mm size Bitumen (60-70 grade) d&e) Overheads & Contractors Profit Cost for 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
Rate Rs. 5
Amount Rs. 6
Remarks 7
c)
Note : Though vibratory roller is required only for 3 hours as per norms, the same is required to be available at site for 6 hours to match with other machines. The usage rates of vibratory roller may be multiplied with a factor of 0.65.
RBR-SBBS-22
22
Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 MORTH
Unit = cum Taking output =21 cum a) Labour Mate Mazdoor b) Machinery
day day
6.24
Water tanker 6 KL with 5 km lead and 1 trip per hour
hour
1.00
Plate compactor @ 3.5 cum per hour c) Material Cost of water d&e) Overheads & Contractors Profit Cost for 21 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/21
hour
6.00
KL
6.00
Note : This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case granular fill is required to be paved, quantities of paving are required to be calculated as per approved design and paid separately.
RBR-SBBS-23
23
Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407 MORTH
Unit = cum Taking output = 21 cum a) Labour Mate Mazdoor b) Machinery Water tanker with 5 km lead Plate Compactor @ 3.5 cum per hour Hydraulic Excavator1.0 cum bucket capacity @60 cum per hour Tipper 10 tonne capacity Loading Charges Unloading Charges c) Material Cost of water d&e) Overheads & Contractors Profit Cost for 21 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/ 21
day day
4.16
hour hour hour
1.00 6.00 0.50
t.km
52.5 x L
cum
-
cum
-
KL
6.00
Note : This analysis provides for median and island with earthen top. In case the surface is required to be turfed or planted with shrubs, the same is required to be provided separately as per analysis given in the chapter on horticulture. In case surface finish is of hard type, the same may be provided separately as per approved design. Loading & unloading charges for actual quantity to be allowed.
347
RBR-SBBS Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day
4.00 31.36
hour hour hour
0.75 2.00 6.00
cum
20.79
cum cum
26.73 11.88
cum
6.75
cum tonne
3.38 1.88
cum tonne
3.84 1.83
each
3300.00
metre
22.50
KL
12.00
RBR-SBBS-24
24
RBR-SBBS-25
25
Rate Rs. 5
Amount Rs. 6
Remarks 7
Construction of Shoulders A. Earthen Shoulders The rate as applicable for sub-grade construction may be adopted. B. Hard Shoulders Rate as applicable for sub-base and or base may be adopted as per approved design. C. Paved shoulders The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders. Footpaths and Separators Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel (MORTH)
Unit = sqm Taking output = 300 sqm a) Labour Mate Mason Mazdoor (Unskilled) b) Machinery Vibratory road roller 8 -10 tonnes @60 cum per hour
Water tanker 6 KL capacity @ 1 trip per hour Concrete mixer 0.4/0.28 cum per hour c) Material i) For Granular sub base material 53 mm to 26.5 mm @ 35 per cent 26.5 mm to 4.75 mm @ 45 per cent 2.36 mm below @ 20 per cent ii) For cement concrete grade M 15, 7.5 cum Aggregate 12 mm crushed @ 0.9 cum of concrete Sand @ 0.45 cum/cum of concrete Cement iii) For cement plaster 1:3 Sand Cement iv) Pre-cast cement concrete tiles Tiles size 300 x 300 mm and 25 mm thick v) RCC pipes Pipes 200 mm dia,2.5 m long for drainage vi) Cost of water d&e) Overheads & Contractors Profit Cost for 300 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/300
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
348
RBR-BASC
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 5 BASES AND SURFACE COURSES (BITUMINOUS) Index-code
RBR-BASC-1
S. No
Description
1
2
1 i a
b
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) Unit = sqm Taking output = 1750 sqm a) Labour day Mate day 1.040 Mazdoor (Unskilled) b) Machinery hour 1.400 Hydraulic broom @ 1250 sqm per hour hour 1.400 Air compressor 210 cfm hour 1.000 Bitumen emulsion pressure distributor @ 1750 sqm/hour hour 0.500 Water tanker 6 kl capacity 1 trip per hour c) Material t 1.480 Bitumen emulsion (SS-1) @ 0.85 kg per sqm kl 3.000 Water d&e) Overheads & Contractors Profit Cost of 1750 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1750 Providing and applying primer coat with bitumen emulsion (medium setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Tech. specification No 502 MORTH. Unit = sqm Taking output = 3500 sqm a) Labour day Mate day 2.080 Mazdoor (Unskilled) b) Machinery hour 2.800 Mechanical broom @ 1250 sqm per hour hour 2.800 Air compressor 250 cfm hour 2.000 Bitumen pressure distributor @ 1750 sqm per hour hour 1.000 Water tanker 6 KL capacity @ 1 trip per hour c) Material t 2.100 Bitumen emulsion @ 0.6 kg per sqm KL 6.000 Requirement of Water d&e) Overheads & Contractors Profit Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Note : Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials referred to in clause No. 502.4.3.
351
RBR-BASC Index-code
S. No
Description
1
2 ii
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) (slow setting) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD. (for use on Cement Stebilized Soil.)
Unit = sqm Taking output = 1750 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Bitumen emulsion pressure distributor @ 1750 sqm per hour
Water tanker 6 kl capacity 1 trip per hour c) Material Bitumen emulsion (SS-1) @ 1.05 kg per sqm Water d&e) Overheads & Contractors Profit Cost of 1750 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1750 iii High porosity
day
-
day
2.100
hour
1.400
hour
1.400
hour
1.000
hour
0.500
t kl
1.830 3.000
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD. (for use on Gravel base)
Unit = sqm Taking output = 1750 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Bitumen emulsion pressure distributor @ 1750 sqm per hour
RBR-BASC-2
Water tanker 6 kl capacity 1 trip per hour c) Material Bitumen emulsion (SS-1) @ 1.35 kg per sqm Water d&e) Overheads & Contractors Profit Cost of 1750 sqm = (a+b+c+d+e) Rate per sqm = a+b+c+d+e/1750 Tack Coat
2 i
day
-
day
3.120
hour
1.400
hour
1.400
hour hour
1.000 0.500
t
2.360
kl
3.000
day day
1.040
hour
1.400
hour hour
1.400 1.000
t
0.390
Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.
Unit = sqm Taking output = 1750 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Emulsion pressure distributor @1750 sqm per hour c) Material Bitumen emulsion (RS-1) @ 0.225 kg per sqm d&e) Overheads & Contractors Profit Cost of 1750 sqm = (a+b+c+d+e) Rate per sqm = a+b+c+d+e/1750
352
RBR-BASC Index-code
S. No
Description
1
2
Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. Unit = sqm Taking output = 1750 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Emulsion pressure distributor @1750 sqm per hour c) Material Bitumen emulsion (RS-1) @ 0.275 kg per sqm d&e) Overheads & Contractors Profit Cost of 1750 sqm = (a+b+c+d+e) Rate per sqm = a+b+c+d+e/1750 iii Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD. Unit = sqm Taking output = 1750 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Emulsion pressure distributor @1750 sqm per hour c) Material Bitumen emulsion (RS-1) @ 0.275 kg per sqm d&e) Overheads & Contractors Profit Cost of 1750 sqm = (a+b+c+d+e) Rate per sqm = a+b+c+d+e/1750 iv Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Speciation 503 MORD.
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
ii
Unit = sqm Taking output = 1750 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Emulsion pressure distributor @1750 sqm per hour c) Material Bitumen emulsion (RS-1) @ 0.325 kg per sqm d&e) Overheads & Contractors Profit Cost of 1750 sqm = (a+b+c+d+e) Rate per sqm = a+b+c+d+e/1750
day
-
day
1.040
hour
1.400
hour hour
1.400 1.000
t
0.480
day
-
day
1.040
hour
1.400
hour
1.400
hour
1.000
t
0.480
day
-
day
1.040
hour
1.400
hour hour
1.400 1.000
t
0.570
Note : 1. An output of 1750 sqm has been considered in case of tack coat which can be covered by bituminous courses on the same day. 2. The use of cutback bitumen (Medium Curing grade) as per IS:217 shall be restricted only for sites at sub-zero temperature or for emergency applications as directed by the Engineer.
353
RBR-BASC Index-code
S. No
Description
1
2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH
v
RBR-BASC-3
3 i
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Unit = sqm Taking output = 3500 sqm a) Labour day Mate day 2.080 Mazdoor (Unskilled) b) Machinery hour 2.800 Mechanical broom @ 1250 sqm per hour hour 2.800 Air compressor 250 cfm hour 2.000 Emulsion pressure distributor @ 1750 sqm per hour c) Material t 0.700 Bitumen emulsion @ 0.2 kg per sqm d&e) Overheads & Contractors Profit Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500 Note : 1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause 503.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and actual quantity approved by the Engineer after preliminary trials referred to in clause No. 503.4.3 2. An output of 3500 sqm has been considered in case of prime coat and tack coat which can be covered by bituminous courses on the same day. Bituminous Macadam Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling). Unit = cum Taking output = 102.5 cum (225 t) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Batch mix HMP 40-60 THP @ 40 t per hour actual output Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Paver finisher Generator 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum, 10 t / 5-6 t capacity Three wheel 80-100 kN static roller for initial break down rolling, final and finishing rolling Vibratory roller 80-100 kN for intermediate rolling c) Material (i) Bitumen @ 3.3 per cent of mix (Weight of mix = 102.5 x 2.2 = 225 t) (ii) Aggregate Total weight of mix = 225 t Weight of bitumen = 7.425 t Weight of aggregate = 225 – 7.425 = 217.575 t Taking density of aggregate = 1.5 t/cum Volume of aggregate = 145.05 cum
day
-
day
10.000
day
3.520
hour hour
6.000 1.100
hour
1.100
hour
6.000
hour
6.000
hour
6.000
hour
6.210
hour
12.000
hour
6.000
t
7.425
354
RBR-BASC Index-code
S. No 1
Description 2
Grading (19 mm nominal size) : 25 -10 mm - 40 per cent 10– 5 mm - 40 per cent 5 mm and below - 20 per cent d&e) Overheads & Contractors Profit Cost for 102.5 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/102.5
Unit Quantity 3
4
cum
58.020
cum
58.020
cum
29.010
Rate Rs.
Amount Rs.
Remarks
5
6
7
Note : 1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 225 t considered in these analysis. 2. Quantity of bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site, including sundries have been included in administrative overheads of the contractor. 4. In case BM is laid over freshly laid tack coat, provision of Hydraulic broom and 2 mazdoor for the same shall be deleted as the same has been included in the cost of tack coat. 5. Analysis is based on 1000 m lead of mixed material. Cost of additional cartage may be added as per site requirements. ii
Providing and laying bituminous macadam with 100-120 TPH / 40-60 TPH hot mix plant producing an average output of 75 tonnes/ 37.50 t per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per Tech. specification No. 504 MORTH. Unit = cum Taking output = 205 cum (450 tonnes) a) Labour day Mate Mazdoor working with HMP, mechanical broom, paver, roller, day asphalt cutter and assistance for setting out lines, levels and layout of construction
14.000
Skilled mazdoor for checking line & levels b) Machinery
day
5.840
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output
hour
6.000
hour hour hour hour hour hour hour hour
12.000 2.200 6.000 6.000 6.000 3.900 3.900 3.900
t
14.850
cum cum cum cum
43.510 130.550 72.530 43.510
OR HMP 40-60 TPH @ 17 cum (37.5 Tonnes) / hour Air compressor 250 cfm Paver finisher 100 TPH Generator 250 KVA Front end loader 1 cum bucket capacity Smooth wheeled roller 8-10 tonnes for initial break down rolling.
Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller.
c) Material i) Bitumen@ 3.3 per cent of mix weight of mix = 205 x 2.2 = 450 tonne ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 14.85 tonnes Weight of aggregate = 450 -14.85 = 435.15 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 290.1 cum Grading I ( 40 mm nominal size ) 37.5 - 25 mm 15 per cent 25 - 10 mm 45 per cent 10 - 5 mm 25 per cent 5 mm and below15 per cent or
355
RBR-BASC Index-code
RBR-BASC-4
S. No
Description
1
2
4
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Grading II (19 mm nominal size) 116.04 Cum of 25-10mm @ 40% cum 29.010 25 to 27mm IRC HBGM/C metal @ 40% cum 29.010 19 to 22mm IRC HBGM/C metal @ 10% cum 29.010 12 to 14mm IRC HBGM/C metal @ 10% cum 29.010 9.5 to 11.2mm IRC HBGM/C metal @ 10% 116.04 Cum of 10-5mm @ 40% cum 58.020 9.5 to 11.2mm IRC HBGM/C metal @ 20% cum 58.020 5 to 7mm IRC HBGM/C metal @ 20% 58.02 Cum of 5mm below @ 20% cum 29.010 5 to 7mm IRC HBGM/C metal @ 10% cum 29.010 2.36mm & below @ 10% * Any one of the alternative may be adopted as per approved design (i) for Grading I ( 40 mm nominal size ) d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205 (ii) for Grading II (19 mm nominal size) d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205 Note in MORTH : 1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65. 2. Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case BM is laid over freshly laid tack coat, provision of Mechanical broom and 2 mazdoors for the same shall be deleted as the same has been included in the cost of tack coat. Built-Up Spray Grout i Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and crosssection specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505 MORD. (using Three wheel 80-100 KN static Roller/ Vibratory Roller 80-100 kN). A By Manual Means Unit = sqm Taking output = 800 sqm (60 cum) (I) Bitumen (S-90) a) Labour day Mate day 106.000 Mazdoor (Unskilled) day 10.000 Chips spreader (Stone Packer) day 2.500 Bitumen Sprayer day 25.500 Mazdoor (Semi-Skilled) b) Machinery 6.000 Bitumen boiler oil fired, capacity 1000 litre fitted with spray hour set hour 6.000 Three wheel 80-100 kN static Roller
356
RBR-BASC Index-code
S. No
Description
1
2
c) Material Bitumen 30 kg per 10 sqm @ 15 kg per 10 sqm for each layer (80 / 100 Grade) Crushed stone coarse aggregate passing 53 mm and retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each layer Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.13 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 800 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/800 (II) Bitumen (S-65) a) Labour Mate Mazdoor (Unskilled) Chips spreader (Stone Paker) Bitumen Sprayer Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set
Unit Quantity 3
4
t
2.400
cum
80.000
cum
10.400
day
-
day
106.000
day
10.000
day
2.500
day
25.500
hour
6.000 6.000
hour Three wheel 80-100 kN static Roller c) Material Bitumen 30 kg per 10 sqm @ 15 kg per 10 sqm for each t layer (60 / 70 Grade) Crushed stone coarse aggregate passing 53 mm and retained on 2.8 cum mm sieve @ 0.5 cum per 10 sqm for each layer Key aggregates passing 22.4 mm and retained on 2.8 mm cum
B
sieve @ 0.13 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 800 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/800 By Mechanical Means Unit = sqm Taking output = 3000 sqm (225 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic self propelled chip spreader both for aggregates and key aggregates @ 1500 sqm per hour for 3000 x 3 sqm Bitumen pressure distributor for 3000x 2 sqm @ 1750 sqm/hour
Tipper 5.5 cum capacity Three wheel 80-100 kN Static Roller @ 10 cum per hour OR vibratory roller 80 - 100 kN Front end loader 1 cum bucket capacity c) Material Bitumen 30 kg per 10 sqm @ 15 kg per 10 sqm for each layer (80 / 100 Grade)
Amount Rs.
Remarks
5
6
7
2.400 80.000 10.400
day
-
day
8.000
day
2.400
hour
6.000
hour hour
3.430 10.000
hour
22.500
hour
6.000
hour
5.000
t
9.000
Crushed stone coarse aggregate passing 53 mm and retained on 2.8 cum mm sieve @ 0.5 cum per 10 sqm for each layer Key aggregates passing 22.4 mm and retained on 2.8 mm cum
Rate Rs.
300.000 39.000
sieve @ 0.13 cum per 10 sqm d&e) Overheads & Contractors Profit Cost for 3000 sqm = a+b+c+d+e (3 Wheel Roller) Rate per sqm = (a+b+c+d+e)/3000 Cost for 3000 sqm = a+b+c+d+e (Vibratory Roller) Rate per sqm = (a+b+c+d+e)/3000 Note : 2 tippers will be needed to match the capacity of hydraulic chip spreader and front end loader.
357
RBR-BASC Index-code
RBR-BASC-5
S. No
Description
1
2
5
Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller as per Tech. Specification No 506 MORD. A 50 mm thick Unit = sqm Taking output = 4500 sqm (225 cum) (I) Bitumen (S-90) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic self propelled chip spreader both for aggregates and key aggregates @ 1500 sqm per hour for 4500 x 2 sqm = 9000 sqm Bitumen pressure distributor for @ 1750 sqm per hour
Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Three wheel 80-100 kN Static Roller Front end loader 1 cum bucked capacity c) Material Bitumen @ 1.75 kg per sqm 40 mm size hand broken metal @ 0.06 cum per sqm 12 mm size stone chips @ 0.018 cum per sqm d&e) Overheads & Contractors Profit Cost of 4500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4500 B 75 mm thick Unit = sqm Taking output = 4500 sqm (337.5 cum) (I) Bitumen (S-90) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic self propelled chip spreader both for aggregates and key aggregates @ 1500 sqm per hour for 4500 x 2 sqm = 9000 sqm Bitumen pressure distributor for @ 1750 sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Three wheel 80-100 kN Static Roller Front end loader 1 cum bucked capacity c) Material Bitumen @ 2 kg per sqm 40 mm size hand broken metal @ 0.09 cum per sqm 12 mm size stone chips @ 0.018 cum per sqm d&e) Overheads & Contractors Profit Cost of 4500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4500
Unit Quantity 3
4
day
-
day
6.000
day
2.320
hour
6.000
hour
2.570
hour
10.000
hour
22.500
hour
6.000
t
7.870
cum
270.000
cum
81.000
day
-
day
8.000
day
2.400
hour
6.000
hour
2.570
hour
10.000
hour
33.750
hour
6.000
t
9.000
cum
405.000
cum
81.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
358
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(II) Bitumen (S-65)
RBR-BASC-6
6
a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic self propelled chip spreader both for aggregates and key aggregates @ 1500 sqm per hour for 4500 x 2 sqm = 9000 sqm Bitumen pressure distributor for @ 1750 sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Three wheel 80-100 kN Static Roller Front end loader 1 cum bucked capacity c) Material Bitumen @ 2 kg per sqm 40 mm size hand broken metal @ 0.09 cum per sqm 12 mm size stone chips @ 0.018 cum per sqm d&e) Overheads & Contractors Profit Cost of 4500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4500 Bituminous Penetration Macadam Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction as per Tech. Specification No 505 MORTH. A 50 mm thick
day
-
day
8.000
day
2.400
hour
6.000
hour
2.570
hour
10.000
hour
33.750
hour
6.000
t
9.000
cum
405.000
cum
81.000
day day
6.000
day Mazdoor skilled b) Machinery Hydraulic self propelled chip spreader both for aggregates hour and key aggregates@ 1500 sqm per hour for 4500 x 2 sqm = 9000 sqm
2.320
Unit = sqm Taking output = 4500 sqm (225 cum) a) Labour Mate Mazdoor (Unskilled) including for brooming of key aggregates
6.000
Bitumen pressure distributor for @ 1750 sqm per hour
hour
2.570
Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes Front end loader 1 cum bucket capacity c) Material Bitumen@ 5 kg per sqm Crushed stone coarse aggregate passing 45 mm and retained on 2.8 mm sieve @ 0.06 cum per sqm Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.015 cum per sqm d&e) Overheads & Contractors Profit Cost for 4500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4500 Note : 2 tippers will be needed to match the capacity of spreader and front end loader.
hour
10.000
hour hour
6.000 6.000
t cum
22.500 270.000
cum
67.500
chip
359
RBR-BASC Index-code
S. No 1
Description 2
B
75 mm thick Unit = sqm Taking output = 4500 sqm (337.5 cum compacted). a) Labour Mate Mazdoor (Unskilled) including for brooming of key aggregates
Mazdoor skilled b) Machinery Hydraulic self propelled chip spreader both for aggregates and key aggregates@ 1500 sqm per hour for 4500 x 2 sqm Bitumen pressure distributor for@ 1750 sqm per hour Tipper 5.5 cum capacity for carriage of aggregates from stockpile to chip spreader Vibratory roller 8 tonnes Front end loader 1 cum bucket capacity c) Material Bitumen@ 6.8 kg per sqm Crushed stone coarse aggregate (loose passing 63 mm and retained on 2.8 mm sieve @ 0.09 cum per sqm
RBR-BASC-7
7
Unit Quantity 3
4
day day
8.000
day
2.400
hour
6.000
hour
2.570
hour
10.000
hour
6.000
hour
6.000
t cum
30.600 405.000
Key aggregates passing 26.5 mm and retained on 2.8 mm cum sieve @ 0.018 cum per sqm
81.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
d&e) Overheads & Contractors Profit Cost for 4500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4500 Note : 2 tippers and 2 rollers will be needed to match the capacity of chip spreader and front end loader. Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
Unit = cum Taking output = 195 cum (450 tonnes) a) Labour Mate Mazdoor (Unskilled) working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery Batch mix HMP @ 75 tonne per hour Paver finisher hydrostatic with sensor control @ 75 cum per hour
Generator 250 KVA Front end loader 1 cum bucket capacity Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller.
day
-
day
16.000
day
5.840
hour
6.000
hour hour
6.000 6.000
hour
6.000
t.km
450 x L
hour
3.900
hour
3.900
hour
3.900
360
RBR-BASC Index-code
S. No 1
Description 2
c) Materials Bitumen @ 4.25 per cent of weight of mix Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 19.13 tonnes Weight of aggregate = 450 -19.13 = 430.87 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 287.25 cum Grading - I 40 mm (Nominal Size) 37.5 - 25 mm 22 per cent 25 - 10 mm 13 per cent 10 -4.75 mm 19 per cent 4.75 mm and below 44 per cent Filler @ 2 per cent of weight of aggregates (Cement) or Grading - II 19 mm (Nominal Size) 25 - 10 mm 30 per cent 10 - 5 mm 28 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates (Cement). Any one of the alternative may be adopted as per approved design (i) For Grading I ( 40 mm nominal size ) d&e) Overheads & Contractors Profit Cost for 195 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/195 (ii) For GradingII(19 mm nominal size) d&e) Overheads & Contractors Profit Cost for 195 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/195
Unit Quantity 3
4
t
19.130
cum
63.190
cum
37.340
cum
54.580
cum
126.390
t
8.620
cum
86.160
cum
80.430
cum
114.900
t
8.620
Rate Rs.
Amount Rs.
Remarks
5
6
7
Note : 1. Although the roller are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65. 2. Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case DBM is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat. 5. The individual density for each size of aggregates to be used for construction I.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be amended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data Book. 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.
RBR-BASC-8
8
Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects
Unit = cum Taking output = 195 cum (450 tonnes) a) Labour day Mate Mazdoor (Unskilled) working with HMP, mechanical broom, day paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery HMP 40-60 TPH Paver finisher hydrostatic with sensor control @ 75 cum per hour Generator 250 KVA Front end loader 1 cum bucket capacity Smooth wheeled roller 8-10 tonnes for initial break rolling. (6 x 0.65) Vibratory roller 8 tonnes for intermediate rolling. Finish rolling with 6-8 tonnes smooth wheeled tandem roller c) Material Grading I: 13 mm (Nominal Size) i) Bitumen@ 4.5 per cent of weight of mix ii) Aggregate
14.000
day
5.840
hour
11.000
hour
6.000
hour
6.000
hour
6.000
hour
3.900
hour
3.900
hour
3.900
t
20.250
361
RBR-BASC Index-code
S. No 1
Description 2
Total weight of mix = 450 tonnes Weight of bitumen = 20.25 tonnes Weight of aggregate = 450-20.25 = 429.75 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 286.5 cum 13.2 - 10 mm20 per cent 10 - 5 mm 38 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates.(Cement) or Grading II: 10 mm (Nominal Size)
Unit Quantity 3
4
cum
57.300
cum
108.870
cum
114.600
t
8.620
Bitumen 80/100 Grade @ 5 per cent of weight of mix
t
22.500
OR Bitumen 60/70 Grade @ 5 per cent of weight of mix
t
22.500
cum
81.225
cum
81.225
cum
58.425
cum
58.425
cum
5.700
weight of mix = 450 tonne Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum 9.5 - 11.2 mm IRC HBG M/C Chips 5 - 7 mm IRC HBG M/C Chips 5 - 7 mm IRC HBG M/C Chips Below 2.36 mm Filler @ 2 per cent of weight of aggregates. *Any one of the alternative may be adopted as per approved design (i) For Grading I ( 13 mm nominal size ) d&e) Overheads & Contractors Profit Cost for 195 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/195
Rate Rs.
Amount Rs.
Remarks
5
6
7
362
RBR-BASC Index-code
S. No 1
Description 2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(ii) For Grading II (10 mm nominal size) d&e) Overheads & Contractors Profit Cost for 195 cum = a+b+c+d+e (80 / 100 Grade BT) Rate per cum = (a+b+c+d+e)/195 Cost for 195 cum = a+b+c+d+e (60 / 70 Grade BT) Rate per cum = (a+b+c+d+e)/195 Note : 1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65 2. Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case SDBC is laid over freshly laid tack coat, provision of broom and 2 mazdoor shall be deleted as the same has been included in the cost of tack coat. 5. The quantity of Bitumen to be adjusted as per job mix formula.
RBR-BASC-9
9
Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Unit = cum Taking output = 191 cum (450 tonnes) a) Labour Mate Mazdoor (Unskilled) working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction Skilled mazdoor for checking line & levels b) Machinery Batch mix HMP @ 75 tonne per hour Paver finisher hydrostatic with sensor control @ 75 cum per hour
day day
16.000
day
5.840
hour
6.000
hour hour
6.000 6.000
Generator 250 KVA hour Front end loader 1 cum bucket capacity t.km Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading Smooth wheeled roller 8-10 tonnes for initial break down rolling.
6.000 450 x L
Vibratory roller 8 tonnes for intermediate rolling.
hour hour
3.900 3.900
Finish rolling with 6-8 tonnes smooth wheeled tandem roller.
hour
3.900
t
22.500
cum
99.750
c) Material i) Bitumen@ 5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum * Grading - I-19 mm (Nominal Size) 20 - 10 mm 35 per cent 10 - 5 mm 23 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates.(Cement)
cum
65.550
cum
114.000
t
8.620
363
RBR-BASC Index-code
S. No 1
Description 2
Unit Quantity 3
or Grading - II-13 mm (Nominal Size) cum 13.2 - 10 mm 30 per cent cum 10 - 5 mm 25 per cent cum 5 mm and below43 per cent t Filler @ 2 per cent of weight of aggregates.(Cement) Any one of the alternative may be adopted as per approved design (i) for Grading-I ( 19 mm nominal size ) d&e) Overheads & Contractors Profit Cost for 191 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/191 (ii) For Grading-II(13 mm nominal size) d&e) Overheads & Contractors Profit Cost for 191 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/191
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
85.500 71.250 122.550 8.620
Note : 1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been multiplied by a factor of 0.65 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case BC is laid over freshly laid tack coat, provision of mechanical broom and 2 mazdoors shall be deleted as the same has been included in the cost of tack coat. 5. The individual density for each size of aggregates to be used for construction i.e. 37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the quantities should be amended for use in field. The average density of 1.5 tonne/cum is only a reference density in this Data Book. 6. The individual percentage of aggregates should be calculated from the total weight of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also be 2 per cent by weight of dry aggregates.
RBR-BASC-10
10
Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507 MORD. A
By Manual Means Case – I: Using Nominal chipping size 13.2 mm (I) Bitumen (S-90) Unit = sqm Taking output = 900 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery
day
-
day
1.000
day
58.000
day
8.600
hour
2.250
hour Three wheel 80-100 kN static roller L.S. Add: 0.5 per cent of (a) Labour for sundries c) Material t Bitumen (S-90) @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900
2.250
Bitumen boiler oil fired, capacity 1000 litre fitted with spray set
0.900 9.000
364
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(II) Bitumen (S-65)
Unit = sqm Taking output = 900 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller Add: 0.5 per cent of (a) Labour for sundries c) Material Bitumen (S-65) @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900 (III) Polymer Modified Bitumen Unit = sqm Taking output = 900 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set
Three wheel 80-100 kN static roller Add: 0.5 per cent of (a) Labour for sundries c) Material Polymer Modified Bitumen @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 900 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller Add: 0.5 per cent of (a) Labour for sundries c) Material Crumb Rubber Modified Bitumen @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900
day
-
day
1.000
day
58.000
day
8.600
hour
2.250
hour
2.250
L.S. t
0.900
cum
9.000
day
-
day
1.000
day
58.000
day
8.600
hour
2.250
hour L.S.
2.250
t
0.900
cum
9.000
day
-
day
1.000
day
58.000
day
8.600
hour
2.250
hour
2.250
L.S. t cum
0.900 9.000
365
RBR-BASC Index-code
S. No 1
Description
2 (V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 900 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller Add: 0.5 per cent of (a) Labour for sundries c) Material Natural Rubber Modified Bitumen @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900 Case – II: Using Nominal chipping size 9.5 mm Manual Means (I) Bitumen (S-90) Unit = sqm Taking output = 1000 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum per sqm d&e) Overheads & Contractors Profit Cost of 1000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1000 (II) Bitumen (S-65) Unit = sqm Taking output = 1000 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Bitumen (S-65) @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum per sqm d&e) Overheads & Contractors Profit Cost of 1000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1000
Unit Quantity 3
4
day
-
day
1.000
day
58.000
day
8.600
hour
2.250
hour L.S.
2.250
t
0.900
cum
9.000
day
-
day
1.000
day
58.000
day
8.600
hour
2.000
hour
2.000
t
0.900
cum
8.000
day
-
day
1.000
day
58.000
day
8.600
hour
2.000
hour
2.000
t
0.900
cum
8.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
366
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(III) Polymer Modified Bitumen
Unit = sqm Taking output = 1000 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Polymer Modified Bitumen @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum per sqm d&e) Overheads & Contractors Profit Cost of 1000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1000
day
-
day
1.000
day
58.000
day
8.600
hour
2.000
hour
2.000
t
0.900
cum
8.000
(IV) Crumb Rubber Modified Bitumen
Unit = sqm Taking output = 1000 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum per sqm d&e) Overheads & Contractors Profit Cost of 1000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1000
day
-
day
1.000
day
58.000
day
8.600
hour
2.000
hour
2.000
t
0.900
cum
8.000
(V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 1000 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery
day
-
day
1.000
day
58.000
day
8.600
hour
2.000
hour Three wheel 80-100 kN static roller c) Material t Natural Rubber Modified Bitumen @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 1000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1000
2.000
Bitumen boiler oil fired, capacity 1000 lt fitted with spray set
0.900 8.000
367
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
B
By Mechanical Means Case – I: Using Nominal chipping size 13.2 mm (I) Bitumen (S-90) Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm
day
-
day
9.000
day
2.440
hour hour
6.000 6.000
hour
6.000
Tipper 5.5 cum - 10 t capacity for carriage of stone chips from hour stockpile on road side to chip spreader hour Front end loader 1 cum bucket capacity hour Bitumen pressure distributor hour Three wheel 80-100 kN static roller weight
6.000
Hydraulic self propelled chip spreader @ 1500 sqm per hour
c) Material t Bitumen (S-90) @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (II) Bitumen (S-65) Unit = sqm Taking output = 7500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Hydraulic broom @ 1250 sqm per hour hour Air compressor 210 cfm Hydraulic self propelled chip spreader @ 1500 sqm per hour
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller weight c) Material Bitumen (S-65) @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (III) Polymer Modified Bitumen Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Hydraulic self propelled chip spreader @ 1500 sqm per hour
hour
6.000 6.000 18.750 7.500 75.000
9.000 2.440 6.000 6.000 6.000 6.000 6.000
hour
6.000
hour
18.750
t
7.500
cum
75.000
day
-
day
9.000
day
2.440
hour
6.000
hour
6.000
hour
6.000
Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour from stockpile on road side to chip spreader
6.000
368
RBR-BASC Index-code
S. No
Description
1
2
Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller weight c) Material Polymer Modified Bitumen @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm Hydraulic self propelled chip spreader @ 1500 sqm /hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller weight c) Material Crumb Rubber Modified Bitumen @ 1.00 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm
Unit Quantity 3 hour
4 6.000
hour
6.000
hour
18.750
t
7.500
cum
75.000
day
-
day
9.000
day
2.440
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
18.750
t
7.500
cum
75.000
day
-
day
9.000
day
2.440
hour
6.000
hour
6.000
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
6.000 6.000
Hydraulic self propelled chip spreader @ 1500 sqm per hour
from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller weight c) Material Natural Rubber Modified Bitumen @ 1.00 kg per sqm
hour
6.000
hour
18.750
t
Amount Rs.
Remarks
5
6
7
6.000
hour
Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
Rate Rs.
7.500 75.000
369
RBR-BASC Index-code
S. No
Description
1
2
Case – II: Using Nominal chipping size 9.5 mm Mechanical Means (I) Bitumen (S-90) Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm
Unit Quantity 3
4
day
-
day
9.000
day
2.440
hour
6.000
hour
6.000
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
6.000 6.000
Hydraulic self propelled chips spreader @ 1500 sqm / hour
from stockpile on road side to chips spreader hour Front end loader 1 cum bucket capacity hour Bitumen pressure distributor @ 1750 sqm per hour hour Three wheel 80-100 kN static roller weight c) Material t Bitumen (S-90) @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (II) Bitumen (S-65) Unit = sqm Taking output = 7500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Hydraulic broom @ 1250 sqm per hour hour Air compressor 210 cfm Hydraulic self propelled chips spreader @1500 sqm per hour
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
from stockpile on road side to chips spreader hour Front end loader 1 cum bucket capacity hour Bitumen pressure distributor @ 1750 sqm per hour hour Three wheel 80-100 kN static roller weight c) Material t Bitumen (S-65) @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (III) Polymer Modified Bitumen Unit = sqm Taking output = 7500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Hydraulic broom @ 1250 sqm per hour hour Air compressor 210 cfm Hydraulic self propelled chips spreader @ 1500 sqm per hour
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
Rate Rs.
Amount Rs.
Remarks
5
6
7
6.000 6.000 15.000 6.750 60.000
9.000 2.440 6.000 6.000 6.000 6.000 6.000 6.000 15.000 6.750 60.000
9.000 2.440 6.000 6.000 6.000 6.000
from stockpile on road side to chips spreader
370
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
hour Front end loader 1 cum bucket capacity hour Bitumen pressure distributor @ 1750 sqm per hour hour Three wheel 80-100 kN static roller weight c) Material t Polymer Modified Bitumen @ 0.90 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 7500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Hydraulic broom @ 1250 sqm per hour hour Air compressor 210 cfm Hydraulic self propelled chips spreader @ 1500 sqm per hour
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
from stockpile on road side to chips spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor @ 1750 sqm per hour Three wheel 80-100 kN static roller weight c) Material Crumb Rubber Modified Bitumen @ 0.90 kg per sqm
hour
hour
2.440 6.000 6.000 6.000 6.000 6.000
6.750 60.000
9.000 2.440 6.000 6.000 6.000 6.000 6.000 6.000
hour
15.000
t
7
9.000
hour
Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
6
6.750
6.000
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
5
60.000
15.000
Hydraulic self propelled chips spreader @ 1500 sqm per hour
Remarks
6.000
hour t
Amount Rs.
15.000
hour
Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum cum per sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 7500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Hydraulic broom @ 1250 sqm per hour hour Air compressor 210 cfm
from stockpile on road side to chips spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor @ 1750 sqm per hour Three wheel 80-100 kN static roller weight c) Material Natural Rubber Modified Bitumen @ 0.90 kg per sqm
4 6.000
Rate Rs.
6.750 60.000
371
RBR-BASC Index-code
S. No
Description
1 11
RBR-BASC-11
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Tech Specification No 509 & 510 MORTH Mechanical Means Unit = sqm Taking output = 9000 sqm Case 1 :-19 mm nominal chipping size a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Hydraulic self propelled chip spreader @ 1500 sqm/hour Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor Smooth wheeled roller 8-10 tonne weight c) Material Bitumen@ 1.20 kg per sqm Crushed stone chipping, 19 mm nominal size @ 0.015 cum per sqm d&e) Overheads & Contractors Profit Cost for 9000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/9000 Case 2 : 13 mm nominal size chipping a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm
day
-
day
9.000
day
2.440
hour
7.200
hour
7.200
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
6.000
t
10.800
cum
135.000
day
-
day
9.000
day
2.440
hour
7.200
hour
7.200
Hydraulic self propelled chip spreader @ 1500 sqm per hour
hour
6.000
Tipper 10 tonne capacity for carriage of stone chips from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor @ 1750 sqm per hour Vibratory roller 8-10 tonne weight c) Material Bitumen@ 1.00 kg per sqm Crushed stone chipping,13 mm nominal size @ 0.01 cum per sqm d&e) Overheads & Contractors Profit Cost for 9000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/9000
hour
6.000
hour
6.000
hour
6.000
hour
6.000
t
9.000
cum
90.000
Note : 1. Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to the binder as per clause 510.2.4. Alternatively, chips may be pre-coated as per clause 510.2.5 2. Input for the second coat, where required, will be the same as per the Ist coat mentioned above
372
RBR-BASC Index-code
S. No 1
Description 2
ii
12
3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Case 3 : Using 6 mm nominal size chipping Providing and laying surface dressing in single coat using 6 mm nominal size IRC HBG machine crushed stone aggregates @ 0.004 cum / sqm on a layer of bitumen binder of 80/100 grade @ 0.75 kg / sqm laid on prepared surface and rolling with 8-10 T Power Road Roller etc., complete for finished item of work as per MoRT&H Specification 510 (4th Revision) and as directed by the Engineer-in-charge. Unit = sqm Taking output = 9000 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm/hr. Air compressor 250 cfm
RBR-BASC-12
Unit Quantity
day
-
day
9.000
day
2.440
hour
7.200
hour
7.200
Hydraulic self propelled chip spreader @ 1500 sqm/hr.
hour
6.000
Tipper 10Tonne capacity for carriage of stone chips from stock pile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen pressure distributor @1750 sqm/hr Smooth wheeled roller 8 Ton c) Material Bitumen 80/100 @0.75 Kg/sqm or Bitumen 60/70 @0.75 Kg/sqm Crushed stone chippings 6 mm nominal size @0.004 cum/sqm d&e) Overheads & Contractors Profit Cost for 9000 sqm = a+b+c+d (80/100 BT) Rate per sqm = (a+b+c+d)/9000 Cost for 9000 sqm = a+b+c+d (60/70 BT) Rate per sqm = (a+b+c+d)/9000 Surface Dressing using Bitumen Emulsion
hour
6.000
hour
6.000
hour
6.000
hour
6.000
MT
6.750
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507 MORD. A By Manual Means Case – I: Nominal aggregate size 13.2 mm Unit = sqm Taking output = 900 sqm a) Labour Mate Bitumen Emulsion Sprayer Mazdoor (Unskilled) b) Machinery Emulsion sprayer, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller Add: 0.5 per cent of (a) Labour for sundries c) Material Bitumen Emulsion (RS-1) @ 1.50 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum per sqm d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900
MT
6.750
cum
36.000
day
-
day
1.000
day
60.360
hour
2.250
hour L.S.
2.250
t
1.350
cum
9.000
373
RBR-BASC Index-code
S. No 1
Description 2
Case – II: Nominal chipping size 9.5 mm Unit = sqm Taking output = 1000 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) b) Machinery Emulsion sprayer, capacity 1000 litre fitted with spray set
Three wheel 80-100 kN static roller c) Material Bitumen Emulsion (RS-1) @ 1.40 kg per sqm
3
4
day day day
1.000 60.360
hour hour
2.000 2.000
t
1.400
cum
8.000
day day day
9.000 2.440
hour hour Hydraulic self propelled chip spreader @ 1500 sqm / hour hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
6.000 6.000 6.000 6.000
Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum/ sqm
B
Unit Quantity
d&e) Overheads & Contractors Profit Cost of 1000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1000 By Mechanical Means Case – I: Nominal chipping size 13.2 mm Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm
from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen Emulsion pressure distributor Three wheel 80-100 kN static roller c) Material Bitumen Emulsion (RS-1) @ 1.50 kg per sqm Crushed stone chipping, 13.2 mm nominal size @ 0.010 cum/sqm
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 Case – II: Nominal chipping size 9.5 mm Unit = sqm Taking output = 7500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Hydraulic broom @ 1250 sqm per hour Air compressor 210 cfm
hour hour hour
6.000 6.000 18.750
t
11.250
cum
75.000
day
-
day
9.000
day
2.440
hour
6.000
hour
6.000
hour Tipper 5.5 cum - 10 t capacity for carriage of stone chips hour
6.000 6.000
Hydraulic self propelled chip spreader @1500 sqm per hour
from stockpile on road side to chip spreader Front end loader 1 cum bucket capacity Bitumen Emulsion pressure distributor Three wheel 80-100 kN static roller c) Material Bitumen Emulsion (RS-1) @ 1.40 kg per sqm Crushed stone chipping, 9.5 mm nominal size @ 0.008 cum/sqm
hour
Rate Rs.
Amount Rs.
Remarks
5
6
7
6.000
hour
6.000
hour
15.000
t
10.500
cum
60.000
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 Note : Where the proposed aggregate fails to pass the stripping value test, an approved adhesion agent may be added to the binder as per Clause 507.24. Alternatively, chips may be pre-coated as per Clause 507.25.
374
RBR-BASC Index-code
S. No 1
RBR-BASC-13
2
13
14
RBR-BASC-14
Description
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Pre-coating Chips Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5 MORD Unit = cum Taking output = 30 cum (I) Bitumen (S-90) a) Labour Mate Mazdoor (Unskilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre tire Mixall 6-10 t capacity c) Material Bitumen @1 per cent by weight of chips (30x1.6)/100 d&e) Overheads & Contractors Profit Cost of 30 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/30 (II) Bitumen (S-65) a) Labour Mate Mazdoor (Unskilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre tire Mixall 6-10 t capacity c) Material Bitumen @1 per cent by weight of chips (30x1.6)/100 d&e) Overheads & Contractors Profit Cost of 30 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/30 i 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
day
-
day
15.600
hour
6.000
hour
6.000
t
0.480
day
-
day
15.600
hour
6.000
hour
6.000
t
0.480
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 0-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or Type B or Type C as per Technical Specification Clause 508 MORD.
(I)
Case - I By Manual Means Bitumen (S-90) Unit = sqm Taking output = 500 sqm (10 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) Labour & Hire charges b) Machinery Mixall 6/10 t capacity Bitumen boiler oil fired 1000 litre capacity fitted with spray set
day
-
day
21.000
day
7.080
sqm hour
4.000
hour hour
4.000 2.000
Three wheel 80-100 kN static roller c) Material t Bitumen (S-90) @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500
0.730 13.500
375
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(II) Bitumen (S-65)
Unit = sqm Taking output = 500 sqm (10 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Mixall 6/10 t capacity Bitumen boiler oil fired 1000 litre capacity fitted with spray set
day
-
day
21.000
day
7.080
hour
4.000
hour hour
4.000 2.000
Three wheel 80-100 kN static roller c) Material t Bitumen (S-65) @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (III) Polymer Modified Bitumen Unit = sqm Taking output = 500 sqm (10 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Semi-Skilled) b) Machinery hour Mixall 6/10 t capacity Bitumen boiler oil fired 1000 litre capacity fitted with spray set
hour hour
Three wheel 80-100 kN static roller c) Material t Polymer Modified Bitumen @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 500 sqm (10 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Semi-Skilled) b) Machinery hour Mixall 6/10 t capacity Bitumen boiler oil fired 1000 litre capacity fitted with spray set
Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 14.60 kg per 10 sqm
hour hour t
Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 500 sqm (10 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Semi-Skilled)
0.730 13.500
21.000 7.080 4.000 4.000 2.000 0.730 13.500
21.000 7.080 4.000 4.000 2.000 0.730 13.500
21.000 7.080
376
RBR-BASC Index-code
S. No
Description
1
2
b) Machinery Mixall 6/10 t capacity Bitumen boiler oil fired 1000 litre capacity fitted with spray set
Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 14.60 kg per 10 sqm
Unit Quantity 3
4
hour
4.000
hour hour
4.000 2.000
t
Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 Case - II By Mechanical Means (I) Bitumen (S-90) Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP 30/40 t per hour hour Electric generator set 125 KVA hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum - 10 t/ 5-6t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Bitumen (S-90) @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (II) Bitumen (S-65) Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP 30/40 t per hour hour Electric generator set 125 KVA hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum - 10 t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Bitumen (S-65) @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000
Rate Rs.
Amount Rs.
Remarks
5
6
7
0.730 13.500
10.000 3.520 6.000 6.000 6.000 3.640 6.000 16.000 5.840 108.000
10.000 3.520 6.000 6.000 6.000 3.640 6.000 16.000 5.840 108.000
377
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(III) Polymer Modified Bitumen
Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Polymer Modified Bitumen @ 14.60 kg per 10 sqm
t
5.840
Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum/ 10 sqm
cum
108.000
d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t / 5-6 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum/ 10 sqm
d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum/ 10 sqm
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
6.000
hour
3.640
hour
6.000
hour
16.000
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
6.000
hour
3.640
hour
6.000
hour
16.000
t
5.840
cum
108.000
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
6.000
hour
3.640
hour
6.000
hour
16.000
t
5.840
cum
108.000
d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000
378
RBR-BASC Index-code
S. No 1
Description 2
ii
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 MORTH Unit = sqm Taking output = 900 sqm (24.3 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Concrete mixer 0.4/0.28 cum capacity Three wheel 80-100 kN static roller c) Material Bitumen emulsion (RS-1) @ 21.50 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum/ 10 sqm
RBR-BASC-15
Unit Quantity 3
4
day
-
day
18.000
day
2.800
hour
6.000
hour
3.600
t
1.940
cum
24.300
Rate Rs.
Amount Rs.
Remarks
5
6
7
d&e) Overheads & Contractors Profit Cost of 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900 Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cutback or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per Tech. Specification No. 511 MORTH.
15
i
Unit = sqm Taking output = 10250 sqm (205 cum) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . a) Labour day Mate Mazdoor (Unskilled) working with HMP, road sweeper, paver and day roller day Skilled mazdoor for checking line & levels
b) Machinery hour i) Batch type HMP 75 tonne per hour hour ii) Electric Generator Set 250 KVA hour iii) Front end loader 1 cum bucket capacity t.km iv) Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading hour v) Paver finisher hydrostatic with sensor attachment hour iv) Smooth wheeled/tandom roller 8-10 tonnes weight c) Material Bitumen@ 14.60 kg per 10 sqm Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum/ 10 sqm
16.000 5.840 6.000 6.000 6.000 450 x L
6.000 6.000
t
14.970
cum
276.750
d&e) Overheads & Contractors Profit Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250 Note : If a premix sand seal coat of 'B' type is proposed, the same is required to be provided over the open graded premix carpet immediately on the same day. As the same HMP and other machines will be used for laying of premix sand seal coat, out of 6 effective working hours, 4.00 hours may be utilised for laying of premix carpet and balance 2.00 hours for the seal coat. The rate for the premix sand seal coat under clause 513 (case II) has been worked out accordingly by utilising the HMP for 2.00 hours for the purpose of seal coat. In case type 'A' seal coat is proposed, HMP can be worked for six hours for the premix carpet as type 'A' seal coat does not require the use of HMP.
379
RBR-BASC Index-code
S. No 1
Description 2
ii
Unit Quantity 3
4
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Unit = sqm Taking output = 900 sqm (24.3 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor skilled b) Machinery hour Concrete mixer 0.4/0.28 cum capacity hour Smooth wheeled steel roller 8-10 tonne c) Material t Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm
18.000
Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum/ 10 sqm
24.300
cum
Rate Rs.
Amount Rs.
Remarks
5
6
7
2.800 6.000 6.000 1.940
d&e) Overheads & Contractors Profit Cost for 900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/900
RBR-BASC-16
16
Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MORD By Manual Means Type A (I) Bitumen (S-90) Unit = sqm Taking output = 500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Mixall 6-10 t capacity i
Oil fired bitumen boiler 1000 litre capacity fitted with spray set
day
-
day
21.000
day
8.400
hour
6.000
hour hour
6.000 6.000
Three wheel 80-100 kN static roller c) Material t Bitumen (S-90) @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (II) Bitumen (S-65) Unit = sqm Taking output = 500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Mixall 6-10 t capacity Oil fired bitumen boiler 1000 litre capacity fitted with spray set
Three wheel 80-100 kN static roller
hour hour
1.100 13.500
21.000 8.400 6.000 6.000 6.000
380
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
c) Material t Bitumen (S-65) @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (III) Polymer Modified Bitumen Unit = sqm Taking output = 500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Mixall 6-10 t capacity Oil fired bitumen boiler 1000 litre capacity fitted with spray set
hour hour
Three wheel 80-100 kN static roller c) Material t Polymer Modified Bitumen @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Mixall 6-10 t capacity Oil fired bitumen boiler 1000 litre capacity fitted with spray set
hour hour
Three wheel 80-100 kN static roller c) Material t Crumb Rubber Modified Bitumen @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 500 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Mixall 6-10 t capacity Oil fired bitumen boiler 1000 lt capacity fitted with spray set
hour hour
Three wheel 80-100 kN static roller c) Material t Natural Rubber Modified Bitumen @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
1.100 13.500
21.000 8.400 6.000 6.000 6.000 1.100 13.500
21.000 8.400 6.000 6.000 6.000 1.100 13.500
21.000 8.400 6.000 6.000 6.000 1.100 13.500
381
RBR-BASC Index-code
S. No
Description
1
2
Type B (I) Bitumen (S-90) Unit = sqm Taking output = 500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Mixall 6-10 t capacity
Unit Quantity 3
4
day
-
day
21.000
day
8.400
hour
6.000
hour
6.000
hour Three wheel 80-100 kN static roller c) Material t Bitumen (S-90) @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (II) Bitumen (S-65)
6.000
Oil fired bitumen boiler 1000 lt capacity fitted with spray set
Unit = sqm Taking output = 500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Mixall 6-10 t capacity Oil fired bitumen boiler 1000 lt capacity fitted with spray set
d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (III) Polymer Modified Bitumen Unit = sqm Taking output = 500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Mixall 6-10 t capacity
Remarks
5
6
7
0.950
-
day
21.000
day
8.400
hour
6.000
hour hour
6.000 6.000 0.950 13.500
day
-
day
21.000
day
8.400
hour
6.000
hour
6.000
hour Three wheel 80-100 kN static roller c) Material t Polymer Modified Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500
6.000
Oil fired bitumen boiler 1000 lt capacity fitted with spray set
Amount Rs.
13.500
day
Three wheel 80-100 kN static roller c) Material t Bitumen (S-65) @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27cum cum per 10 sqm
Rate Rs.
0.950 13.500
382
RBR-BASC Index-code
S. No
Description
1 2 (IV) Crumb Rubber Modified Bitumen
Unit = sqm Taking output = 500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Mixall 6-10 t capacity Oil fired bitumen boiler 1000 lt capacity fitted with spray set
Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Mixall 6-10 t capacity
Unit Quantity 3
4
day
-
day
21.000
day
8.400
hour
6.000
hour hour
6.000 6.000
t
0.950
cum
13.500
day
-
day
21.000
day
8.400
hour
6.000
Oil fired bitumen boiler 1000 lt capacity fitted with spray set
hour
6.000
Three wheel 80-100 kN static roller c) Material
hour
6.000
Natural Rubber Modified Bitumen @ 19 kg per 10 sqm
Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/500 By Mechanical Means Type A (I) Bitumen (S-90) Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP of appropriate capacity Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000
t
0.950
cum
13.500
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
6.000
hour
3.600
hour
6.000
hour
18.000
t
8.800
cum
108.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
383
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(II) Bitumen (S-65)
Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP of appropriate capacity hour Electric generator set 125 KVA hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum - 10 t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Bitumen (S-65) @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (III) Polymer Modified Bitumen Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP of appropriate capacity hour Electric generator set 125 KVA hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum - 10 t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Polymer Modified Bitumen @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP of appropriate capacity hour Electric generator set 125 KVA hour Front end loader 1 cum bucket capacity hour Tipper 5.5 cum - 10 t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Crumb Rubber Modified Bitumen @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000
10.000 3.520 6.000 6.000 6.000 3.600 6.000 18.000 8.800 108.000
10.000 3.520 6.000 6.000 6.000 3.600 6.000 18.000 8.800 108.000
10.000 3.520 6.000 6.000 6.000 3.600 6.000 18.000 8.800 108.000
384
RBR-BASC Index-code
S. No 1
Description
2 (V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP of appropriate capacity Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 mm @ 0.27 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 Type B (I) Bitumen (S-90) Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP of appropriate capacity Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t / 5-6 t capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (II) Bitumen (S-65) Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP of appropriate capacity Electric generator set 125 KVA Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller
Unit Quantity 3
4
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
6.000
hour
3.600
hour
6.000
hour
18.000
t
8.800
cum
108.000
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
6.000
hour
3.600
hour
6.000
hour
18.000
t
7.600
cum
108.000
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
3.600
hour
6.000
hour
18.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
385
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
c) Material t Bitumen (S-65) @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (III) Polymer Modified Bitumen Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP of appropriate capacity hour Electric generator set 125 KVA hour Tipper 5.5 cum - 10 t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Polymer Modified Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum cum /10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour HMP of appropriate capacity hour Electric generator set 125 KVA hour Tipper 5.5 cum - 10 t capacity hour Paver finisher hour Three wheel 80-100 kN static roller c) Material t Crumb Rubber Modified Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum cum /10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
7.600 108.000
10.000 3.520 6.000 6.000 3.600 6.000 18.000 7.600 108.000
10.000 3.520 6.000 6.000 3.600 6.000 18.000 7.600 108.000
Rate per sqm = (a+b+c+d+e)/4000 (V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 4000 sqm (80 cum) a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery HMP of appropriate capacity Electric generator set 125 KVA Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller
day
-
day
10.000
day
3.520
hour
6.000
hour
6.000
hour
3.600
hour
6.000
hour
18.000
386
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
c) Material t Natural Rubber Modified Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum cum /10 sqm d&e) Overheads & Contractors Profit Cost of 4000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4000 ii
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
7.600 108.000
Close Graded Premix Surfacing/Mixed Seal Surfacing Case 1 : Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per Tech. Specification No 512 MORTH.
A
Type - A Unit = sqm Taking output = 10250 sqm (205 cum) a) Labour Mate
day
Mazdoor (Unskilled) working with HMP, road sweeper, paver and day roller day Skilled mazdoor for checking line & levels
B
b) Machinery i) HMP of appropriate capacity. ii) Electric Generator Set 250 KVA iii) Front end loader 1 cum bucket capacity iv) Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading v) Paver finisher hydrostatic with sensor attachment iv) Smooth wheeled8-10 tonnes weight c) Material Type - A * Bitumen@ 22 kg per 10 sqm Stone crushed aggregates 11.2 mm to 0.09 @ 0.27 cum per 10 sqm d&e) Overheads & Contractors Profit Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250 Type - B Unit = sqm Taking output = 10250 sqm (205 cum) a) Labour Mate
5.840
hour
6.000
hour
6.000
hour
6.000
t.km
450 x L
hour
6.000
hour
6.000
t
22.500
cum
276.750
day
Mazdoor (Unskilled) working with HMP, road sweeper, paver and day roller day Skilled mazdoor for checking line & levels
b)
16.000
16.000 5.840
Machinery
i) HMP of appropriate capacity. Not less than 75 t / hour
hour
hour ii) Electric Generator Set 250 KVA hour iii) Front end loader 1 cum bucket capacity tkm iv) Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading hour v) Paver finisher hydrostatic with sensor attachment hour iv) Smooth wheeled8-10 tonnes weight
6.000 6.000 6.000 450 x L
6.000 6.000
387
RBR-BASC Index-code
RBR-BASC-17
S. No
Description
1
2
17
c) Material Type - B Bitumen @ 19 kg per 10 sqm Stone crushed aggregates 13.2 mm to 0.09 mm @ 0.27 cum per 10 sqm d&e) Overheads & Contractors Profit Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250 Seal Coat i Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 MORD. (using Three wheel 80100 kN static roller) A By Manual Means Case - I : Type A (I) Bitumen (S-90) Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100 (II) Bitumen (S-65) Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Bitumen (S-65) @ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100
Unit Quantity 3
4
t
19.480
cum
276.750
day
-
day
1.000
day
22.000
day
7.150
hour
2.200
hour
2.200
t
1.078
cum
9.900
day
-
day
1.000
day
22.000
day
7.150
hour
2.200
hour
2.200
t
1.078
cum
9.900
Rate Rs.
Amount Rs.
Remarks
5
6
7
388
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(III) Polymer Modified Bitumen
Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Polymer Modified Bitumen @ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre / 245 kg fitted with spray set Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired, capacity 1000 litre fitted with spray set Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 9.80 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100
day
-
day
1.000
day
22.000
day
7.150
hour
2.200
hour
2.200
t
1.078
cum
9.900
day
-
day
1.000
day
22.000
day
7.150
hour
2.200
hour
2.200
t cum
1.078 9.900
day
-
day
1.000
day
22.000
day
7.150
hour
2.200
hour
2.200
t
1.078
cum
9.900
389
RBR-BASC Index-code
S. No
Description
1
2
Case - II : Type B (510 - MORD) (I) Bitumen (S-90) Unit = sqm Taking output = 1250 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Mixall 6/10 t capacity Three wheel 80-100 kN static roller Bitumen boiler oil fired 1000 litre capacity fitted with spray set
c) Material Bitumen (S-90) @ 6.80 kg per 10 sqm
Unit Quantity 3
day
-
day
15.000
day
2.850
hour
2.500
hour
2.500
hour
2.500
t
0.850
Crushed sand or grit as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum per 10 sqm
d&e) Overheads & Contractors Profit Cost of 1250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1250 (II) Bitumen (S-65) Unit = sqm Taking output = 1250 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Mixall 6/10 t capacity Three wheel 80-100 kN static roller Bitumen boiler oil fired 1000 litre capacity fitted with spray set
c) Material Bitumen (S-65) @ 6.80 kg per 10 sqm
Bitumen boiler oil fired 1000 litre capacity fitted with spray set
-
day
15.000
day
2.850
hour
2.500
hour
2.500
hour
2.500
t
0.850
Remarks
5
6
7
7.500
day
-
day
15.000
day
2.850
hour
2.500
hour
2.500
hour
2.500
c) Material t Polymer Modified Bitumen @ 6.80 kg per 10 sqm Crushed sand or grit as passing 2.36 mm sieve and retained cum on 180 micron sieve applied @ 0.06 cum/10 sqm
Amount Rs.
7.500
day
Crushed sand or grit as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum/10 sqm
d&e) Overheads & Contractors Profit Cost of 1250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1250 (III) Polymer Modified Bitumen Unit = sqm Taking output = 1250 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Mixall 6/10 t capacity Three wheel 80-100 kN static roller
4
Rate Rs.
0.850 7.500
d&e) Overheads & Contractors Profit Cost of 1250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1250
390
RBR-BASC Index-code
S. No
Description
1 2 (IV) Crumb Rubber Modified Bitumen
Unit = sqm Taking output = 1250 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Mixall 6/10 t capacity Three wheel 80-100 kN static roller Bitumen boiler oil fired 1000 litre capacity fitted with spray set
c) Material Crumb Rubber Modified Bitumen @ 6.80 kg per 10 sqm Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum /10 sqm d&e) Overheads & Contractors Profit Cost of 1250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1250 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 1250 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Mixall 6/10 t capacity Three wheel 80-100 kN static roller Bitumen boiler oil fired 1000 litre capacity fitted with spray set c) Material Natural Rubber Modified Bitumen @ 6.80 kg per 10 sqm Crushed sand or grit as passing 2.36 mm sieve and retained on 180 micron sieve applied @ 0.06 cum /10 sqm d&e) Overheads & Contractors Profit Cost of 1250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1250 Case - III : Type C (510 - MORD) (I) Bitumen (S-90) Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) for carrying of chips & spraying Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired 1000 litre capacity fitted with spray set
Unit Quantity 3
4
day
-
day
15.000
day
2.850
hour
2.500
hour
2.500
hour
2.500
t
0.850
cum
7.500
day
-
day
15.000
day
2.850
hour
2.500
hour
2.500
hour
2.500
t
0.850
cum
7.500
day
-
day
1.000
day
22.000
day
6.150
hour
2.200 2.200
hour Three wheel 80-100 kN static roller c) Material t Bitumen (S-90) @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100% cum passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum. d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100
Rate Rs.
Amount Rs.
Remarks
5
6
7
0.715 9.900
391
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(II) Bitumen (S-65)
Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired 1000 litre capacity fitted with spray set
Three wheel 80-100 kN static roller c) Material Bitumen (S-65) @ 6.50 kg per 10 sqm
day
-
day
1.000
day
22.000
day
6.150
hour hour
2.200 2.200
t
0.715
Crushed stone chipping of 6.7 mm size defined as 100% passing 9.5 cum mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum.
d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100 (III) Polymer Modified Bitumen Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired 1000 litre capacity fitted with spray set
day
-
day
1.000
day
22.000
day
6.150
hour
2.200 2.200
hour Three wheel 80-100 kN static roller c) Material t Polymer Modified Bitumen @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100% cum passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum. d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 1100 sqm a) Labour day Mate day Bitumen Sprayer day Mazdoor (Unskilled) day Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired 1000 litre capacity fitted with spray set
9.900
hour
hour Three wheel 80-100 kN static roller c) Material t Crumb Rubber Modified Bitumen @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size defined as 100% cum passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum. d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100
0.715 9.900
1.000 22.000 6.150 2.200 2.200 0.715 9.900
392
RBR-BASC Index-code
S. No 1
Description
2 (V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 1100 sqm a) Labour Mate Bitumen Sprayer Mazdoor (Unskilled) Mazdoor (Semi-Skilled) b) Machinery Bitumen boiler oil fired 1000 litre capacity fitted with spray set
Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 6.50 kg per 10 sqm
Unit Quantity 3
4
day
-
day
1.000
day
22.000
day
6.150
hour hour
2.200 2.200
t
0.715
Crushed stone chipping of 6.7 mm size defined as 100% passing 9.5 cum mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum.
Rate Rs.
Amount Rs.
Remarks
5
6
7
9.900
d&e) Overheads & Contractors Profit Cost of 1100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/1100 Note : Since seal coat is provided immediately over the bituminous layers, hydraulic broom for cleaning has not been catered. B (I)
By Mechanical Means Case - I : Type A Bitumen (S-90) Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 9.80 kg per 10 sqm
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 cum mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum/10 sqm
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (II) Bitumen (S-65) Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Bitumen (S-65) @ 9.80 kg per 10 sqm
7.350 67.500
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 cum mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
7.350 67.500
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
393
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(III) Polymer Modified Bitumen
Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Polymer Modified Bitumen @ 9.80 kg per 10 sqm
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 cum mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 9.80 kg per 10 sqm
7.350 67.500
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
Crushed stone chipping of 6.7 mm size 100 per cent passing cum 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum/10 sqm
7.350 67.500
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
Natural Rubber Modified Bitumen @ 9.80 kg per 10 sqm t Crushed stone chipping of 6.7 mm size 100 per cent passing 11.2 cum mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit
7.350 67.500
Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 Note : Since seal coat is provided immediately over the bituminous layers, Hydraulic broom for cleaning has not been catered.
394
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Case - II : Type B (I) Bitumen (S-90) Unit = sqm Taking output = 5000 sqm (30 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery HMP of 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 6.80 kg per 10 sqm
day
-
day
4.160
hour
2.000
hour
2.000
hour
2.000
hour
1.360
hour
2.000
hour
10.000
t
Crushed sand defined as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum per 10 sqm
d&e) Overheads & Contractors Profit Cost of 5000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/5000 (II) Bitumen (S-65) Unit = sqm Taking output = 5000 sqm (30 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery HMP of 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Bitumen (S-65) @ 6.80 kg per 10 sqm
day
-
day
4.160
hour
2.000
hour
2.000
hour
2.000
hour
1.360
hour
2.000
hour
10.000
t
Crushed sand defined as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum /10 sqm
d&e) Overheads & Contractors Profit Cost of 5000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/5000 (III) Polymer Modified Bitumen Unit = sqm Taking output = 5000 sqm (30 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery HMP of 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Polymer Modified Bitumen @ 6.80 kg per 10 sqm
3.400 30.000
3.400 30.000
day
-
day
4.160
hour
2.000
hour
2.000
hour
2.000
hour
1.360
hour
2.000
hour
10.000
t
Crushed sand defined as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum per 10 sqm
3.400 30.000
d&e) Overheads & Contractors Profit Cost of 5000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/5000
395
RBR-BASC Index-code
S. No
Description
1 2 (IV) Crumb Rubber Modified Bitumen
Unit = sqm Taking output = 5000 sqm (30 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery HMP of 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 6.80 kg per 10 sqm
Unit Quantity 3
day
-
day
4.160
hour
2.000
hour
2.000
hour
2.000
hour hour
1.360 2.000
hour
10.000
t
Crushed sand defined as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum per 10 sqm
d&e) Overheads & Contractors Profit Cost of 5000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/5000 (V) Natural Rubber Modified Bitumen Unit = sqm Taking output = 5000 sqm (30 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery HMP of 30/40 t per hour Electric generator set 125 KVA Front end loader 1 cum bucket capacity Tipper 5.5 cum - 10 t capacity Paver finisher Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 6.80 kg per 10 sqm
4
Remarks
5
6
7
3.400
-
day
4.160
hour
2.000
hour
2.000
hour
2.000
hour
1.360
hour
2.000
hour
10.000
t
Amount Rs.
30.000
day
Crushed sand defined as passing 2.36 mm sieve and retained on 180 cum micron sieve applied @ 0.06 cum per 10 sqm
Rate Rs.
3.400 30.000
d&e) Overheads & Contractors Profit Cost of 5000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/5000 Note : Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours have been considered for this case.
Case - III : Type C (I) Bitumen (S-90) Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Bitumen (S-90) @ 6.50 kg per 10 sqm
day
-
day
5.200
hour hour hour hour
6.000 6.000 6.000 6.000
hour
15.000
t Crushed stone chipping of 6.7 mm size 100 per cent passing 9.5 mm cum sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
4.880 67.500
d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
396
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
(II) Bitumen (S-65)
Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Bitumen (S-65) @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (III) Polymer Modified Bitumen Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Polymer Modified Bitumen @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500 (IV) Crumb Rubber Modified Bitumen Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Crumb Rubber Modified Bitumen @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
day
-
day
5.200
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
4.880
cum
67.500
day
-
day
5.200
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
4.880
cum
67.500
day
-
day
5.200
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t cum
4.880 67.500
397
RBR-BASC Index-code
S. No 1
Description
2 (V) Natural Rubber Modified Bitumen
Unit = sqm Taking output = 7500 sqm (67.5 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chips spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor Three wheel 80-100 kN static roller c) Material Natural Rubber Modified Bitumen @ 6.50 kg per 10 sqm Crushed stone chipping of 6.7 mm size 100 per cent passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm d&e) Overheads & Contractors Profit Cost of 7500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7500
Unit Quantity 3
4
day
-
day
5.200
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
15.000
t
4.880
cum
67.500
Rate Rs.
Amount Rs.
Remarks
5
6
7
Note : Since seal coat is provided immediately over the bituminous layers, Hydraulic broom for cleaning has not been catered. ii
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats as per Tech. specification No. 513 MORTH Unit = sqm Taking output = 10250 sqm (92.25 cum) Case - I : Type A a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic self propelled chip spreader Tipper 5.5 cum capacity Front end loader 1 cum bucket capacity Bitumen pressure distributor @ 1750 sqm per hour Smooth wheeled roller 8 -10 tonne weight c) Material Bitumen@ 9.80 kg per 10 sqm
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
6.000
t Crushed stone chipping of 6.7 mm size defined as 100 per cent cum passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm
10.050 92.250
d&e) Overheads & Contractors Profit Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250 Note : Since seal coat is provided immediately over the bituminous layers, mechanical broom for clearing has not been catered.
398
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Case - II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
Unit = sqm Taking output = 7858 sqm (47.16 cum) a)
Labour
Mate
day
-
Mazdoor (Unskilled) b) Machinery HMP of 75 tonnes/hour.
day
4.160
hour
2.000
Electric Generator Set 250 KVA
hour
2.000
Front end loader 1 cum bucket capacity Tipper 10 tonne capacity
hour t.km
2.000 104 x 'L'
Paver finisher hydrostatic with sensor attachment
hour
2.000
Smooth wheeled 8-10 tonnes capacity c) Material Bitumen@ 6.80 kg per 10 sqm
hour
2.000
Add 10 per cent of cost of carriage to cover cost of loading and unloading
t
Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied @ 0.06 cum per 10 sqm
5.340 47.160
d&e) Overheads & Contractors Profit Cost for 7858 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/7858 Note : Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours for the seal coat. Hence 2.00 hours have been considered for this case. This may be linked to rate analysis worked out under clause 511.
RBR-BASC-18
18
5.1 Supply of Stone Aggregates for Pavement Courses
Supply of stone aggregates from approved sources conforming to the physical requirement, specified in the respective clauses, including royalties, fees, rents, collection, transportation, stacking and testing and measured in cum as per Clause 511.5 MORD / 514.5 MORTH
RBR-BASC-19
19
Note : Rates for stone crushing given in Chapter 1 may be adopted. In case for supply of aggregates at site are not available, nearest crusher site may be ascertained. Loading and unloading charges and cost of carriage may be added to these rates to arrive at the cost at site. Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 MORTH. Unit = sqm Taking output = 35.00 sqm (0.87 cum ) assuming a density of 2.3 tonnes/cum.-2 tonnes a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled
day
-
day
10.000
day
1.440
399
RBR-BASC Index-code
S. No 1
Description 2
b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Mastic cooker 1 tonne capacity Bitumen boiler 1500 litres capacity Tractor for towing and positioning of mastic cooker and bitumen boiler c) Material Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate (6.3mm to 13.2 mm) = 40 per cent
Unit Quantity 3
4
hour
0.060
hour
0.060
hour
6.000
hour
6.000
hour
1.000
Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) I) Bitumen 80 / 100 or 30/40 @ 10.2 per cent by weight of t mix. 2 x 10.2/100 = 0.204 ii) Fine aggregate passing 2.36mm and retained on 0.075mm cum sieve @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 iii) Lime stone dust filler with calcium content not less than 80 t per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36 iv) Coarse aggregates 6.3 mm to 13.2 mm @ 40 per cent by cum weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 13.2 mm nominal size for skid cum resistance = 35 x 0.005/10 = 0.018 vi) Bitumen for coating of chips @ 2 per cent by weight = kg 0.018 x 1.456 x 2/100 = 0.0005 MT = 0.5kg d&e) Overheads & Contractors Profit Cost for 35.00 sqm = a+b+c+d+e
Rate Rs.
Amount Rs.
Remarks
5
6
7
0.204 0.390
0.360
0.550 0.018 0.500
Rate per sqm = (a+b+c+d+e)/35 Note : 1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2. Where tack coat is required to be provided before laying mastic asphalt, the same is
required to be measured and paid separately. 3. The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4. This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case.
RBR-BASC-20
20
Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface as per Tech. Specification 516 MORTH (i) 5 mm thickness Unit = sqm Taking output = 16000 sqm (80 cum) Taking density of 2.2 tonnes per cum weight of mix = 176 tonnes a) Labour Mate Mazdoor (Unskilled) b) Machinery Mechanical broom Air compressor 250 cfm Mobile slurry seal equipment Front end loader 1 cum bucket capacity Tipper 5.5 cum capacity for carriage of aggregate from stockpile on road side to slurry equipment, bitumen emulsion and filler.
day
-
day
6.240
hour
6.000
hour
6.000
hour
6.000
hour
6.000
hour
6.000
400
RBR-BASC Index-code
S. No 1
Description
Unit Quantity
2 3 Pneumatic tyred roller with individual wheel load not exceeding 1.5 hour tonnes hour Water tanker6 KL capacity
c) Material Residual Binder (BT Emulsion - medium setting) @ 11 t per cent of mix 80 x 2.2 x 0.11 Fine aggregate 4.75 mm and below 87 per cent of total cum mix,80 x 2.2 x 0.87 = 153.12 tonnes. Taking density1.5, = 153.12/1.5 = 102.08 cum t Filler @ 2 per cent of total mix = 80 x 2.2 x 0.02 (Cement) Cost of water d&e) Overheads & Contractors Profit Cost for 16000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/16000 (ii) 3 mm thickness Unit = sqm Taking output = 20000 sqm (60 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Mechanical broom Air compressor 250 cfm Mobile slurry seal equipment Front end loader 1 cum bucket capacity
KL
4 6.000
6.000
hour
6.000
hour
6.000
hour
6.000
Tipper 5.5 cum capacity for carriage of aggregate from stockpile on hour road side to slurry equipment, bitumen emulsion and filler hour Water tanker6 KL capacity
6.000 2.000
t
17.160
cum
74.800
t
2.640
KL
12.000
day
-
day
5.200
hour
6.000
hour
6.000
hour
6.000
hour Tipper 5.5 cum capacity for carriage of aggregate from stockpile on hour road side to slurry equipment, bitumen emulsion and filler. hour Water tanker6 KL capacity
6.000 6.000
KL
7
12.000
hour
Cost of water d&e) Overheads & Contractors Profit Cost for 24000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/24000
6
3.520
-
Fine aggregate 2.36 mm and below,82 per cent of total mix,36x 2.2 x cum 0.82 = 64.94 tonnes. Taking density 1.5 t Filler @ 2 per cent of total mix = 36x 2.2 x 0.02
5
102.080
5.200
t
Remarks
19.360
day
c) Material Residual Binder (BT Emulsion -Medium setting) @ 16 per cent of mix, 36 x 2.2 x 0.16
Amount Rs.
2.000
day
c) Material Residual Binder (BT Emulsion - medium setting) @ 13 per cent of mix = 60 x 2.2 x 0.13 Fine aggregate 3 mm and below 85 per cent of total mix, 60x 2.2 x 0.85 = 112.2 tonnes. Taking density 1.5, Filler @ 2 per cent of total mix = 60x 2.2 x 0.02 Cost of water d&e) Overheads & Contractors Profit Cost for 20000 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/20000 (iii) 1.5 mm thickness Unit = sqm Taking output = 24000 sqm (36 cum) a) Labour Mate Mazdoor (Unskilled) b) Machinery Mechanical broom Air compressor 250 cfm Mobile slurry seal equipment Front end loader 1 cum bucket capacity
Rate Rs.
2.000 12.670 43.300 1.580 12.000
Note : 1.Tack coat, if required to be provided, before laying slurry seal may be measured and paid separately
401
RBR-BASC Index-code
S. No 1
RBR-BASC-21
21
Description
Unit Quantity
2
Recycling of Bituminous Recycling Plant
3
Pavement
with
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Central
Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517 MORTH.
Unit = cum Taking output = 120 cum (276 tonnes) a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Cold milling machine @ 20 cum per hour Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour
day
-
day
10.000
day
2.480
hour
6.000
hour
1.280
hour
1.280
hour
0.910
Hot mix plant 100-120 TPH producing an average of 75 tonnes per hour hour hour Electric generator set 250 KVA
3.000
Front end loader 1.00 cum bucket capacity Tipper 5.5 cum capacity Smooth wheeled roller 8-10 tonnes Vibratory roller 8 tonnes Smooth wheeled tandem roller 6-8 tonnes c) Material i) Bitumen
3.000
hour
3.000
hour
18.000
hour
1.950
hour
1.950
hour
1.950
t
1.987
t
7.728
A bitumen content is 4.5 per cent bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60 per cent of normal requirement. In a mix of 276 tonnes, 82.8 tonne is reclaimed and balance 193.2 tonne is fresh mix.
Bitumen required for reclaimed mix of 82.8 tonne @ 60 per cent = 82.8 x 0.60 x0.04 = 1.99 Bitumen required for fresh mix of 193.2 tonnes = 193.2 x 0.04 = 7.73 ii) Aggregates Percentage of mix requiring fresh aggregates - 70 per cent
Weight of fresh mix = 276 x 0.70 = 193.2 tonne Weight of fresh aggregate in the mix = 193.2 x 0.96 = 185.47 tonne
Taking average density of 1.5 tonnes/cum, total volume of aggregate = 123.65 cum. Size wise requirement of fresh aggregates cum 37.5 - 25 mm @ 23 per cent cum 25 - 10 mm @ 15 per cent cum 10- 5 mm @ 20 per cent cum Below 5 mm @40 per cent t Filler (cement) @ 2 % of 276 tonne = 5.52 tonnes d&e) Overheads & Contractors Profit Cost for 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120
28.440 18.550 24.730 49.460 5.520
Note : Although the total rolling time is only 4 hours as per norms, all the three rollers have to be available at site for 3 hours each to match with the output of re-cycling plant. To cater for their idling time, these have been multiplied with a factor of 0.65.
402
RBR-BASC Index-code
S. No
Description
1
RBR-BASC-22
22
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing as per Tech. Specification 518 MORTH.
Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen emulsion pressure distributor @ 1750 sqm per hour
day
-
day
3.120
hour
6.000
hour
6.000
hour
6.000
c) Material t Bitumen emulsion (Medium setting) @ 0.75 kg/sqm d&e) Overheads & Contractors Profit Cost for 10500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 1.In case it is decided by the engineer to blind the fog spray, the following may be added a) Labour day Mate day Mazdoor (Unskilled) for precoating of grit b) Material cum Crushed stone grit 3 mm size @ 3.75 kg per sqm Bitumen emulsion for precoating grit @ 2 per cent of t grit,39.38 x 0.02
7.880
0.160 4.000 26.250 0.790
d&e) Overheads & Contractors Profit Cost for 10500 sqm = a+b Rate per sqm = (a+b)/10500
RBR-BASC-23
23
Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels as per Tech. Specification 519 MORTH.
Unit = cum Taking output = 205 cum (450 tonne) (i) Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Composition of mix (450 tonne) is assumed to be as under:-
Bitumen Emulsion 8 per cent by weight of Total Mixture Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 19 mm to 9.5 mm25 per cent 9.5 mm to 6 mm29 per cent 6 mm to 0.075 mm 36 per cent a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Electric generator 125 KVA Front end loader 1 cum bucket capacity Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher Pneumatic tyred roller 12-15 tonnes Smooth wheeled steel tandem roller 6-8 tonnes c) Material Bitumen emulsion (Medium setting) @ 8 per cent Filler (lime)@ 2 per cent Aggregates size 19 to 9.5 mm - 450 x 0.25 x 1/1.5 Aggregates size 9.5 to 6 mm - 450 x 0.29 x 1/1.5
day
-
day
16.000
day
5.840
hour
6.000
hour
6.000
hour
6.000
t.km
450 x L
hour
6.000
hour
3.900
hour
3.900
t
36.000
t
9.000
cum
75.000
cum
87.000
cum Aggregates size 6 to 0.075 mm - 450 x 0.36 x 1/1.5 d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205 (Applicable to cases I to IV) Note : 1. Density of aggregates has been assumed 1.5 gms/cc
108.000
2. Tack coat where provided will be measured and paid separately.
403
RBR-BASC Index-code
S. No 1
Description 2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65 (ii) Using bitumen emulsion and 19 mm or 26.5 mm nominal
size aggregate Composition of mix (450 tonne) is assumed to be as under:Bitumen Emulsion 8 per cent Filler2 per cent Total aggregates 90 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 35 per cent a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Drum mix plant for cold mixes 60-90 tonne per hour producing average output of 75 tonnes per hour Electric generator 125 KVA Front end loader 1 cum bucket capacity Tipper 10 tonne capacity
day
-
day
16.000
day
5.840
hour
6.000
hour
6.000
hour
6.000
t.km
450 x L
Add 10 per cent of cost of carriage to cover cost of loading and unloading hour Paver finisher hour Pneumatic tyred roller 12-15 tonnes hour Smooth wheeled steel tandom roller 6-8 tonnes c) Material t Bitumen emulsion (Medium setting) @ 8 per cent t Filler (lime)@ 2 per cent cum Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5 cum Aggregates size 19 to 6 mm - 450 x 0.3 x 1/1.5 cum Aggregates size 6 to 0.075 mm - 450 x 0.35 x 1/1.5 d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205 Note : 1. Density of aggregates has been assumed 1.5 gms/cc
6.000 3.900 3.900 36.000 9.000 75.000 90.000 105.000
2. Tack coat where provided will be measured and paid separately. 3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65
404
RBR-BASC Index-code
S. No
Description
1 2 (iii) Using cutback bitumen and 9.5 mm or 13.2 mm nominal
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
size aggregate Composition of mix (450 tonne) is assumed to be as under:Cutback bitumen 5 per cent Filler (lime) 2 per cent Total aggregates 93 per cent Proportion of aggregates 19 mm to 9.5 mm26 per cent 9.5 mm to 6 mm31 per cent 6 mm to 0.075 mm 36 per cent a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor skilled b) Machinery Drum mix plant for cold mixes 60-90 tonne per hour hour producing average output of 75 tonnes per hour hour Electric generator 125 KVA hour Front end loader 1 cum bucket capacity t.km Tipper 10 tonne capacity
16.000 5.840 6.000 6.000 6.000 450 x L
Add 10 per cent of cost of carriage to cover cost of loading and unloading hour 6.000 Paver finisher hour 3.900 Pneumatic tyred roller 12-15 tonnes hour 3.900 Smooth wheeled steel tandem roller 6-8 tonnes c) Material t 22.500 Cutback bitumen @ 5 per cent t 9.000 Filler (lime)@ 2 per cent cum 78.000 Aggregates size 19 to 9.5 mm - 450 x 0.26 x 1/1.5 cum 93.000 Aggregates size 9.5 to 6 mm - 450 x 0..31 x 1/1.5 cum 108.000 Aggregates size 6 to 0.075 mm - 450 x 0.36 x 1/1.5 d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205 Note : 1. Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. 3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65 (iv) Using cutback bitumen and 19 mm or 26.5 mm nominal
size aggregate Composition of mix (450 tonne) is assumed to be as under:Cutback bitumen 5 per cent Filler2 per cent Total aggregates 93 per cent Proportion of aggregates 37.5 mm to 19 mm25 per cent 19 mm to 6 mm 30 per cent 6 mm to 0.075 mm 38 per cent a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Drum mix plant for cold mixes 60-90 tonne per hour producing output of 75 tonnes per hour Electric generator 125 KVA Front end loader 1 cum bucket capacity Tipper 10 tonne capacity Paver finisher Pneumatic tyred roller 12-15 tonnes. Smooth wheeled steel tandem roller 6-8 tonnes c) Material Cutback bitumen on @ 5 per cent Filler (lime)@ 2 per cent Aggregates size 37.5 to 19 mm - 450 x 0.25 x 1/1.5 Aggregates size 19 to 6 mm - 450 x 0.3 x 1/1.5 Aggregates size 6 to 0.075 mm - 450 x0.38 x 1/1.5 d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/205
day
-
day
16.000
day
5.840
hour
6.000
hour
6.000
hour
6.000
t.km
450 x L
hour
6.000
hour
3.900
hour
3.900
t
22.500
t
9.000
cum
75.000
cum
90.000
cum
114.000
Note : 1. Density of aggregates has been assumed 1.5 gms/cc 2. Tack coat where provided will be measured and paid separately. 3. Though the rollers are required only for 3.5 hours each as per norms of output, but these are required to be available at site for 6 hours as the drum mix plant and the paver would take 6 hours for mixing and paving. To cater for the idle period, their usage rates have been multiplied by a factor of 0.65
RBR-BASC-24
24
Sand Asphalt Base Course
405
RBR-BASC Index-code
S. No
Description
1
2 Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing as per Tech. specification 520 MORTH.
Unit = cum Taking output = 205 cum (450 tonne) a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery
Unit Quantity 3
4
day
-
day
16.000
day
5.840
Hot Mix Plant of appropriate capacity but not less than 75 tonnes/hour hour
6.000
Electric generator set 250 KVA Front end loader 1 cum bucket capacity Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading Paver finisher smooth wheeled roller 8-10 tonnes for initial break down rolling. Vibratory roller 8 tonnes for intermediate rolling.
hour
6.000
Finish rolling with 6-8 tonnes smooth wheeled tandom rollers.
hour
6.000
t.km
450 x L
hour
6.000
hour
3.900
hour
3.900
hour
3.900
c) Material Composition of mix (450 tonne) is assumed to be as under:Density 2.20 tonne per cum Weight450 tonne Bitumen5 per cent Filler2 per cent Sand of size 4.75 to 0.075 mm 93 per cent t Bitumen@ 5 per cent t Filler (lime)@ 2 per cent cum Sand of size 4.75 to 0.075 mm - 450 x 0.93 x 1/1.5 d&e) Overheads & Contractors Profit Cost for 205 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/205
Rate Rs.
Amount Rs.
Remarks
5
6
7
22.500 9.000 288.620
Note : 1. Tack coat will be measured and paid separately 2. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of this roller, their usage rates has been multiplied by a factor of 0.65
406
RBR-BASC Index-code
S. No 1
RBR-BASC-25
Description 2
25
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Modified Binder Supply of modified binder produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen and which allows properties given in clause 521.3 and IRC:SP: 53 blending of modifier with bitumen to be done either at the refinery or at central unit with all facilities by proper industrial process, is essential. See Tech. specification 521 MORTH. Unit = tonne The use of modified binder is expected to result in an extended service life of bituminous pavements subject to heavy traffic loads in extreme climatic conditions, thus justifying the entire cost of adding modifiers/fibers. Other advantages include lower temperature susceptibility, higher resistance to aging, higher fatigue life, higher resistance to cracking and better adhesion between aggregates and binder. Detailed information and inductive dose level on the use of polymer modified binder is available in IRC : SP-53 / 2002. A number of proprietary products are now available in the market. For such proprietary products, test reports and cost effectiveness should be the basis for their selection in road works. The modifier, in the required quantity shall be blended at the refinery or at central unit with all facilities by proper industrial process, is essential. If supplied in drums it shall be agitated in melted condition with suitable device for achieving homogeneity Proposals to use glass fiber, polypropylene fibers or any other similar material in a bituminous mixture should be substantiated, complete with all details including test results, manufacturer's recommendations for addition or means of incorporating the fibers, homogeneously, without segregation, into the mixture. Before agreeing to the use of a fiber, it should have been proved to be satisfactory in use under circumstances, similar to the work, elsewhere or it would have under gone appropriate performance trials. Documented evidence of use and trials of the fiber, in any country having conditions similar to Indian will be acceptable. where information on use of trials is inadequate or lacking, trials may be required to be under taken before agreeing to the use of the fiber. Note : 1. The modified binder is usually manufactured by specialised firms as a proprietary product. The rate for this product is required to be as certained from the market. 2.The specifications for various item of road works using polymer/rubber modified bitumens are same as those for penetration grade bitumen except those for any special conditions which the manufacturer may indicate 3.The other controls during mixing, laying shall be same as specified in IRC - 14, 29, 94 and 95 for open graded premix carpet, bituminous concrete, DBM and SDBC respectively 4.The temperature of mixing and rolling will be slightly higher than conventional bituminous mixes as indicated in Table 8 of IRC: SP: 53 - 2002
RBR-BASC-26
26 i
Crack Prevention Courses Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Tech. Specification 522 MORTH.
Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Bitumen pressure distributor @ 1750 sqm per hour Hydraulic Chip spreader Smooth wheeled road roller 8-10 tonne c) Material Modified binder Crushed stone aggregates 5.6 mm size d&e) Overheads & Contractors Profit Cost for 10500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 (ii) Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm
day day
6.240
hour
6.000
hour
6.000
hour hour hour
6.000 6.000 6.000
t cum
9.450 105.000
day day
6.240
hour
6.000
hour
6.000
hour
6.000
Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902, Tech. Specification 522 MORTH.
Unit = sqm Taking output = 10500 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity Bitumen pressure distributor @ 1750 sqm per hour
407
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
hour Hydraulic Chip spreader hour Smooth wheeled road roller 8-10 tonne c) Material t Modified binder cum Crushed stone chipping 11.2 mm size d&e) Overheads & Contractors Profit Cost for 10500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 (iii) Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent
4 6.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
6.000 11.550 105.000
Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902, Tech. Specification 522 MORTH.
Unit = sqm Taking output = 10500 sqm a) Labour day Mate day 6.000 Mazdoor (Unskilled) day 2.240 Mazdoor skilled b) Machinery hour 6.000 Mechanical broom @ 1250 sqm per hour hour 6.000 Air compressor 250 cfm capacity hour 6.000 Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 Hydraulic Chip spreader hour 6.000 Smooth wheeled road roller 8-10 tonne c) Material t 15.750 Modified binder cum 126.000 Crushed stone aggregates 11.2 mm size d&e) Overheads & Contractors Profit Cost for 10500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10500 Note : In case 2nd coat is also required to be provided, material provided for the 2nd coat shall be as per table 500-47.
408
RBR-BASC Index-code
S. No 1
Description
2 (iv) Case-IV : Bitumen impregnated geotextile
Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 703.4.5, Tech. Specification 522 MORTH. Unit = sqm Taking output = 3500 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm capacity Bitumen pressure distributor @ 1750 sqm per hour Pneumatic roller c) Material Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm
Geotextile including 10 per cent for overlaps d&e) Overheads & Contractors Profit Cost for 3500 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/3500
Unit Quantity 3
4
day
-
day
12.000
day
2.560
hour
2.800
hour
2.800
t
2.000
hour
2.000
Rate Rs.
Amount Rs.
Remarks
5
6
7
t 3.680 sqm 3850.000
Note : As bitumen overlay construction shall follow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m wide carriageway. This can be conveniently overlaid by a bituminous course in a day
RBR-BASC-27
27
Recipe Cold Mix Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3 MORTH
Unit = cum Taking output = 205 sqm (450 tonnes) (i) 75 mm thickness a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor skilled b) Machinery Drum mix plant for cold mixes 40 / 60 tonne per hour hour producing output of 50 tonnes per hour hour Electric generator 125 KVA hour Front end loader 1 cum capacity Paver finisher hydrostatic with sensor control @ 75 cum/ hour
hour t.km
Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading hour Pneumatic tyred roller12-15 tonnes. Smooth wheeled steel roller6-8 tonnes. Water tanker6 KL capacity c) Material Bitumen emulsion (MS) @ 45 litres per tonne Crushed stone aggregates 40 mm nominal size Cost of water d&e) Overheads & Contractors Profit Cost for 205 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/205
hour hour
12.000 6.000 9.000 6.000 6.000 6.000 450 x L
3.900 3.900 1.000
t
20.250
cum
297.000
KL
6.000
409
RBR-BASC Index-code
S. No
Description
1
2 ii
40 mm thickness a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery
Unit Quantity 3
4
day
-
day
12.000
day
6.000
Batch type cold mixing plant100-120 TPH capacity producing an hour average output of 75 tonne per hour Drum mix plant for cold mixes 40 / 60 tonne per hour hour
9.000
producing output of 50 tonnes per hour hour Electric generator 125 KVA hour Front end loader 1 cum capacity Paver finisher hydrostatic with sensor control @ 75 cum per hour hour t.km Tipper 10 tonne capacity
Rate Rs.
Amount Rs.
Remarks
5
6
7
-
6.000 6.000 6.000 450 x L
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Pneumatic tyred roller 12-15 tonnes. Smooth wheeled steel roller 6-8 tonnes. Water tanker6 KL capacity c) Material Bitumen emulsion (MS) @ 70 litres per tonne Crushed stone aggregates 14 mm nominal size Cost of water d&e) Overheads & Contractors Profit Cost for 205 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/205 iii 25 mm thickness a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour Drum mix plant for cold mixes 40 / 60 tonne per hour producing output of 50 tonnes per hour Electric generator 125 KVA Front end loader 1 cum capacity Paver finisher hydrostatic with sensor control @ 75 cum per hour Tipper 10 tonne capacity Add 10 per cent of cost of carriage to cover cost of loading and unloading Pneumatic tyred roller Smooth wheeled steel roller Water tanker6 KL capacity c) Material Bitumen emulsion (MS) @ 85 litres per tonne Crushed stone aggregates 6 mm nominal size Cost of water d&e) Overheads & Contractors Profit Cost for 205 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/205
hour
3.900
hour
3.900
hour
1.000
t
31.500
cum
287.000
KL
6.000
day
-
day
12.000
day
6.000
hour
-
hour
9.000
hour
6.000
hour
6.000
hour
6.000
t.km
450 x L
hour hour
3.900 3.900
hour
1.000
t
38.250
cum
270.000
KL
6.000
410
RBR-BASC Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Note : (Case I to III) 1. These mixes are considered suitable for minor repair work and temporary road surface improvement. 2. In case concrete mixtures are required to be used for mixing, a number of these will be needed to match the capacity of road rollers. 3. Tack coat, where provided, will be measured and paid separately. 4. Both the rollers have to be available at site to match with the output of batch mixing plant and paver finisher. A multiplying factor of 0.65 has been adopted to cater for the idling period of road rollers. General Note :
1. The provisions towards Mate is included in the provision towards unskilled Mazdoor upto item 2. 2. The provisions towards Mate is included in the provision towards skilled Mazdoor from item 3.
411
RBR-CCPV
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 6 CEMENT CONCRETE PAVEMENT Index-code
S. No 1
RBR-CCPV-1
1
RBR-CCPV-2
2
RBR-CCPV-3
3
RBR-CCPV-4
4
Description 2
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Granual Sub-base Rate as per item No. 1 or 2 of Chapter 4 Lime Treated Soil Rate as per item No. 3 or 4 of Chapter 4 Water Bound Macadam (WBM) - Sub-base (A) By Manual Means As per item No.9 of Chapter 4 (B) By Mechanical Means As per item No.9 of Chapter 4 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete as per Technical Specification 601 MORTH.
Unit = cum Taking output = 450 cum (990 tonne) a) Labour Mate Mazdoor skilled Mazdoor (Unskilled) b) Machinery Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 75 cum per hour Electric generator 100 KVA Paver with electronic sensor Vibratory roller 8-10 t capacity Water tanker 6 KL capacity Tipper c) Material Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete Cement @ 150 kg/cum of concrete Cost of water d&e) Overheads & Contractors Profit Cost for 450 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/450
day
-
day
7.12
day
22.00
hour
6.00
hour
6.00
hour
6.00
hour
6.00
hour
8.00
hour
8.00
t.km
990 x L
cum
405.00
cum
203.00
tonne
67.50
KL
48.00
Note : Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix design.
413
RBR-CCPV Index-code
RBR-CCPV-5
S. No
Description
1
2
5
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. Unit = cum Taking output = 75 cum (172.50 t) (100 x 3.75 x 0.200) a) Labour Mate Mason (1st class) Mason (2nd class) Mazdoor (Unskilled) Mazdoor (Skilled) Surveyor Mazdoor (Semi-Skilled) Blacksmith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars. b) Machinery Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank Needle vibrator Screed vibrator Plate vibrator Concrete joint cutting machine for initial & final cuts Water tanker 6 kl capacity Air Compressor (1 hour initial + 1 hour final) c) Material Crushed stone coarse aggregates, grading will be as per Clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of concrete (25 mm & 12.5 mm blending) Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45 cum/cum of concrete Cement @ 310 kg/cum of concrete
day
-
day
5.00
day
5.00
day
150.00
day
6.00
day
2.00
day
6.00
day
1.00
hour
36.00
hour
9.00
hour
9.00
hour
9.00
hour
4.00
hour
5.00
hour
2.00
cum
67.50
cum
33.75
t
26.25
sqm Polythene sheet 125 micron Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long 20 Nos. at culvert/bridge slab and at construction joint including 5 per cent wastage. (4 x 20 x 0.500) + 5 per cent wastage = 42 m @ 2.80 kg per t m = 117.6 kg. kg Bitumen primer @ 200 ml per joint for 23 joints litre Bituminous sealant 800 ml per joint for 23 joints m Jute rope 12 mm dia including 5 per cent wastage Debonding strips 3.75 m (length) x 10 mm (width) x 5 mm m (thick) cut-out of rubber filler board or similar material including 5 per cent wastage
412.50
Polythene sheathing, covering 2/3rd dowel bars (20x23) and No. tight fit including 5 per cent wastage
483.00
litre
122.00
litre
131.25
kl
18.00
sqm
3.00
Plasticizer 0.5 per cent by weight of cement Curing compound (if used) @ 0.33 litre per sqm Water for curing Joint filler board 20 mm thick as per IS:1838 (4 x 3.75 x 0.200 = 3 sqm) d) Formwork @ 3% of (a+b+c)
0.118 5.00 19.00 90.00 90.00
e&f) Overheads & Contractors Profit Cost for 75 cum = a+b+c+d+e+f Rate per cum = (a+b+c+d+e+f)/75
414
RBR-CCPV Index-code
S. No
Description
1
2 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH.
6
RBR-CCPV-6
Unit = cum Taking output = 1050 cum (2415 tonne) a) Labour Mate Mazdoor skilled Mazdoor (Unskilled) b) Machinery Road Sweeper @ 1250 sqm per hour Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 175 cum per hour (effective output) 250 KVA Electric generator Slip form paver with electronic sensor Water tanker6 KL capacity Transit truck agitator 5 cum capacity. Concrete joint cutting machine Texturing machine c) Material Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete Cement 43 grade @ 400 kg/cum of concrete 32 mm mild steel dowel bars of grade S 240 16 mm deformed steel tie bars of grade S 415 Separation Membrane of impermeable plastic sheeting 125 micron thick Pre moulded Joint filler, 25 mm thick for expansion joint. Joint sealant
Unit Quantity 3
4
day
-
day
15.00
day
37.00
hour
2.80
hour
18.00
hour
6.00
hour
6.00
hour
6.00
hour
36.00
Rate Rs.
Amount Rs.
Remarks
5
6
7
tonne 2415xL .km hour 12.00 hour
12.00
cum
945.00
cum
473.00
tonne
414.00
tonne
9.45
tonne
1.17
sqm
3675.00
sqm
16.33
kg
875.00
415
RBR-CCPV Index-code
RBR-CCPV-7
S. No
Description
1
2
7
Unit Quantity 3 kg
4 116.67
Rate Rs.
Amount Rs.
Remarks
5
6
7
Sealant primer sqm 46.67 Plastic sheath,1.25 mm thick for dowel bars liter 1850.00 Curing compound Super plastisizer admixture IS marked as per 9103-1999 @ kg 2070.00 0.5 per cent by weight of cement KL 216.00 Cost of water Add 1 per cent of material for cost of miscellaneous materials like tarpaulin, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scrabbling machine, threads, ropes, guide wires and any other unforeseen items. d&e) Overheads & Contractors Profit Cost for 1050 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/1050 Note : The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design. Roller Compacted Concrete Pavement Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 and with minimum cement content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tendem, vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 MORD.
Unit = cum Taking output = 75 cum a) Labour Mate Mazdoor (Unskilled) Mason (1st class) Mason (2nd class) Surveyor b) Machinery Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weigh batcher and suitable capacity calibrated water tank Three wheel 80-100 kN static roller OR Vibratory roller 80-100 kN Concrete joint cutting machine for day’s end work and regulartanker joint cutting. Water 6 kl capacity Air compressor (1 hour initial + 1 hour final) c) Material Crushed stone coarse aggregates grading as per Clause 1501.2.4.1 (Table 1500.3) @ 0.90 cum/cum of concrete conforming to Clause 600.4.4 (25 mm & 12.5 mm blending)
day
-
day
152.00
day
4.00
day
4.00
day
2.00
hour
36.00
hour
7.50
hour
6.00
hour
6.00
hour
6.00
hour
2.00
cum
67.50
Sand as per IS:383 and conforming to Clause 1501.2.4.2 @ cum 0.45 cum/cum of concrete
33.75
416
RBR-CCPV Index-code
S. No
Description
1
2
Unit Quantity 3 t
Cement @ 310 kg/cum of concrete Bituminous primer @ 200 ml per joint for 21 joints Jute rope 10 mm dia including 5 per cent wastage Bituminous sealant @ 800 ml per joint for 21 joints Curing compound @ 0.33 litre per sqm Water for mixing and curing for 14-days d) Formwork @ 3% of (a+b+c) e&f) Overheads & Contractors Profit Cost for 75 cum = a+b+c+d+e (3 Wheel Roller) Rate per cum = (a+b+c+d+e)/75 Cost for 75 cum = a+b+c+d+e (Vibratory Roller) Rate per cum = (a+b+c+d+e)/75
4 23.25
kg
4.00
m
90.00
kg
16.80
l
131.25
kl
18.00
Rate Rs.
Amount Rs.
Remarks
5
6
7
Note : When curing compound is used 4-days water curing will be done
RBR-CCPV-8
8
Rolled Cement Concrete Base Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing as per Technical Specification 603 MORTH.
Unit = cum Taking output = 450 cum (990 tonne) a) Labour Mate Mazdoor skilled Mazdoor (Unskilled) b) Machinery Front end loader 1 cum bucket capacity Cement concrete batch mix plant @ 75 cum per hour Electric generator 100 KVA Paver with electronic sensor @ 75 cum/hr. Vibratory roller 8-10 t capacity Water tanker with 5 km lead 6 KL capacity Tipper
day
-
day
7.00
day
24.20
hour
6.00
hour
6.00
hour
6.00
hour
6.00
hour
8.00
hour
tonne Add 10 per cent of cost of carriage to cover cost of loading and .km unloading
c)
8.00 990xL
Material
Crushed stone coarse aggregates of 25mm and 12.5mm nominal cum size @ 0.90 cum/cum of concrete conforming to clause 602.2.3. Sand as per IS: 383 and conforming to clause 602.2.3 @ 0.45 cum cum/cum of concrete tonne Cement @ 200 kg/cum of concrete KL Cost of water
405.00 203.00 90.00 48.00
d&e) Overheads & Contractors Profit Cost for 450cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/450 Note : The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design.
417
RBR-CCPV Index-code
RBR-CCPV-9
S. No
Description
1
2
9
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Transition Section between Rigid and Flexible Pavement Due to change in the properties of materials and type of construction, a gradual changeover from rigid pavement to flexible pavement is desirable to avoid any damage at the butting joint. After provision of an expansion joint in the cement concrete slab, the thickness of slab should be tapered to 10 cm over a length of 3 m towards the flexible pavement. The deficiency of thickness caused due to tapering of the slab should be made up by the asphaltic layers. The quantities of items should be worked out based on the approved design and drawings and priced as per rates given under respective clauses for cement concrete and asphaltic work.
RBR-CCPV-10
10
Construction of Base/Sub-Base of Pavement with Lean Concrete - Flyash. Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans MORTH. (Suggestive MORTH)
Unit = cum Taking output = 450 cum (990 tonne) a)
Labour
Mate
day
-
Mazdoor skilled
day
6.00
Mazdoor (Unskilled)
day
23.12
Front end loader 1 cum bucket capacity
hour
6.00
Cement concrete batch mix plant @ 75 cum per hour
hour
6.00
Electric generator 100 KVA
hour
6.00
Paver finisher with electronic sensor
hour
6.00
Vibratory roller 8-10 t capacity
hour
8.00
Water tanker6 KL capacity
hour
8.00
Tipper 10 T Capacity
t.km
990 x L
b)
Machinery
Add 10 per cent of cost of carriage to cover cost of loading and unloading c) Material
-
Crushed stone coarse aggregate of 40 mm nominal size @ 0.90 cum cum/cum of concrete conforming to table 2 of IRC: 74-1979. cum Coarse Sand as per IS: 383 - 1970
405.00 110.96
Cement @ 150 kg/cum of concrete
tonne
67.50
Fly ash conforming to IS: 3812 ( Part II )
cum
91.54
( Total fine aggregates = 450 x 0.45 = 202.50 cum To be divided in ratio of 2 sand : 1.65 flyash. Refer table 4 of IRC: 74-1979).
d&e) Overheads & Contractors Profit Cost for 450cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/450 Note : 1. Depending upon approved designs, crushed stone aggregates of nominal size 20mm can also be used as per gradation given in table 2 of IRC: 74-1979. 2. The ratio of specific gravities of fly ash and sand has been assumed to be 0.827. 3. The quantities of materials given in the analyses are for estimating purposes. Actual quantities shall be as per job mix formula. 4. Construction procedure as laid down in clause, of IRC: 74-1979 shall be followed.
418
RBR-CCPV Index-code
RBR-CCPV-11
S. No
Description
1
2
11
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Cement - Flyash Concrete Pavement. Construction reinforced-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (Suggestive MORTH)
Unit = cum Taking output = 1050 cum (2415 tonne) a)
Labour
Mate
day
-
Mazdoor skilled
day
15.00
Mazdoor (Unskilled)
day
37.00
b)
Machinery
Road Sweeper @ 1250 sqm per hour
hour
2.80
Front end loader 1 cum bucket capacity
hour
18.00
Cement concrete batch mix plant @ 175 cum per hour hour (effective output) hour Electric generator 250 KVA
6.00 6.00
Slip form paver with electronic sensor
hour
6.00
Water tanker6 KL capacity
hour
36.00
Transit truck agitator 5 cum capacity.
tonne 2415xL
Add 10 per cent of cost of carriage to cover cost of loading .km and unloading
-
Concrete joint cutting machine .
hour
12.00
Texturing machine .
hour
12.00
Crushed stone coarse aggregates of 25mm and 12.5mm cum nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4.
945.00
Sand as per IS: 383 and conforming to clause 602.2.4
cum
425.00
Cement 43 grade
tonne
357.00
Fly ash conforming to IS: 3812-1966 (Part-I)
tonne
109.00
32 mm mild steel dowel bars of grade S 240
tonne
9.45
16 mm deformed steel tie bars of grade S 415
tonne
c)
Material
1.17
Separation Membrane of impermeable plastic sheeting 125 sqm micron thick
3675.00
Pre moulded Joint filler, 25 mm thick for expansion joint ('SILFLEX' sqm CAPCELL HD -100) kg Joint sealant
16.33
Sealant primer
kg
875.00 116.67
Plastic sheath,1.25 mm thick for dowel bars
sqm
46.67
Curing compound
liter
1850.00
Super plastisizer admixture IS marked as per 9103-1999 @ kg 0.5 per cent by weight of cement
2070.00
KL
216.00
Cost of water
419
RBR-CCPV Index-code
S. No
Description
1
2 Add 1 per cent of material for cost of miscellaneous materials like tarpaulin, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, guide wires and any other unforeseen items.
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
d&e) Overheads & Contractors Profit Cost for 1050cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/1050 Note : 1. The quantities for cement, coarse aggregate and fine aggregates are for estimating only. The exact quantities will be as per mix design. 2. IRC: 68-1976 may be referred for guidelines on the design of cement-fly ash concrete for rigid pavement construction. *Calculation of cement, sand and fly ash. Cement @ 400 kg/cum = 1050 x 400 = 420 tonnes. 15 per cent of cement to be replaced by fly ash = 63 tonnes. Balance cement = 357 tonnes. Quantity of fly ash = 63 x specific gravity of fly ash /specific gravity of cement = 63 x 2.25/3.15 = 45 tonnes. Sand @ 0.45 cum / cum of concrete = 1050 x 0.45 = 472.50 x 1.6 = 756 tonnes.10 per cent to be replaced by flyash. Balance sand = 756 x 0.9 = 680.4 tonnes = 680.4 / 1.6 = 425 cum. Quantity of flyash = (756-680.4) x specific gravity of fly ash/specific gravity of sand = 76.4 x 2.25 / 2.687 = 63.97 tonnes (say 64 tonnes) Fly ash Total fly ash = 45 + 64 = 109 tonnes.
RBR-CCPV-12
12
Rectangular Concrete Block Pavement Manufacturing, laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of Cement Concrete (C.C.) M30 grade and spreading 25 mm thick sand under neath and filling joints with sand on existing W.B.M. base as per Technical Specification Clause 1503 MORD.
Unit = sqm Taking output = 112.5 sqm Concrete M30 grade for block, 400 x (0.450 x 0.300 x 0.150) cum = 8.10 Concrete M30 for edge block, 2 x 50 x (0.300 x 0.300 x 0.150) = 1.35 cum cum cum TOTAL
a) Labour Labour for Manufacturing the Cement Concrete Block : Mate Mazdoor (Unskilled) Mason (2nd class) Bhisti b) Machinery Concrete mixer 0.28 / 0.4 cum Plate vibrator Water tanker 6 kl capacity c) Material For CC Blocks M 30 Coarse aggregates (9.45 x 0.90) Sand (9.450 x 0.45) Cement Sand as per Table 1500.5 Bed = 60*0.025 = 1.5 cum Joints = 1.5*0.15 = 0.225 cum Cost of water d) Formwork @ 3% of (a+b+c) e&f) Overheads & Contractors Profit Cost for 112.5 sqm = a+b+c+d+e+f Rate per sqm = (a+b+c+d+e+f)/112.5
day
-
day
44.10
day
6.00
day
-
hour
6.00
hour
12.00
hour
2.00
cum
8.505
cum
4.25
t
3.80
cum
1.73
kl
6.00
Note : 1. In case curing compound is used in places where there is scarcity of water, the water curing will be used for 4-days and rate analysis will be amended accordingly 2. Carriage of C.C. block to site of is payable separately as per Chapter of carriage of material from manufacturing site to the site of work.
420
RBR-CCPV Index-code
RBR-CCPV-13
S. No
Description
1
2
13 i
ii
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements using CC M30 having thickness 80 mm as per drawings and Technical Specification Clause 1504 MORD. Unit = sqm Taking output = 225 sqm a) Labour Mate Mazdoor (Unskilled) Mason (2nd class) b) Machinery Water tanker 6 kl capacity c) Material (i) Providing inter-locking blocks of approved shape, thickness and size. (ii) Edge blocks 60 mx2 (iii) Sand as per Table 1500.5 Bed = 603x75x 0.03 = 6.75 cum Joints = 60x0.08 = 0.48 cum (iv) Water for wetting of bedding sand d&e) Overheads & Contractors Profit Cost for 225 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/225 Providing and Laying of Interlocking Concrete Block Pavements using CC M30 having thickness 60 mm as per drawing and Technical Specification Clause 1504 MORD
day
-
day
18.00
day
8.00
hour
2.00
sqm
225.00
m
120.00
cum
7.23
kl
3.00
Unit = sqm Taking output = 225 sqm a) Labour day Mate day Mazdoor (Unskilled) day Mason (2nd class) b) Machinery hour Water tanker 6 kl capacity c) Material (i) Providing inter-locking blocks of approved shape, sqm thickness and size. m (ii) Edge blocks 60 mx2 cum (iii) Sand as per Table 1500.5 kl (iv) Water d&e) Overheads & Contractors Profit Cost for 225 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/225 Note : 1. Carriage of interlocking blocks is payable separately as per Chapter of carriage of material from manufacturing site to the site of work. 2. Edge blocks may be cast-in-situ. Brick masonry toe wall or CC block 300 mm x 300 mm x 150 mm or any other shape can also be used and their cost shall be analysed/included accordingly 3. The rates for sub-grade, sub-base and base course can be taken from Chapters 3 and 4
15.90 7.00 2.00 225.00 120.00 5.42 3.00
General Note :
The provisions towards Mate is included in the provision towards unskilled Mazdoor
421
RBR-CWSB
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 7 CAUSEWAY AND SUBMERSIBLE BRIDGES Index-Code
RBR-CWSB-1
S. No
Description
1
2
1 i
ii
Unit Quantity 3
4
Rate Rs.
Amount Rs.
Remarks
5
6
7
Construction of Cut-off Walls/Head Walls Earthwork in excavation for structures as per drawing and technical specification Clause 305. cum Rate as per item No. 1 of Chapter 11 Plain cement concrete M15 grade cum Rate as per item No. 4 (A) (iii) / 4 (A) (iv) of Chapter 11
Brick masonry in cement mortar 1:4 Rate as per item No. 5 (ii) of Chapter 11 iv Stone masonry in cement mortar 1:4 Rate as per item No. 6 (ii) of Chapter 11 v Providing P.C.C M20 architectural coping on top of wall Rate as per item No. 13 of Chapter 12 iii
RBR-CWSB-2
2
RBR-CWSB-3
3
RBR-CWSB-4
4
RBR-CWSB-5
5 6
RBR-CWSB-6
RBR-CWSB-7
7
RBR-CWSB-8
8
Note : Rate as appropriate for the type of soil/rock are to be taken in (i) Preparation of Subgrade Rate as per item No. 15 of Chapter 3 Granular Sub-base Rate as per item No. 1 or 2 of Chapter 4 W.B.M. Base Course Rate as per item No. 9 of Chapter 4 Cement Concrete Slab Rate as per item No. 4 of Chapter 6 i Providing and Laying Apron with Stone Boulders as per Drawings & Technical Specification Clause 1301 Rate as per item No. 1 of Chapter 14 ii Providing and Laying of Boulder Apron Laid in Wire Crates as per Drawing and Technnical Specification Clause 1301 Rate as per item No. 2 of Chapter 14 iii Providing and Laying of Apron with Cement Concrete Blocks as per Drawing and Technical Specification Clause 1301 Rate as per item No.3 of Chapter 14 Note : Any one of the items appropriate may be taken
Rate as per item No. 8 of Chapter 8 Bedding for Causeway
ii 9
10
RBR-CWSB-10
cum m
cum cum cum cum
cum
cum
cum
Guide Posts Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6
i
RBR-CWSB-9
cum
cum
Type A (concrete cradle) Bedding Clause 1402.5 cum As per item No.2 (i) of Chapter 9 Type B (first class) Bedding Clause 1402.5 cum As per item No.2 (ii) of Chapter 9 Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 m As per item No. 3 of Chapter 9 Laying Reinforced Cement Concrete Pipe NP4 as per technical specification Clause 1402.6 m As per item No. 4 of Chapter 9
423
RBR-HLRD
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 8 HILL ROADS Index-code
S. No
Description
1
2
RBR-HLRD-1
1
RBR-HLRD-2
2
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
Site Clearance As per Chapter 2 Setting Out Unit = 1km The analysis of rate per km shall account for the following: (1) Construction of reference pillars (burjee) @ 20 m on both sides as per Fig. 1600.1 (b) and @ 8.33 m interval on curves
(2) Construction of back pillars in front of each reference pillar as per Fig. 1600.1 (c ) (3) Construction of job pillars as per Fig. 1600.1 (d) (1) Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 (a) Earthwork in excavation for foundation as per drawing and technical specifications. cum Rate as per item No.1 of Chapter 11
1.20
(b) Stone masonry work in cement mortar 1:4 in foundation complete as per drawing and technical specifications cum Rate as per item No. 6 (I) (ii) or 6 (II) (ii) of Chapter 11
1.20
(c) Plaster with cement mortar 1:4 as per technical specifications sqm Rate as per item No. 3 (A) or (B) or (C) of Chapter 12
4.00
Add 5% of (a+b+c) for white washing, lettering and painting, etc.
Total Cost for each Reference Pillar (2) Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3
(a) Earthwork in excavation for foundation as per drawing and technical specifications. cum Rate as per item No.1 of Chapter 11 (b) Stone masonry work in cement mortar 1:4 in foundation complete as per drawing and technical specifications cum Rate as per item No. 6 (I) (ii) or 6 (II) (ii) of Chapter 11 (c) Plaster with cement mortar 1:4 as per technical specifications sqm Rate as per item No. 3 (A) or (B) or (C) of Chapter 12
3.60
3.60
45.00
Add 5% of (a+b+c) for white washing, lettering and painting, etc.
Total Cost for each Reference Pillar (3) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
(a) Earthwork in excavation for foundation as per drawing and technical specifications. cum
0.10
cum
0.10
(c) Plaster with cement mortar 1:4 as per technical specifications sqm Rate as per item No. 3 (A) or (B) or (C) of Chapter 12
0.96
Rate as per item No.1 of Chapter 11 (b) Stone masonry work in cement mortar 1:4 in foundation complete as per drawing and technical specifications
Rate as per item No. 6 (I) (ii) or 6 (II) (ii) of Chapter 11
Add 5% of (a+b+c) for white washing, lettering and painting, etc.
Total Cost for each Reference Pillar
425
RBR-HLRD Index-code
S. No 1
RBR-HLRD-3
Description
Unit Quantity
2 3 Note : 1. The dimensions of reference pillars, back pillars and job pillars are as per figure/site conditions. The above items are covered under different Chapters of MORD Specifications for payment. 2. The marking of centre line, setting out, curves, recording of levels, etc. by the surveyor will be incidental to work and no extra payment shall be made for the same.
3 i A
B
ii A
B
Earthwork in Hill Road Excavation in Hilly Areas in Soil by manual means. Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 120 cum = (a+b+c) Rate per cum = (a+b+c)/120 Extra for Every Additional Lift of 1.5 m or Part thereof Excavation in Soil Unit = cum Taking output = 10 cum a) Labour Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = (a+b+c) Rate per cum = (a+b+c)/10 Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 Unit = cum Taking output = 260 cum a) Labour Mate Mazdoor (Unskilled) for trimming slopes and helping in excavation, etc. b) Machinery Dozer D-50 @ 43.28 cum per hour Front end loader c&d) Overheads & Contractors Profit Cost for 260 cum = a+b+c+d Rate per cum = (a+b+c+d)/260 Extra for Every Additional Lift of 1.5 m or Part thereof Excavation in Soil Unit = cum Taking output = 10 cum a) Labour Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = (a+b+c) Rate per cum = (a+b+c)/10
4
Rate Amount Rs. Rs. 5
6
Remarks 7
day day
62.40
day
0.55
day day
20.80
hour
6.00
hour
6.00
day
0.55
Note : 1. In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side.
C
2. For disposal of excavated surplus earth beyond 20 m, the relevant items of carriage be followed 3. In case, alternative machine like hydraulic excavator 0.9 cum bucket capacity is necessitude because of site conditions, the same can be used. Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres as per Tech Specification 301 MORTH
426
RBR-HLRD Index-code
S. No
Description
1
2
Unit Quantity 3
Unit = cum Taking output = 260 cum a) Labour day Mate Mazdoor (Unskilled) for trimming slopes and helping in day excavation etc. b) Machinery Dozer 80 HP (D-80 A 12)@ 43.28 cum per hour Front end loader Tipper 5.5cum capacity, 4 trips per hour. c&d) Overheads & Contractors Profit Cost for 260 cum = a+b+c+d Rate per cum = (a+b+c+d)/260
hour
4
Rate Amount Rs. Rs. 5
6
Remarks 7
6.24 6.00
hour
6.00
hour
12.00
Note : In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side. iii
Excavation in Hilly Area in Ordinary Rock by manual means
A
Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
B
Unit = cum Taking output = 120 cum a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 120 cum = (a+b+c) Rate per cum = (a+b+c)/120 Extra for Every Additional Lift of 1.5 m or Part thereof For Ordinary Rock Unit = cum Taking output = 10 cum a) Labour Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = (a+b+c) Rate per cum = (a+b+c)/10
day
5.28
day
132.00
day
0.86
427
RBR-HLRD Index-code
S. No
Description
1
2 iv A
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. Unit = cum Taking output = 170 cum a) Labour Mate Mazdoor (Unskilled) Mazdoor for disposing of earth upto 20 m b) Machinery Dozer D-50 @ 28.32 cum per hour Hydraulic Excavator 0.9 cum bucket capacity @ 40 cum per hour c&d) Overheads & Contractors Profit Cost for 170 cum = a+b+c+d Rate per cum = (a+b+c+d)/170
day day
17.68
day
9.00
hour
6.00
hour
4.25
Note : 1. In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side. 2. In case, alternative machine like hydraulic excavator 0.9 cum bucket capacity is necessitude because of site conditions, the same can be used. B
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres as per Tech Specification 301 MORTH. Unit = cum Taking output = 170 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour Front end loader Tipper 5.5cum capacity, 4 trips per hour.
8.32
hour
6.00
hour
7.00
hour
7.00
c&d) Overheads & Contractors Profit Cost for 170 cum = a+b+c+d Rate per cum = (a+b+c+d)/170 Note : In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side. v A
Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. Unit = cum Taking output = 170 cum a) Labour day Mate day Mazdoor (Unskilled)
23.36
428
RBR-HLRD Index-code
S. No
Description
1
2
B
C
Unit Quantity 3 day
4 2.00
Driller Blaster b) Machinery Dozer D-50 @ 56.67 cum per hour (blasted rock)
day
10.00
hour
3.00
Hydraulic Excavator 0.9 cum bucket capacity @ 34 cum/hour
hour
5.00
Air compressor 210 cfm with two jack hammer @ 6 cum/ hour
hour
28.00
c) Material Gelatin 80 per cent Electric detonators @ 1 detonator for 1 Gelatin stick of 285 gm each d&e) Overheads & Contractors Profit Cost for 170 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/170 Extra for Every Additional Lift of 1.5 m or Part thereof For Hard Rock Unit = cum Taking output = 10 cum a) Labour Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = (a+b+c) Rate per cum = (a+b+c)/10 Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres as per Tech Specification 301 MORTH Unit = cum Taking output = 170 cum a) Labour Mate Mazdoor (Unskilled) Driller Blaster b) Machinery Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour
kg
67.00
nos
235.00
day
1.08
day
-
day
10.49
day
2.00
day
0.25
hour
6.00
Air compressor 250 cfm with two jack hammer @ 20 cum per hour hour hour Front end loader
5.00
hour
7.00
Tipper 5.5cum capacity, 4 trips per hour. c) Materials Gelatin 80 per cent
kg
Electric Detonators @ 1 Detonator for 2 Gelatin sticks of 125 gms each each
Rate Amount Rs. Rs. 5
6
Remarks 7
7.00
35.00 140.00
d&e) Overheads & Contractors Profit Cost for 170 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/170 Note : 1. In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side. 2. In case of hill roads, the altitude effect comes into play. The output of men and machines decreases progressively after 2100 m elevation leading to increase in cost. High altitude effect has been explained in the basic approach. 3. The arrangement for igniting the detonator is covered under overheads
429
RBR-HLRD Index-code
RBR-HLRD-4
S. No
Description
1
2
4
Retaining Walls / Breast Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 (i) Earthwork in excavation for structures Rate as per item No. 1 of Chapter 11 (ii) Plain cement concrete M 10 grade Rate as per item No. 4 (A) (i) or (ii) of Chapter 11 (iii) Stone masonry in cement mortar 1:5 Rate as per item No. 4 (I) (iii) or 4 (II) (iii) of Chapter 12 (iv) Pointing with cement mortar 1:3 Rate as per item No 2 of Chapter 12 (v) Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall Rate as per item No. 13 of Chapter 12 (vi) Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m Rate as per item No. 11 of Chapter 12 (vii) Back filling behind retaining wall/breast wall Rate as per item No. 10 of Chapter 12
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
cum cum cum sqm
m
cum cum
Note : 1. Quantities of material/work shall be as per design and drawings 2. Earth work in excavation may be taken as per site conditions. It may comprise of a number of sub-items depending upon the type of soil/rock encountered.
RBR-HLRD-5
5
Construction of Hill Side Drain Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimensions and other particulars as per drawing and Technical Specification Clause 1606.1 Unit = 1 m (i) Earthwork in excavation for structures as per drawing and technical specification cum Rate as per item No. 1 of Chapter 11 (ii) Plain cement concrete M10 grade cum Rate as per item No. 4 (A) (i) or (ii) of Chapter 11 (iii) Stone masonry in cement mortar 1:5 cum Rate as per item No. 4 (I) (iii) or 4 (II) (iii) of Chapter 12 (iv) Plain cement concrete M15 grade Rate as per item No. 4 (A) (iii) or (iv) of Chapter 11 (v) Cement plaster 15 mm thick 1:4 on stone masonry
cum
cum Rate as per item No. 3 (A) or (B) or (C) of Chapter 12 (vi) Providing P.C.C. M20 architectural coping on top of wall m Rate as per item No. 13 of Chapter 12 Rate per m length (i+ii+iii+iv+v+vi) Note : 1. Quantities of material/work shall be as per design and drawings 2. Earth work in excavation may be taken as per site conditions. It may comprise of a number of sub-items depending upon the type of soil/rock encountered.
430
RBR-HLRD Index-code
RBR-HLRD-6
S. No
Description
1
2
6
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
Construction of Catch Water / Intercepting Drain Construction of catch water/intercepting drain in random rubble masonry in 1:5 cement mortar true to the specified lines grades levels and dimensions as per the requirement of the specifications Clause 1606.2 Unit = 1 m (i) Earthwork in excavation for structures as per drawing and technical specification Rate as per item No. 1 of Chapter 11 (ii) Plain cement concrete M10 grade Rate as per item No. 4 (A) (i) or (ii) of Chapter 11 (iii) Stone masonry in cement mortar 1:5 Rate as per item No. 4 (I) (iii) or 4 (II) (iii) of Chapter 12 (iv) Plain cement concrete M15 grade Rate as per item No. 4 (A) (iii) or (iv) of Chapter 11 (v) Cement plaster 15 mm thick 1:4 on stone masonry
cum cum cum cum
cum Rate as per item No. 3 (A) or (B) or (C) of Chapter 12 (vi) Providing P.C.C. M20 architectural coping on top of wall m Rate as per item No. 13 of Chapter 12 Rate per m length (i+ii+iii+iv+v+vi) Note : 1. Quantities of material/work shall be as per design and drawings 2. Earth work in excavation may be taken as per site conditions. It may comprise of a number of sub-items depending upon the type of soil/rock encountered.
RBR-HLRD-7
7
Construction of Scupper Construction of scupper with dry stone masonry as per drawing and technical specifications as per Clause 1606.5.
i
Unit = 1 m Taking output = 6 m Earthwork in excavation for structures as per drawing and technical specifications Quantity for 6 m formation width of hill side rock cutting and foundation as per plate No. 7.27 of Rural Road Manual
ii
Rate as per item No. 1 of Chapter 11 Rate per m = a/6 Random rubble dry stone masonry Quantity for 6 m formation width = 38 cum a) Labour Mate Mason (1st Class) Mazdoor (Unskilled) b) Material Stone for RR masonry Bond stone c&d) Overheads & Contractors Profit Cost for 6 m = a+b+c+d Rate per m = (a+b+c+d)/6
cum
115.00
day
-
day
38.00
day
60.80
cum nos
35.72 6.08
431
RBR-HLRD Index-code
S. No
Description
1
2 iii
iv
8
i
ii
iii
iv
RBR-HLRD-9
3
4
day
-
day
6.00
day
12.72
nos
1335.00
day
-
day
3.12
cum
12.00
Rate Amount Rs. Rs. 5
6
Remarks 7
Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
RBR-HLRD-8
9
Random course rubble dry stone masonry in corbelling Quantity for 6 m formation width = 9 cum a) Labour Mate Mason (2nd class) Mazdoor (Unskilled) b) Material Corbelling Stones size 300 mm x 150 mm x 150 mm including wastage c&d) Overheads & Contractors Profit Cost for 6 m = a+b+c+d Rate per m = (a+b+c+d)/6 Stone filling in foundation trenches as per drawing and technical specification Quantity for 6 m formation width = 10 cum a) Labour Mate Mazdoor (Unskilled) b) Material Loose stone c&d) Overheads & Contractors Profit Cost for 6 m = a+b+c+d Rate per m = (a+b+c+d)/6 Rate per m length= (i + ii + iii + iv) Note : 1. Quantities of parapet are not included in the quantities of scupper. 2. The above analysis is based on plate No.7.27 of Rural Roads Manual. 3. Rates for earth work are to be taken appropriate to the type of soil/rock
Unit Quantity
Earth work in excavation for structures Unit = cum Rates as per item No. 1 of Chapter 11 RCC M20 grade Unit = cum Rate as per item No. 4 (C) (i) of Chapter 11 HYSD steel bars Unit = t Rate as per item No. 7 of Chapter 11 Painting two coats including prime coat on new concrete surface Unit = sqm Rate as per item No. 5 of Chapter 10 Note : Quantities are to be taken as per drawing Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 Unit = 1 m Taking Output = 45 m (100 no of edge stones of size 450 mm x 300 mm x 100 mm) a) Labour Mate Mazdoor (Unskilled)
cum
cum
t
sqm
day
-
day
3.18
432
RBR-HLRD Index-code
RBR-HLRD-10
S. No
Description
1
2
10
Unit Quantity 3 day
Mason (2nd class) b) Material nos Stones of size 450 mmx300 mmx100 mm c) Painting two coats including priming coat on new concrete/stone surfaces 45 x 0.500 = 22.50 sqm Rate as per item No. 5 of Chapter 10 d&e) Overheads & Contractors Profit Cost for 45 m = a+b+c+d+e Rate per m = (a+b+c+d+e)/45 Turfing with Sods
4 1.50
Rate Amount Rs. Rs. 5
6
Remarks 7
100.00
22.50
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, stacking the sods and watering as per Clause 309
Unit = sqm Taking output = 100 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Water tanker including watering for 3 months Tractor with Trolley c) Material Farmyard manure @ 0.18 cum per 100 sqm at site of work
RBR-HLRD-11
11
Water d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100 Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 l per sqm and laying and fixing jute netting, including watering for 3 months as per clause 310 & 1600 MORD.
day
-
day
4.16
hour
4.00
hour
1.00
cum
0.18
kl
24.00
Unit = sqm Taking output = 240 sqm a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Water tanker 6 kl capacity including watering for 3 months hour (for one hour per week) Tractor with Trolley c) Material Seeds Sludge / Farm yard manure @ 0.18 cum per 100 sqm Bitumen Emulsion Jute netting, open weave, 25 mm square opening Water for 3 months d&e) Overheads & Contractors Profit Cost for 240 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/240
15.60 13.00
hour
2.40
kg
3.60
cum t
0.43 0.06
sqm
264.00
kl
84.00
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
433
RBR-PCVT
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 9 PIPE CULVERTS Index-code
RBR-PCVT-1
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
1
9.1 Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 300 / 1104 MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Unit = cum Rate as per item No. 1 of Chapter 11 Rate as applicable for the type of soil/rock are to be taken
RBR-PCVT-2
RBR-PCVT-3
2
3
Bedding for Pipe (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Unit = cum cum Rate as per Item No. 4 (A) (iii) or (iv) of Chapter 11 (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Unit = cum cum Rate as per Item No. 2 of Chapter 11 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design.
1.00
1.00
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD.
Unit = m Taking output = 7.5 m (3 pipes of 2.5 m length each) A 1200 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) Laying & fixing of Pipes with colors in position including rm lifting, aligning etc., b) Material cum Sand at site t Cement at site m RCC pipe NP3 pipe including collar at site Handling loading and unloading on (b) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5
0.50 3.14
0.05 0.07 7.50
435
RBR-PCVT Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
B
C
RBR-PCVT-4
4
1000 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) Laying & fixing of Pipes with colors in position including rm lifting, aligning etc., b) Material cum Sand at site t Cement at site m RCC pipe NP3 pipe including collar at site c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 750 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) Laying & fixing of Pipes with colors in position including rm lifting, aligning etc., b) Material cum Sand at site t Cement at site m RCC pipe NP3 pipe including collar at site c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 Note : The labour rate for 600 mm dia Hume pipe may be derived from the rates for 750 dia by decreasing 20 per cent Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design. Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 MORD / 2900 MORTH Unit = m Taking output = 7.5 m (3 pipes of 2.5 m length each) (A) 1200 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) b) Material cum Sand at site t Cement at site m RCC pipe NP4 pipe including collar at site cum Granular material passing 5.6 mm sieve for bedding c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5
0.25 2.09
0.04 0.03 7.50
0.15 1.25
0.024 0.018 7.50
0.50 3.14 0.05 0.07 7.50 5.00
436
RBR-PCVT Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(B) 1000 mm dia a) Labour Mate Mason (1st Class) Mazdoor (Unskilled) b) Material Sand at site Cement at site RCC pipe NP4 pipe including collar at site Granular material passing 5.6 mm sieve for bedding c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5
day
-
day
0.25
day
2.09
cum
0.04
t
0.03
m
7.50
cum
4.50
Note : 1. In case of cement cradle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added . 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sections.
(C) 750 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) b) Material cum Sand at site t Cement at site m RCC pipe NP4 pipe including collar at site c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 Note : The labour rate for 600 mm dia Hume pipe may be derived by decreasing 20 per cent 5
RBR-PCVT-5
Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet as per Tech Specification No. 1100 MORTH Unit = m Taking output = 7.5 m (3 pipes of 2.5 m length each) 500 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) b) Material cum Sand at site t Cement at site m RCC pipe NP3 concrete pipe including collar at site c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 Note : The labour rate for 300 mm dia shall be decreased by 20%
0.15 1.25 0.024 0.018 7.50
from the rates for 750 dia
0.30 2.51 0.04 0.036 15.00
437
RBR-PCVT Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
6
RBR-PCVT-6
7
RBR-PCVT-7
8
RBR-PCVT-8
Laying Cement Concrete Pipe NP4 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet as per Tech Specification No. 1100 MORTH Unit = m Taking output = 7.5 m (3 pipes of 2.5 m length each) 500 mm dia a) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) b) Material cum Sand at site t Cement at site m RCC pipe NP4 concrete pipe including collar at site c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 Note : The labour rate for 300 mm dia shall be decreased by 20% Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
RBR-PCVT-9
0.02 0.01 7.50
cum cum
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 A. In 1:4 cement mortar cum Rate as per item No. 6 (I) (ii) or (II) (ii) Chapter 11 B. In cement-lime mortar (1:0.5:4.5) Rate as per item No. 6 (I) (iii) or (II) (iii) Chapter 11
RBR-PCVT-10
0.94
cum Rate as per item No. 4 (A) (i) or (ii) of Chapter 11 Brick Masonry Work in cement mortar in foundation of Head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109
A. Brick Masonry in 1:4 cement mortar Rate as per item No. 5 (ii) Chapter 11 B. Brick Masonry in cement-lime mortar (1:0.5:4.5) Rate as per item No. 5 (iii) Chapter 11 9
0.11
cum
10
Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause 613.3 10 Rate as per item No. 2 of Chapter 12
11
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification 10 Rate as per item No. 3 (A) of Chapter 12
12
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 cum Rate as per Item No. 2 of Chapter 11
13
Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615
sqm
RBR-PCVT-11
sqm
RBR-PCVT-12
RBR-PCVT-13
Rate as per Item No. 13 of Chapter 12
m
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
438
RBR-TSRA
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 10 TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES Index-code
S. No 1
RBR-TSRA-1
1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH (i) Hindi (Matras commas and the like not to be measured
and paid for. Half letters shall be counted as half only) Details for 100 letters of 160 mm height, i.e., 1600 cm Unit = per cm height per letter a) Labour Mate Painter 1st Class Painter Assistant Mazdoor (Unskilled) b) Material Paint c&d) Overheads & Contractors Profit Cost for 1600 cm = a+b+c+d Rate per cm height per letter = (a+b+c+d)/1600 (ii) English and Roman
day
-
day
2.00
day day
1.12
litre
0.70
day day day day
1.25
litre
0.50
cum
0.126
cum
0.126
Hyphens, commas and the like not to be measured and paid for.
Detail for 100 letters of 160 mm height, i.e. 1600 cm Unit = per cm height per letter a) Labour Mate Painter 1st Class Painter Assistant Mazdoor (Unskilled) b) Material Paint c&d) Overheads & Contractors Profit Cost for 1600 cm = a+b+c+d Rate per cm height per letter = (a+b+c+d)/1600 RBR-TSRA-2
2
0.57
Traffic Signs A Retro-reflectorised Traffic Signs i
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron pron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 MORTH / 1701 MORD.
Unit = each Taking output = one traffic sign (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11
441
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4
sqm sqm
0.887 0.43
day day
0.26
kg
19.00
sqm
0.35
sqm
0.156
sqm
0.283
sqm
0.48
sqm
0.27
sqm
0.36
sqm
0.672
hour
0.01
cum
0.126
cum
0.126
day day
0.26
m
3.00
(iii) Painting Angle Iron Post with Primer and two coats of Epoxy Paint as per specifications As per item No. 9 of this Chapter (or) Painting Angle Iron Post with Primer and two coats item 6 of this chapter (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material Mild steel angle iron 75 x 75 x 6 mm Add 3 per cent of cost of angle iron towards cost of fabrication, drilling holes, nuts, bolts etc. Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint (i) 900 mm equilateral triangle OR (ii) 600 mm equilateral triangle OR (iii) 600 mm circular OR (iv) 800 mm x 600 mm rectangular OR (v) 600 mm x 450 mm rectangular OR (vi) 600 mm x 600 mm square OR (vii) 900 mm side octagon (c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit Rate per traffic sign = (i+ii+iii+a+b+c+d+e) (with Epoxy Paint) Rate per traffic sign = (i+ii+iii+a+b+c+d+e) (with Enamel Paint) ii
Rate Rs. 5
Amount Rs. 6
Remarks 7
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminum sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD
Unit = each Taking output = one traffic sign (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material 50 mm dia GI Pipe 2.85 m long including 5% wastage Add 3 per cent of cost of GI Pipe towards cost of fabrication, drilling holes, nuts, bolts etc. Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint
442
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3 sqm
4 0.35
sqm
0.156
sqm
0.283
sqm
0.48
sqm
0.27
sqm
0.36
sqm
0.672
hour
0.08
cum
0.126
cum
0.126
(i) 900 mm equilateral triangle OR (ii) 600 mm equilateral triangle OR (iii) 600 mm circular OR (iv) 800 mm x 600 mm rectangular OR (v) 600 mm x 450 mm rectangular OR (vi) 600 mm x 600 mm square OR (vii) 900 mm side octagon (c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit Rate per traffic sign = (i+ii+iii+a+b+c+d+e)
Rate Rs. 5
Amount Rs. 6
Remarks 7
iii Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminum sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 MORD.
Unit = each Taking output = one traffic sign (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (iii) Painting two coats including prime coat on concrete surface with Epoxy Paint as per specifications
As per item No. 9 of this Chapter (a) labour (For fixing at site) Mate Mazdoor b) Material RCC M15 Grade in Sub-structure As per item No. 5 (i) or (ii) of Chapter 12 Steel reinforcement HYSD bars As per item No. 6 of Chapter 12 Add 3 per cent of cost of RCC Post towards cost of drilling holes, nuts, bolts, etc. Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint (i) 900 mm equilateral triangle OR (ii) 600 mm equilateral triangle OR (iii) 600 mm circular OR (iv) 800 mm x 600 mm rectangular OR (v) 600 mm x 450 mm rectangular OR (vi) 600 mm x 600 mm square OR (vii) 900 mm side octagon (c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit Rate per traffic sign = (i+ii+iii+a+b+c+d+e)
0.90 day day
0.26
cum
0.0285
t
0.0077
sqm
0.35
sqm
0.156
sqm
0.283
sqm
0.48
sqm
0.27
sqm
0.36
sqm
0.672
hour
0.08
443
RBR-TSRA Index-code
S. No 1
Rate Amount Rs. Rs. 2 3 4 5 6 Note : 1. Any one area of aluminum sheeting given at (i) to (vii) may be adopted as per site requirement and in accordance with IRC:67. Description
Unit
Quantity
Remarks 7
2. The rate for excavation, cement concrete M-15, RCC M-15 in Sub-structure, steel re-enforcement and painting may be taken from respective Chapters. 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards. B Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD Unit = Each Taking output = one traffic sign (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11
cum
0.126
cum
0.126
sqm
0.46
day day
0.26
kg kg
12.40 1.06
sqm
0.35
sqm
0.156
sqm
0.283
sqm
0.48
sqm
0.27
sqm
0.36
sqm
0.672
hour
0.08
(iii) Painting two coats including prime coat on concrete surface with Epoxy Paint as per specifications
As per item No. 9 of this Chapter (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material Support of M.S. Sheet tube (I) 47 mm x 47 mm x 12 SWG Sheet 3050 mm long (II) Angle iron 50 x 50 x 6 mm for hold fast including 5% wastage Add 3% cost of MS Sheet tube 12 SWG and angle irons towards the cost of fabrication, drilling holes, nuts and bolts etc. (III) 1.5 mm thick M.S. Sheet duly painted with stove enameled paint including lettering, signs, border, message with reflective tape of engineering grade required size, shade and colour as per Technical Specifications
(i) 900 mm equilateral triangle OR (ii) 600 mm equilateral triangle OR (iii) 600 mm circular OR (iv) 800 mm x 600 mm rectangular OR (v) 600 mm x 450 mm rectangular OR (vi) 600 mm x 600 mm square OR (vii) 900 mm side octagon (c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit Rate per traffic sign = (i+ii+iii+a+b+c+d+e)
Note : 1. Any one area of M.S. Sheet given at (i) to (viii) may be adopted as per site requirement and in accordance with IRC-67.
444
RBR-TSRA Index-code
S. No 1
RBR-TSRA-3
3
Rate Amount Rs. Rs. 2 3 4 5 6 2. The rate for excavation, cement concrete M-15, and painting may be taken from respective Chapters. 3. The depth of foundation and quantity of cement in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal area. This is applicable to all road signs and direction boards. Description
Unit
Quantity
Remarks 7
Direction and Place Identification signs upto 0.9 sqm size board A Retro-reflectorised Traffic Signs i
Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH
Unit = sqm Taking output = 0.9 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (iii) Painting Angle Iron Post with Primer and two coats of Epoxy Paint as per specifications As per item No. 9 of this Chapter OR Painting Angle Iron Post with Primer and two coats as per item 6 of this chapter. (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material Mild steel angle iron 75 x 75 x 6 mm
cum
0.126
cum
0.12
sqm
0.887 0.43
day day
0.21
kg Aluminum sheeting fixed with encapsulated lens type reflective sqm sheeting of size 0.90 sqm including lettering and signs as applicable background with epoxy paint Add 3 per cent of cost of angle iron towards cost of fabrication, drilling holes, nuts, bolts, etc.
19 0.9
(c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit
hour
0.02
cum
0.126
cum
0.126
Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) (with epoxy paint) Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90 Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) (with enamel paint) Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90 (ii) Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.
Unit = sqm Taking output = 0.9 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11
445
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4
day day
0.26
m
3.00 0.90
(a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material 50 mm dia GI Pipe 2.85 m long including 5 per cent wastage
Aluminum sheeting fixed with encapsulated lens type sqm reflective sheeting of size including lettering and signs as applicable background with epoxy paint Add 3 per cent of cost of GI Pipe towards cost of fabrication, drilling holes, nuts, bolts etc. (c) Machinery hour Tractor with trolley d&e) Overheads & Contractors Profit Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90
Rate Rs. 5
Amount Rs. 6
Remarks 7
0.08
(iii) Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.
Unit = sqm Taking output = 0.9 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11
cum
0.126
cum
0.126
(iii) Painting two coats including prime coat on concrete surface with Epoxy Paint as per specifications As per item No. 9 of this Chapter (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material RCC M15 Grade in Sub-structure As per item No. 5 (i) or (ii) of Chapter 12 Steel reinforcement HYSD bars As per item No. 6 of Chapter 12 Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint Add 3 per cent of cost of RCC Post towards cost of drilling holes, nuts, bolts, etc. (c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90
0.90 day day
0.26
cum
0.0285
t
0.0077
sqm
0.90
hour
0.08
Note : 1. Lettering and arrow markings on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately. 2. The rate for excavation, cement concrete M15, RCC M15 in Sub-structure, steel re-enforcement and painting may be taken from respective Chapters. 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.
446
RBR-TSRA Index-code
S. No 1
Description
2 B Semi-Reflective Traffic signs
Unit
Quantity
3
4
cum
0.126
cum
0.126
sqm
0.59
day day
0.26
kg kg
12.40 1.06
Rate Rs. 5
Amount Rs. 6
Remarks 7
Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.
Unit = each Take Output = 0.9 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (iii) Painting on M.S. tube post with primer and two coat of epoxy paint as per specifications As per item No.9 of Chapter 10 (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material (i) Support of MS sheet tube 47 mm x 47 mm of 12 SWG sheet 3050 mm long (ii) Angle iron 50 x 50 x 6 mm for lugs including 5% wastage
(iii) 2 mm thick MS sheet strengthened by 25 mm x 5 mm MS flat sqm iron & painted with stove enameled paint including lettering, signs, message, border with reflective tape of engineering grade of required shade and colour as per Technical Specifications.
Add 3% cost of MS sheet angle iron towards the cost of fabrications, drilling, holes, nuts, bolts etc. (c) Machinery hour Tractor with trolley d&e) Overheads & Contractors Profit Cost for 0.9 sqm = (i+ii+iii+a+b+c+d+e) Rate per sqm (for sign having area upto 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/0.90
0.90
0.08
Note : Rate for excavation, cement concrete M15 and painting may be taken from respective Chapters.
RBR-TSRA-4
4
Direction and Place Identification signs with size more than 0.9 sqm size board A Retro-reflectorised Traffic Signs i
Providing and erecting direction and place identification retro\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD / 801 MORTH
Unit = sqm Taking output = 1.50 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11
cum
0.252
cum
0.252
447
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4
sqm sqm
1.774 0.86
day day
0.31
kg
38.00
sqm
1.50
(iii) Painting Angle Iron Post with Primer and two coats of Epoxy Paint as per specifications As per item No. 9 of this Chapter (or) Painting Angle Iron Post with Primer and two coats (item 6 of this chapter) (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material Mild steel angle iron 75 mm x 75 mm x 6 mm, 2.85 m long, 2 nos. with 5 per cent wastage Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint Add 2 per cent of cost of angle iron towards cost of fabrication, drilling holes, nuts, bolts, etc. (c) Machinery Tractor with trolley d&e) Overheads & Contractors Profit Cost for 1.5 sqm = i+ii+iii+a+b+c+d+e (with epoxy paint) Rate per sqm (for sign having area more than 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/1.50
Rate Rs. 5
Amount Rs. 6
Remarks 7
2.00%
hour
0.02
cum
0.252
cum
0.252
day day
0.52
m
6.00 1.50
Cost for 1.5 sqm = i+ii+iii+a+b+c+d+e (with enamel paint)
Rate per sqm (for sign having area more than 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/1.50 (ii) Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.
Unit = sqm Taking output = 1.50 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material 50 mm dia GI Pipe 2.85 m long including 5 per cent wastage
Aluminum sheeting fixed with encapsulated lens type sqm reflective sheeting of size including lettering and signs as applicable background with epoxy paint Add 3 per cent of cost of GI Pipe towards cost of fabrication, drilling holes, nuts, bolts, etc. (c) Machinery hour Tractor with trolley d&e) Overheads & Contractors Profit Cost for 1.5 sqm = i+ii+iii+a+b+c+d+e Rate per sqm (for sign having area more than 0.9 sqm) = (i+ii+iii+a+b+c+d+e)/1.50
0.12
448
RBR-TSRA Index-code
S. No 1
Description
2 (iii) Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC Posts 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.
Unit = sqm Taking output = 1.50 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (iii) Painting two coats including prime coat on concrete surface with Epoxy Paint as per specifications As per item No. 9 of this Chapter (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material RCC M15 Grade in Sub-structure As per item No.12.5 of Chapter 12 Steel reinforcement HYSD bars As per item No.12.6 of Chapter 12 Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint
Unit
Quantity
3
4
cum
0.252
cum
0.252
Rate Rs. 5
Amount Rs. 6
Remarks 7
1.00 day day
0.52
cum
0.057
t sqm
0.0154 1.50
Add 3 per cent of cost of RCC Post towards cost of drilling holes, nuts, bolts, etc. (c) Machinery hour Tractor with trolley d&e) Overheads & Contractors Profit Cost for 1.5 sqm = a+b+c+d+e Rate per sqm (for sign having area more than 0.9 sqm) = (a+b+c+d+e)/1.50
0.12
Note : 1. Lettering and arrow markings on sign boards to be provided separately as per actual requirement. Rates for these items have been analysed separately. 2. The rate for excavation, cement concrete M15, RCC M15 in Sub-structure, steel re-enforcement and painting may be taken from respective Chapters. 3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.
449
RBR-TSRA Index-code
S. No 1
Description
2 B Semi-Reflective Traffic signs
Unit
Quantity
3
4
cum
0.252
cum
0.252
sqm
0.92
day day
0.52
kg
24.80
kg
2.12
Rate Rs. 5
Amount Rs. 6
Remarks 7
Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.
Unit = each Taking output = 1.5 sqm (i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11 (iii) Painting M.S. tube posts with primer and two coats of epoxy paint as per specification As per item No. 9 of chapter 10 (a) labour (For fixing at site) Mate Mazdoor (Unskilled) b) Material (i) Support of MS Sheet tubes 47 mm x 47 mm x 12 SWG sheet 3050 mm long (ii) Angle iron 50 mm x 50 mm x 6 mm for lugs
(iii) 2 mm thick MS Sheet strengthened by 25 mm x 5 mm M.S. flat sqm iron and painted with stove enameled paint including lettering, signs, messages, border with reflective tape of engineering grade of required size, shade and colour as per MORD specifications
Add 3% cost of MS sheet and angle iron towards the cost of fabrications, drilling, holes, nuts, bolts etc. (c) Machinery hour Tractor with trolley d&e) Overheads & Contractors Profit Cost for 1.5 sqm = a+b+c+d+e Rate per sqm (for sign having area more than 0.9 sqm) = (a+b+c+d+e)/1.50
1.50
0.16
Note : Rate for excavation cement concrete M15 and painting may be taken from respective chapter
RBR-TSRA-5
5
Overhead Signs Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminum alloy sheet reflectorised with high intensity retroreflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminum alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans as per clause 802 MORTH A Truss and Vertical Support
Unit = tonne Taking output = 1 tonne a) Labour Mate
day
-
Blacksmith
day
2.00
Mazdoor including for handling & fixing at site.
day
4.24
450
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
b) Material tonne Aluminum alloy / galvanised steel including 5% wastage Add 1 per cent on cost of material for nuts, bolts and drilling and welding consumables
1.05
Add 15 per cent on cost of material for fabrication of trusses as per approved design c) Machinery Crane 3 tonne capacity
hour
3.00
Truck
hour
0.50
d&e) Overheads & Contractors Profit Rate per tonne = (a+b+c+d+e) B Aluminum Alloy Plate for Over Head Sign
Unit = sqm Taking output = 1 sqm a) Labour Mate
day
-
Blacksmith
day
0.10
Mazdoor
day
0.17
Aluminum alloy plate, 2 mm thick, fixed with high intensity sqm grade sheeting vide clause 801.3
1.00
b) Material
Miscellaneous Add 1 per cent of cost of labour for lifting arrangement, like ladders, pulleys, ropes etc c&d) Overheads & Contractors Profit Rate per sqm = (a+b+c+d) Note : 1. The cost of excavation and foundation concrete for fixing of vertical support system to be worked out separately as per the approved drawing/design and to be included in the estimate. 2. Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been included separately in this chapter.
RBR-TSRA-6
6 i
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. Unit = sqm Taking output = 40 sqm a) Labour Mate Painter (1st Class) Painter Assistant Mazdoor (Unskilled) b) Material Cement Primer as per specifications Paint conforming to requirement of Clause 1701.3.8
day day day day
3.00
litre litre
3.00 6.00
Filling Material on Paint Cost c&d) Overheads & Contractors Profit Cost for 40 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/40 ii Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (excluding Primary Coat) as per Speciufication 803 MORTH Unit = sqm Taking output = 40 sqm a) Labour day Mate day Painter day Mazdoor
2.000 1.120
2.20
Add for scaffolding @ 1 per cent of labour cost where required
451
RBR-TSRA Index-code
S. No 1
b)
Description
Unit
Quantity
2
3
4
Litre
6.000
7 i
day day day
0.25 0.60 0.40
litre litre
0.60 1.25
day day day
0.45 0.28
Litre
1.25
day day day
0.60 0.65
litre litre
0.60 1.25
Amount Rs. 6
Remarks 7
Material
Paint conforming to requirement of clause 803.3 MORTH
RBR-TSRA-7
Rate Rs. 5
Add for scaffolding @ 1% of labour cost where required c&d) Overheads & Contractors Profit Cost for 40 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/40 Painting on Steel Surfaces Providing and applying two coats of ready mix Enamel paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701MORD Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Red-oxide Primer as per specifications Paint ready mixed approved brand Add @ 1% on cost of material for scaffolding wherever required
c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 ii Providing and applying two coats of ready mix Enamel paint of approved brand on steel surface after through cleaning of surface to give an even shade (excluding Primary Coat) as per specification 803 MORTH. Unit = sqm Taking output = 10 sqm a) Labour Mate Painter Mazdoor b) Material Paint ready mixed approved brand. Add @ 1 per cent on cost of material for scaffolding c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm= (a+b+c+d)/10 iii Painting on Steel Surfaces Providing and applying two coats of ready mix Aluminum paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701MORD
Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Red-oxide Primer as per specifications Paint ready mixed approved brand Add @ 1 per cent on cost of material for scaffolding wherever required c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10
452
RBR-TSRA Index-code
S. No 1
Description
2 iv Providing and applying two coats of ready mix paint
Unit
Quantity
3
4
day day day
0.45 0.28
Litre
1.25
day day day
0.50 0.23
litre litre
0.60 1.5 1.00%
Rate Rs. 5
Amount Rs. 6
Remarks 7
Aluminum of approved brand on steel surface after through cleaning of surface to give an even shade (excluding Primary Coat) as per Specification 803 MORTH
RBR-TSRA-8
8 i
Unit = sqm Taking output = 10 sqm a) Labour Mate Painter Mazdoor b) Material Paint ready mixed approved brand. Add @ 1 per cent on cost of material for scaffolding c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm= (a+b+c+d)/10 Painting on Wood Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on wood surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 803 MORTH Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Red-oxide Primer as per specifications Paint ready mixed approved brand Add @ 1 per cent on cost of material for scaffolding wherever required Add @ 5 per cent on cost of labour & materials to prepare the surface by filling minutes roughness on the surface and priming the surface before laying 2 coats of painting.
5.00%
c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 ii
Providing and applying two coats of ready mix paint excluding primer coat of approved brand on wood surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 803 MORTH Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Paint ready mixed approved brand Add @ 1 per cent on cost of material for scaffolding wherever required c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10
day day day litre
0.50 0.23 1.5 1.00%
453
RBR-TSRA Index-code
S. No 1
RBR-TSRA-9
9
Description
Unit
Quantity
2
3
4
day day day
0.60 0.65
litre litre
0.60 1.25
day day day day day
0.35
litre
1.48
day day day day day
0.55
litre
1.48
Rate Rs. 5
Amount Rs. 6
Remarks 7
Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 MORD Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Epoxy primer / Red-oxide Epoxy paint Add @ 1 per cent on cost of material for scaffolding wherever required c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10
RBR-TSRA-10
10
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 MORD / 803 MORTH i
Upto 100 mm width Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Painter (2nd Class) Painter Assistant Mazdoor (Unskilled) b) Material Road marking paint as per IS:164 c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 ii Over 100 mm width (MORTH) Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Painter (2nd Class) Painter Assistant Mazdoor (Unskilled) b) Material Road marking paint as per IS:164 c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10
1.42
1.64
454
RBR-TSRA Index-code
S. No 1
RBR-TSRA-11
11
Description
Unit
Quantity
2
3
4
day day day
0.30 1.31
litre
0.90
day day day
0.35 1.42
litre
0.90
Rate Rs. 5
Amount Rs. 6
Remarks 7
Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 MORD / 803 MORTH. i
Upto 100 mm width Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Road marking paint c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 ii Over 100 mm width Unit = sqm Taking output = 10 sqm a) Labour Mate Painter (1st Class) Mazdoor (Unskilled) b) Material Road marking paint c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 12
RBR-TSRA-12
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Specification 803 MORTH
Unit = sqm Taking output = 600 sqm a) Labour day Mate day 0.78 Mazdoor b) Machinery hour 10.00 Road marking machine @ 60 sqm per hour hour 0.50 Tractor-trolley c) Material Litre 1500.00 Hot applied thermoplastic compound kg 150.00 Reflectorising glass beads d&e) Overheads & Contractors Profit Cost for 600 sqm = a+b+c+d+e Rate per sqm = a+b+c+d+e)/600 Note : 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in hire charges of road marking machine.
455
RBR-TSRA Index-code
RBR-TSRA-13
S. No
Description
Unit
Quantity
1
2
3
4
13
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH (i) 5th Kilometre Stone (precast) Unit = each Taking output = 6 Nos. a) M-15 grade of concrete cum As per item No. 5 (i) or (ii) of Chapter 12 b) Steel reinforcement @ 5 kg per sqm kg As per item No. 6 of Chapter 12 c) Excavation in soil for foundation cum As per item No. 1 of Chapter 11 d) Painting two coats on concrete surface sqm As per item No.5 of Chapter 10
Rate Rs. 5
Amount Rs. 6
Remarks 7
2.35 22.08 1.68 9.85
e) lettering on km post (average 30 letters of 10 cm height each)
As per item No. 1 of Chapter 10
Transportation and fixing f) Labour Mate Mason (1st Class) Mazdoor (Unskilled) g) Machinery 50 HP Tractor with trolley h&i) Overheads & Contractors Profit j )Cost for 6 Nos. 5th km stone = a+b+c+d+e+f+g+h+i Rate for each 5th km stone = j/6 (ii) Ordinary Kilometer Stone (Precast) Unit = each Taking output = 14 Nos. a) M-15 grade of concrete As per item No. 5 (i) or (ii) of Chapter 12 b) Steel reinforcement @ 5 kg per sqm As per item No. 6 of Chapter 12 c) Excavation in soil for foundation As per item No. 1 of Chapter 11 d) Painting two coats on concrete surface As per item No.5 of Chapter 10
per cm high per letter
1800.00
day day day
0.60 6.26
hour
6.00
cum
3.77
kg
26.32
cum
2.77
sqm
11.41
per cm high per letter
1680.00
day day day
1.00 7.32
hour
6.00
e) lettering on km post (average 12 letters of 10 cm height each)
As per item No. 1 of Chapter 10
Transportation and fixing f) Labour Mate Mason (1st Class) Mazdoor (Unskilled) g) Machinery 50 HP Tractor with trolley h&i) Overheads & Contractors Profit j) Cost for 14 Nos. ordinary km stone = (a+b+c+d+e+f+g+h+i) Rate for each ordinary km stone = j/ 14
456
RBR-TSRA Index-code
S. No 1
Description
2 (iii) 200 m / Hectometer stone (precast)
Unit = each Taking output = 33 Nos. a) M-15 grade of concrete As per item No. 5 (i) or (ii) of Chapter 12 b) Steel reinforcement @ 5 kg per sqm As per item No. 6 of Chapter 12 c) Excavation in soil for foundation As per item No. 1 of Chapter 11 d) Painting two coats on concrete surface As per item No.5 of Chapter 10
Unit
Quantity
3
4
cum
1.58
kg
66.00
cum
1.39
sqm
6.27
per cm high per letter
330.00
Rate Rs. 5
Amount Rs. 6
Remarks 7
e) lettering on km post (average 1 letter of 10 cm height each)
As per item No. 1 of Chapter 10
RBR-TSRA-14
14
Transportation and fixing f) Labour day Mate day 1.50 Mason (1st Class) day 7.34 Mazdoor (Unskilled) g) Machinery hour 6.00 50 HP Tractor with trolley h&i) Overheads & Contractors Profit j) Cost for 33 Nos. 200 m stone = (a+b+c+d+e+f+g+h+i) Rate for each 200 m stone = j / 33 Note : 1. The rate for excavation, cement concrete, steel reinforcement, painting and lettering may be taken from respective Chapters. 2. In case local stone is to be used in place of precast RCC stones, then rate of cement concrete and steel reinforcement may be deleted. Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings as per Specification 805 MORTH.
Unit = Each Taking output= 30 Nos. a) Labour day Mate day Mazdoor for fixing b) Material Cost of approved type of delineators from ISI certified firm each as per the standard drawing given in IRC - 79 Add 10 per cent cost of material for installation c&d) Overheads & Contractors Profit Cost for 30 Nos. delineators = (a+b+ c+d) Rate per delineators = (a+b+c+d) /30
RBR-TSRA-15
15
1.04 30.00
Note : In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 MORD / 806 MORTH
Unit = each Taking output = 57 Nos. a) M-15 grade of concrete As per item No. 5 (i) or (ii) of Chapter 12
cum
1.25
457
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4
kg
79.80
cum
10.72
per letter per cm high
2280.00
day day
14.82
hour
6.00
cum
11.97
b) Steel reinforcement @ 5 kg per sqm As per item No. 6 of Chapter 12 c) Excavation in soil for foundation As per item No. 1 of Chapter 11 d) lettering, each 10 cm high As per Item No. 1 of Chapter 10
Transportation and fixing f) Labour Mate Mazdoor (Unskilled) g) Machinery Tractor with trolley h) Material Stone spall i&j) Overheads & Contractors Profit k) Cost for 57 Nos. boundary pillar = a+b+c+d+e+f+g+h+i+j
Rate Rs. 5
Amount Rs. 6
Remarks 7
Rate for each boundary pillar = k/57 Note : 1. In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately.
RBR-TSRA-16
16 i
2. In case local stone is to be used in place of precast RCC stones, then rate of cement concrete and steel reinforcement may be deleted. G.I Barbed Wire Fencing 1.2 m high Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m RCC posts 150 mm x 150 mm placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc., complete as per Clause 1705 MORD. Unit = per running m Taking output = 30 m a) Labour day Mate day 0.25 Blacksmith day 2.09 Mazdoor (Unskilled) b) Machinery kg 31.42 Barbed wire 335 m length @ 9.38 kg per 100 m R.C.C. Post 150 mm x 150 mm x 1.80 m M15 Grade concrete 13 x 150 mm x 150 mm x 1.8 m cum 0.526 As per item No. 5 (i) or (ii) of Chapter 12 Add 5 per cent extra cost for formwork of M-15 Supply of HYSD Bars including cutting, bending, tying & placing in position. 10 mm dia HYSD bars for posts 13 x 4 x 1.8 = 93.6 m @ 0.62 kg/mt = 43.60 kg 8 mm dia HYSD bars for rings 13 x 10 x 0.6 = 78 m @ 0.39 kg/mt = 30.42 kg Total = 74.02 Kgs As per item No. 6 of Chapter 12 Add for GI staple binding wire, drilling holes, etc. @ 2 per cent of the cost of material
t
0.074
458
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
c) Painting Applying two coats of painting including primer coat on exposed surface of RCC posts sqm 8.14 As per item No. 6 of this Chapter d&e) Overheads & Contractors Profit Cost for 30 m fencing = a+b+c+d+e Rate per m = (a+b+c+d+e)/30 Note : Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective Chapters. ii G.I Barbed Wire Fencing 1.8 m high Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 1705 MORD. Unit = per running m Taking output = 30 m a) Labour day Mate day 0.40 Blacksmith day 2.62 Mazdoor (Unskilled) b) Machinery kg 40.15 Barbed wire 428 m length @ 9.38 kg per 100 m R.C.C. Post 150 mm x 150 mm x 2.4 m High M-15 Grade 13 x 150 mm x 150 mm x 2.4 m cum 0.702 As per item No. 5 (i) or (ii) of Chapter 12 Add 5 per cent extra cost of C.C. for formwork of M-15 Supply of HYSD Bars including cutting, bending, tying & placing in position. 10 mm dia HYSD bars for posts 13 x 4 x 2.4 = 124.80 m @ 0.62 kg/mt = 77.38 kg 8 mm dia HYSD bars for rings 13 x 11 x 0.6 = 85.80 m @ 0.39 kg/m = 33.46 kg Total = 110.84 Kgs t 0.111 As per item No. 6 of Chapter 12 Add for GI staple, binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting including primer coat on exposed surface of RCC posts sqm 12.10 As per item No. 6 of this Chapter d&e) Overheads & Contractors Profit Cost for 30 m fencing = a+b+c+d+e Rate per m fencing = (a+b+c+d+e)/30 Note : Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective Chapters.
459
RBR-TSRA Index-code
S. No 1
Description
2 iii G.I Barbed Wire Fencing 1.2 Metre High
Unit
Quantity
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 MORTH Unit = per running metre Taking output = 30 metres a) Labour day Mate day 0.25 Blacksmith day 2.09 Mazdoor b) Material kg 31.42 Barbed wire 335 metres length @ 9.38 kg / 100 metres 80.50 MS angle iron 40 mm x 40mm x 6 mm, 23 metres in length kg @ 3.5 kg per metre Add for GI staple binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting 2.11 Applying two coats of painting on exposed surface of angle sqm iron posts ( Rate as per item no. 7) d&e) Overheads & Contractors Profit Cost for 30 metres fencing = a+b+c+d+e Rate per metre = (a+b+c+d+e)/30 Note : Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters. iv G.I Barbed Wire Fencing 1.8 Metre High Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 MORTH.
Unit = per running metre Taking output = 30 metres a) Labour Mate Blacksmith Mazdoor b) Material Barbed wire 428 metres length @ 9.38 kg / 100 metres MS angle iron 50 mm x 50 mm x 6 mm, 33.8 metres in length @ 4.5 kg per metre Add for GI staple, binding wire, drilling holes etc. @ 2 per cent of the cost of material c) Painting Applying two coats of painting on exposed surface of angle iron posts
day
-
day
0.40
day
2.62
kg
40.15
kg
152.00
sqm
3.96
d&e) Overheads & Contractors Profit Cost for 30 metres fencing = a+b+c+d+e Rate per metre fencing = (a+b+c +d+e)/30 Note : Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters.
460
RBR-TSRA Index-code
S. No 1
RBR-TSRA-17
17
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
Fencing With Welded Steel Wire Fabric 75 mmx50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. (MORTH Suggestive )
RBR-TSRA-18
18
Unit = Running metre Taking output = 30 m a) Labour day Mate day 1.00 Welder day 2.12 Mazdoor b) Material kg 106.00 i) Angle iron for posts 50 x 50 x 6 mm kg 26.00 ii) Runner flat 50 x 5 mm 151.00 iii) Welded steel wire fabric 75x50 mm mesh @ 4 kg/sqm, 4 kg x 30 x 1.2 + 5 per cent wastage OR 293.00 Welded steel wire fabric 75 x 25 mm mesh @ 7.75 kg/sqm, kg 7.75 x 30 x 1.2 + 5 per cent wastage Add 2.5 per cent of cost of material for drilling holes in angles, flats, splitting angle at bottom, nuts and bolts and welded consumables c) Machinery hour 0.10 Tractor-trolley d) Painting sqm 8.00 Painting two coats including priming e&f) Overheads & Contractors Profit Cost for 30 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/30 Note : i) Adopt any one type of welded steel wire fabric 75 x 50 mm or 75 x 25 mm as per approved design. Note : ii) The item of excavation and cement concrete in foundation shall be measured and paid separately Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 MORD Unit = Running m Taking output = 10 m i) Excavation for foundation (6 Nos.) 6 x 0.6 x 0.6 x 0.6 As per item No. 1 of Chapter 11
cum
1.296
cum
0.648
sqm
4.71
sqm
2.16
day day day
0.26 0.01
ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3
As per item No. 4 (A) (iii) or (iv) of Chapter 11 iii) Painting of pipe As per item No. 6 of this Chapter iv) Painting of channel section (6 nos.) 1.8 m each 0.2 x 1.8 x 1.6 = 2.16 As per item No.6 of this Chapter a) labour (For fixing at site) Mate Mazdoor (Unskilled) Plumber
461
RBR-TSRA Index-code
S. No 1
RBR-TSRA-19
19
Description
Unit
Quantity
2
3
4
b) Material m Steel pipe 50 mm external dia as per IS:1239 Medium weight steel channel (ISMC series) 100 mm x 50 kg mm, 10.8 m length @ 9.2 kg per m Add for drilling holes @ 3 per cent of cost of channels c) Machinery hour 50 HP Tractor with trolley d&e) Overheads & Contractors Profit Cost for 10 m = a+b+c+d+e Rate per m = (a+b+c+d+e)/10 Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level
Rate Rs. 5
Amount Rs. 6
Remarks 7
30.00 99.36
0.04
Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings Clause 1706 MORD
Unit = Running m Taking output = 10 m i) Excavation for foundation (6 Nos.) 6 x 0.6 x 0.6 x 0.6 As per item No. 1 of Chapter 11
cum
1.296
cum
0.648
cum
0.32
sqm
4.71
day day day
0.364 0.01
m t
30.00 0.032
hour
0.25
cum
0.252
cum
0.252
ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3
As per item No. 4 (A) (iii) or (iv) of Chapter 11 iii) RCC M20 for precast posts (6 nos.) of 1.8 m each As per item No. 5 (A) (i) of Chapter 12 iv) Painting of pipe As per item No.10.6 of this Chapter a) labour (For fixing at site) Mate Mazdoor (Unskilled) Plumber b) Material Steel pipe 50 mm external dia as per IS:1239 HYSD steel bars as per item No. 6 of Chapter 12 c) Machinery 50 HP Tractor with trolley d&e) Overheads & Contractors Profit Cost for 10 m = a+b+c+d+e Rate per m = (a+b+c+d+e)/10 RBR-TSRA-20
20
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD
Unit = Each Taking out put = one typical board i) Excavation for foundation As per item No. 1 of Chapter 11 (ii) Cement Concrete M15 grade As per item No. 4 (A) (iii) or (iv) of Chapter 11
462
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
1
2 (iii) Painting on MS Steel tubes with primer and two coats of epoxy paint
3
4
sqm
1.80
2x2.05x.30 = 1.23 1x1.10x188 = 0.21 As per item no. 9 of Chapter 10
Rate Rs. 5
Amount Rs. 6
Remarks 7
(iv) Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade.
Logo Border 60x4x5 = 1200 per cm height per letter Figure 60x10 = 600 per cm height per letter Middle plate words 28x5 = 140 per cm height per letter Bottom plate border 150x2x5 = 1500 per cm height per letter
Bottom plate border 60x2x5 = 600 per cm height per letter Words 101x2.5 = 252.5 Words 80x3 = 240.00 Total (4532.5 per cm height per letter) As per item No. 1 of Chapter 10
a) Labour (for fixing at site) Mate Mazdoor (Unskilled) b) Material 2 nos. MS tubes 75mx75mm of 12 SWG sheet 2650 mm long
1 No. MS tube 47mm x 47mm of 12 SWG 1100 mm long Angle iron 50mm x 50mm x 5 mm for lugs
per 4532.50 cm height / letter day day
0.78
kg kg kg
63.15 4.47 2.12
1.6 mm thick MS sheet strengthened by 25mm x 5 MS flat iron on sqm logo and middle plate angle iron 25mm x 25mm x 5mm on bottom plate painting with stove enameled paint on both sides as per MORD specifications Add 3% cost of MS tube and angle iron towards the cost of fabrications, drilling holes, nuts, bolts, etc.
1.44
c) Machinery hour 0.24 Tractor with trolley d&e) Overheads & Contractors Profit Cost for one Board= (i+ii+iii+iv+a+b+c+d+e) Printing and lettering for blank spaces on the lower plate will be written as required and paid separately. Items Suggested by MORTH RBR-TSRA-21
21
Traffic Cone Provision of red fluorescent with white reflective sleeve traffic cone made of Low Density Polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS:873 Unit = Each Taking output = 68 Nos. a) Labour Mate Mazdoor (Unskilled) b) Material Traffic cones with 150 mm reflective sleeve c) Machinery 50 HP Tractor with trolley d&e) Overheads & Contractors Profit Cost for 68 Nos. = a+b+c+d+e Rate for each cone = (a+b+c+d+e)/68
day day
0.52
Nos.
68.00
Hour
0.10
463
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
cum cum cum cum sqm
2.50
day day day day
1.09 1.00 0.25
metre metre kg
3.50 10.00 8.00
hour
0.50
1
RBR-TSRA-22
22
RBR-TSRA-23
23
Rate Rs. 5
Amount Rs. 6
Remarks 7
Rumble Strips (MORD) Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. Unit = sqm Taking output = 100 sqm (including gaps) The rate per sqm of premix carpet and road marking may be adopted from Chapters 5 & 10 respectively for the quantities calculated from approved drawings. A
Roadside Amenities Rest areas Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions
B Parking areas and bus laybyes for trucks, buses and
light vehicles Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters. C Lawn
Providing a lawn planted with grass and its maintenance Pricing of lawn may be done as per rates given in the chapter on horticulture for the quantities as per approved dimensions in the drawings RBR-TSRA-24
24
Policeman Umbrella Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint
Unit = each Taking output = one number Quantities of these items to be
Earthwork calculated as per approved design Cement Concrete and cost added as per rates of these items given in chapter 3 and brick masonry or 13 stone masonry Painting a) Labour Mate Mazdoor Blacksmith Welder b) Material Steel pipe 100 mm dia Steel pipe 25 mm dia CGI sheets Add 25 per cent of cost of material for fabrication Add 2 percent of cost of material for welding consumables, J-hooks, washers etc. c) Machinery Tractor-trolley d&e) Overheads & Contractors Profit Rate per policeman umbrella = a+b+c+d+e
464
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
1
RBR-TSRA-25
25
High Mast Pole Lighting at Interchanges and Flyovers Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings This is a specialised work and is generally done by firms who specialise in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally donot undertake such jobs.
RBR-TSRA-26
26
Toll Plaza The construction, operation and maintenance of Toll Plaza can be broken into separate items of work as under based on the approved design and drawings:-
Rate Rs. 5
Amount Rs. 6
Remarks 7
a) Provision of toll collection service lane to separate different categories of vehicles for purpose of toll collection. This involves considerable increase in carriage way width b) Provision of 2.5 m wide separators for different toll collection service lanes for safety c) Toll booths with integrated roof cover d) Barrier gates for individual lanes e) Provision of building to provide facility to toll plaza personnel f) Toll plaza office equipment and furniture g) Water supply, electricity, sanitation, septic-tank system and drainage h) Telephone, intercomes, wireless communication system i) High mast lighting j) Pavement marking k) Overhead signs l) Fixed message signs (Advance) m) Variable message signs n) Traffic cones and pylons o) First aid post p) Traffic aid post and security The quantities for the above mentioned items may be calculated from the approved design and drawings and their rates adopted from respective chapters of the Standard Data Book
465
RBR-TSRA Index-code
S. No 1
RBR-TSRA-27
27
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
Safety Devices and Signs in Construction Zones Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. the bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of adter completion of construction work, all as per IRC : SP : 55-2001. Unit = each Taking output = one sign post Following types of signs are required to be fixed in construction zones for safety of traffic: a) Diversion one km ahead b) Traffic sign ahead c) Road ahead closed d) Men at work e) Road narrow f) Un-even road g) Slippery road h) Loose chippings i) Diversion j) Do not enter k) Road closed l) Stop m) Slow n) Speed limit o) Single file traffic p) Right Lane Diverted q) Left Lane Diverted r) Right Lane Closed s) Left Lane Closed t) Median closed u) Diversion to other carriageway v) Traffic signal ahead w) Two way Traffic x) Dual Carriageway ends y) One way z) Give way aa) Over taking prohibited bb) Wight limit cc) Height & Length limit dd) No Stopping or Standing ee) Any other warning or regulatory safety signs as per site requirement and consistent with IRC : SP:55-2001 & IRC: Note 67 : The rate for traffic signs are already worked out and given elsewhere in this Chapter. The same may be adopted.
RBR-TSRA-28
28
Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. Unit = each Taking output = 50 Nos. a) Labour day Mate day Mazdoor (Unskilled)
1.04
466
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
1
RBR-TSRA-29
29
b) Material Nos. Aluminum studs 100x100 mm fitted with lense reflectors Add 10 per cent of cost of material for fixing and installation. c&d) Overheads & Contractors Profit Cost for 50 studs = a+b+c+d Rate per stud = (a+b+c+d)/50 Cast in Situ Cement Concrete M20 Kerb
Rate Rs. 5
Amount Rs. 6
Remarks 7
50.00
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH Unit = Running metre Taking output = 360 metre A Using Concrete Mixer
Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base= 11.61 cum Total Concrete = 24.21 cu.m a)
Labour
Mate
day
-
Mason
day
2.00
Mazdoor
day
16.72
b)
Machinery
Kerb casting machine @ 60 metres/hour
hour
6.00
Concrete mixer 0.48/0.28 cum capacity
hour
12.00
Water tanker 6 KL capacity
hour
5.00
cum
21.79
cum
10.90
c)
Material
Crushed stone aggregate 20 mm nominal size 59 % Coarse sand 30 per cent Cement 11 per cent Cost of water
t
5.70
KL
30.00
d&e) Overheads & Contractors Profit Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 B Using Concrete Batching and Mixing Plant
Cement Concrete Cement concrete of grade M20 = 12.60 cum Cement concrete of grade M10 for base = 11.61 cum Total Concrete = 24.21 cu.m a)
Labour
Mate
day
-
Mason
day
1.00
Mazdoor
day
2.12
Kerb casting machine @ 60 metres/hour
hour
6.00
Concrete batching and mixing plant @ 15 cum/hr.
hour
1.60
Water tanker 6 KL capacity
hour
5.00
Tipper 5.5 cum capacity
hour
6.00
cum cum t
21.79 10.90 5.70
b)
c)
Machinery
Material
Crushed stone aggregate 20 mm nominal size 59 % Coarse sand 30 per cent Cement 11 per cent
467
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3 KL
4 30.00
1
Cost of water
RBR-TSRA-30
30
Rate Rs. 5
Amount Rs. 6
Remarks 7
d&e) Overheads & Contractors Profit Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/360 Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 MORTH A Using Concrete Mixer
Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)
Labour
Mate
day
-
Mason
day
2.00
Mazdoor
day
16.72
Kerb casting machine @ 50 metres/hour for laying kerb and hour channel hour Concrete mixer 0.48/0.28 hour Water tanker6 KL capacity c) Material cum Crushed stone aggregate 20 mm nominal size 60% cum Coarse sand 30 per cent
6.00
b)
Machinery
Cement 10 per cent Cost of water
t KL
16.00 6.00 36.59 18.30 9.01 36.00
d&e) Overheads & Contractors Profit Cost for 360 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/300 B Using Concrete Batching and Mixing Plant
Unit = Running metre Taking output = 300 metre length Cement Concrete Cement concrete of grade M20= 17.48 cum Cement concrete of grade M10 for base = 23.18 cum Total Concrete = 40.66 cum a)
Labour
Mate
day
-
Mason
day
1.00
Mazdoor
day
2.12
Kerb casting machine @ 50 metres/hour for laying kerb and hour channel hour Concrete batching and mixing plant @ 15 cum/hr.
6.00
Water tanker6 KL capacity
hour
6.00
Tipper of 5.5 cum capacity
hour
6.00
Crushed stone aggregate 20 mm nominal size 60 %
cum
36.59
Coarse sand 30 per cent
cum
18.30
b)
c)
Machinery
2.70
Material
468
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3 t
4 9.01
KL
36.00
cum
3.00
1
Cement 10 per cent Cost of water
Rate Rs. 5
Amount Rs. 6
Remarks 7
d&e) Overheads & Contractors Profit Cost for 300 meter = a+b+c+d+e Rate per metre = (a+b+c+d+e)/300 RBR-TSRA-31
31
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified 809 MORTH Unit = Linear metre Taking output = 10 m (i) a) M 20 grade concrete M 20 grade concrete b)
Labour
Mate
day
-
Mazdoor
day
1.04
t
0.28
sqm
0.32
c)
Material
HYSD steel reinforcement including dowel bars Pre-moulded asphalt filler board d&e) Overheads & Contractors Profit Cost for 10 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/10
RBR-TSRA-32
32
Note : i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. Metal Beam Crash Barrier A Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 MORTH Unit = Running metre Taking output = 4.5 metre length a)
Labour
Mate
day
-
Blacksmith
day
0.50
Mazdoor
day
1.06
hour
0.10
kg
41.21
kg
88.56
kg
16.24
kg
20.00
b)
Machinery
Tractor-trolley c)
Material
Corrugated sheet,3 mm thick, "W" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm,1.8 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.33 m long, 3 Nos @ 16.4 kg per metre Nuts and bolts Add 25 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d&e) Overheads & Contractors Profit Cost for 4.5 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/4.5 B Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 MORTH
Unit = Running metre
469
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
1
Rate Rs. 5
Amount Rs. 6
Remarks 7
Taking output = 4.5 metre length a)
Labour
Mate
day
-
Blacksmith
day
0.50
Mazdoor
day
1.06
hour
0.10
kg
72.94
kg
98.40
kg kg
26.86 30.00
b)
Machinery
Tractor-trolley c)
Material
Corrugated sheet,3 mm thick, "Thrie" beam section railing,4.5 m in length Channel post 150 x 75 x 5 mm, 2 m long,3 Nos @ 16.4 kg per metre Spacer 150 x 75 x 5 mm channel 0.546 m long,3 Nos Nuts and bolts Add 15 per cent of the cost of material for fabrication, nuts, bolts and washers etc.) d&e) Overheads & Contractors Profit Cost for 4.5 metre = a+b+c+d+e Rate per metre= (a+b+c+d+e)/4.5
Note : In the case of median crash barrier, 'W' metal beam or thrie beam section should be provided on both sides of the vertical posts fixed in the median. Extra provision for metal beam railing and spacer is required to be made when fixed in the median depending on approved design.
RBR-TSRA-33
33
Road Traffic Signals electrically operated Note : Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing.
RBR-TSRA-34
34
Flexible Crash Barrier, Wire Rope Safety Barrier (Suggestive) Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.
Unit = Running metre Taking output = 15 metre a) Labour Mate Mazdoor
day day
2.12
470
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3 day
4 1.00
kg
190.00
kg kg
46.00
1
Blacksmith b) Material i) RS Joist 100 x 75 mm - 16.5 m @ 11.5 kg per metre ii) Struts - 2 Nos. for terminal posts,2 m long each 2 x 2 x 11.50
RBR-TSRA-35
Rate Rs. 5
Amount Rs. 6
Remarks 7
188.40 iii) Tie 2 Nos. of 8 mm steel plate,1.5 sqm each for terminal posts @ 62.80 kg/sqm (2 x 1.5) 65.00 iv) Steel wire rope 40 mm, including 7.50 per cent extra for kg fixing at ends 15 x 4 x 1.075 @ 1 kg per m Add 5 per cent of cost of material for drilling, gripping, fixing, fabrication and welding consumables c) Painting sqm 16.50 Applying 2 coats of painting on exposed surface d) Machinery hour 0.25 Tractor-trolley e&f) Overheads & Contractors Profit Cost for 15 m = a+b+c+d+e+f Rate per m = (a+b+c+d+e+f)/15 Note : The items of excavations and cement concrete works will be measured and included separately as per the approved designs and drawings. 35 8.3 Anti-Glare Devices in Median A Plantation Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, these plants provide a pleasant environment and are ecofriendly. The rate for this item is available in the chapter 11 on horticulture. B Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings.
Unit = Running metre Taking output = one metre a)
Labour
Mate
day
-
Mazdoor
day
0.104
metre
16.00
kg
4.32
kg
4.80
sqm
1.83
b)
Material
i) 25 mm steel pipe ii) MS sheet for 600 x 300 x 3 mm rectangular vane, one number @ 24kg/sqm iii) MS sheet for 250 mm dia circular vane 3 mm thick, 4 numbers @ 24 kg/sqm Add 5 per cent cost of material for fabrication, welding, bending, nuts, bolts etc c) Painting Applying 2 coats of painting on exposed surface d&e) Overheads & Contractors Profit Rate per metre = a+b+c+d+e
Note : The items of excavation and cement concrete as per approved design to be measured and paid separately
471
RBR-TSRA Index-code
S. No 1
Description
2 C Anti-glare screen with rectangular vane of MS sheet
Unit
Quantity
3
4
Rate Rs. 5
Amount Rs. 6
Remarks 7
Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings
Unit = Running metre Taking output = 1.50 metre a)
Labour
Mate
day
-
Mazdoor
day
0.104
kg kg
10.58 9.00
hour
0.10
sqm
0.85
b)
Material
i) Angle iron post,50 x 50 x 6 mm, length 2.35 m ii) MS sheet 3 mm thick @ 24 kg/sqm Add 5 % of cost of material for fabrication, nuts, bolts etc
c)
Machinery
Tractor-trolley d)
Painting
Applying 2 coats of painting e&f) Overheads & Contractors Profit Cost for 1.5 m = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/1.50
Note : The items of excavation and cement concrete as per approved design to be measured and paid separately. Rate of painting has been analaysed separately in this chapter.
RBR-TSRA-36
36
Street Lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.
Unit = Each Taking output = one light a) Labour Mate Mazdoor Electrician
day day day
0.53 0.25
i) Steel circular hollow pole of standard specification for street each lighting to mount light at 9 m height above road level each ii) Sodium vapour lamp
1.00
b)
Material
1.00
Add 5 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting For Fixing in Median Providing two coats of aluminum paint over steel circular sqm hollow pipe with overhang on both sides For fixing in Footpath
5.75
Providing two coats of aluminum paint over steel circular sqm hollow pipe with overhang on one side (i) For Fixing in Median
4.63
d&e) Overheads & Contractors Profit Rate per light for fixing in Median= a+b+c+d+e (ii) For fixing in Footpath Rate per light for Fixing in Footpath = a+b+c+d+e Note : The items of excavation and cement concrete foundation will be measured and included separately in the estimate as per approved design and drawing. The rate for painting has been analysed in this chapter.
472
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
1
RBR-TSRA-37
37
Rate Rs. 5
Amount Rs. 6
Remarks 7
Lighting on Bridges Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp Unit = Each Taking output = one light a)
Labour
Mate
day
-
Mazdoor
day
0.42
Electrician
day
0.20
i) Steel circular hollow pole of standard specification for each street lighting to mount light at 5 m above deck level each ii) Sodium vapour lamp 70 watt
1.00
b)
Material
1.00
Add 1 per cent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc c) Painting Providing two coats of aluminum paint over steel circular sqm hollow pipe d&e) Overheads & Contractors Profit Rate per light = a+b+c+d+e
RBR-TSRA-38
2.76
Note : The items of cement concrete to be measured and paid separately as per approved design. The rate for painting has already been analysed in this chapter. Cable Duct Across the Road
38
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. i
Single row for one utility service Unit = Running metre Taking output = 20metres a) Random Rubble masonry/Brick masonry in cement cum mortar 1:6 for head wall both side (11.6 in Chapter 11) b)
2.36
Labour
Mate
day
-
Mazdoor
day
1.00
Mazdoor skilled
day
0.30
metre
20.00
c)
Material
Reinforced Cement Concrete pipe 300 mm dia NP2
Granular soil with PI less than 6 for bedding and sides of cum pipe (0.6 x 0.6 x 20 m)
7.20
Collar for joints 300 mm dia
each
9.00
Cement mortar 1:2 for joints (Rate as in Sub analysis)
cum
0.02
hour
0.50
d)
Machinery
Tractor-trolley e&f) Overheads & Contractors Profit Cost for 20 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/20
473
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
1 ii
Rate Rs. 5
Amount Rs. 6
Remarks 7
Double row for two utility services Unit = Running metre Taking output = 20metres a) Random Rubble brick/Brick masonry in cement cum mortar 1:6 for head wall both sides. b)
3.37
Labour
Mate
day
-
Mazdoor
day
2.00
Mazdoor skilled
day
0.30
metre
40.00
c)
Material
Reinforced Cement Concrete pipe 300 mm dia
Granular soil with PI less than 6 for bedding and sides of cum pipe (0.6 x 0.6 x 40 m)
14.40
Collar for joints 300 mm dia
each
18.00
Cement mortar 1:2 for joints (Rate as in Sub analysis)
cum
0.04
hour
1.00
a) Random Rubble brick/Brick masonry in cement cum mortar 1:6 for head wall both sides.
4.38
d)
Machinery
Tractor-trolley e&f) Overheads & Contractors Profit Cost for 20 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/20 iii Triple Row for three utility services
Unit = Running metre Taking output = 20metres
b)
Labour
Mate
day
-
Mazdoor
day
3.00
Mazdoor skilled
day
1.16
metre
60.00
c)
Material
Reinforced Cement Concrete pipe 300 mm dia
Granular soil with PI less than 6 for bedding and sides of cum pipe (0.6 x 0.6 x 60 m)
21.60
Collar for joints 300 mm dia
each
27.00
Cement mortar 1:2 for joints (Rate as in Sub analysis)
cum
0.06
hour
1.50
d)
Machinery
Tractor-trolley e&f) Overheads & Contractors Profit Cost for 20 metre = a+b+c+d+e+f Rate per metre = (a+b+c+d+e+f)/20
Note : 1. Inspection chamber at both ends is the responsibility of the agency who is laying the duct. Hence not included. 2. The rates for stone masonry / brick masonry and cement mortar to be adopted from respective clauses. Sub Analysis : Cement Mortar 1:2 Unit = cum (a) Material t 0.72 Cement cum 1.05 Sand (b) Labour day Mate day 0.2 Mazdoor (Unskilled) day Bhisti Total material and labour = (a+b)
474
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
day day day
2.12 1.00
Aluminum alloy/galvanised steel including 5 % wastage Add 15 % of cost of material for fabrication and erection. Add 1% of cost of material for nuts, bolts and welding c) Machinery
tonne
1.05
Truck 10 tonne
hour
1.00
1
RBR-TSRA-39
39
Rate Rs. 5
Amount Rs. 6
Remarks 7
Highway Patrolling and Traffic Aid Post It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. The organisation and financial aspect are required to be finalised in consultation with administrative and traffic authorities .
40
Items Related to Underpass/ Subway/ Overhead Bridge/ Overhead Foot Bridge
RBR-TSRA-40
The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings RBR-TSRA-41
41
Traffic Control System and Communication System Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived as per approved design and drawing. As regards the locations where such devices are required to be installed, the traffic control authority should be consulted to finalise the location
42
Gantry Mounted Variable Message Sign Board
iii
RBR-TSRA-42
Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminum alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 Gantry Support System Unit = tonne Taking output=1 tonne a) Labour Mate Mazdoor Blacksmith b) Material
d&e) Overheads & Contractors Profit Rate per tonne = a+b+c+d+e iii Message Display Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages. This is a specilised commercial product and the lumpsum rate including erection at site is required to be as certained from the market and including in the rate analysis. The size of the board will vary depending upon specific location. The rate for the gantry mounted variable sign would be the addition of cost of gantry support system as per approved design determined at (i) above and the cost of message display board as certained from the market at (ii) above
475
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
1
RBR-TSRA-43
43
Rate Rs. 5
Amount Rs. 6
Remarks 7
Traffic Impact Attenuators at Abutments and Piers A With Scrap Tyres
Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings. Unit = sqm Taking output = 20sqm a)
Labour
Mate
day
-
Mazdoor
day
1.58
Blacksmith
day
0.25
b)
Material
Scrap tyres of size 900 x 20 20 mm steel wire rope
each
80.00
kg
150.00
hour
3.00
day day day
3.13 0.25
each
50.00
each cum kg
50.00 8.00 15.00
hour
2.00
day day
2.60
each KL kg
40.00 12.00 100.00
Add 1 per cent of cost of wire rope for clamps etc. c)
Machinery
Tractor-trolley d&e) Overheads & Contractors Profit Cost for 20 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/20 B Using Plastic/Steel Barrel, Filled with Sand Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings
Unit = sqm Taking output = 20sqm a) Labour Mate Mazdoor Blacksmith b) Material Plastic barrels or Steel barrels Sand 20 mm steel wire rope Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley d&e) Overheads & Contractors Profit Cost for 20 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/20 C With HI - DRO cell Sandwich (Patented) (In this patented HI - DRO cell system, water gets discharged from plastic tubes on impact over a pre-determined time, thus absorbing the energy) Providing and installing a patentend HI - DRO cell system as a traffic impact attenuators, using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three rows, filled with water and tied with a 20 mm steel wire rope
Unit = sqm Taking output = 10sqm a) Labour Mate Mazdoor b)
Material
Plastic tubes 50 cm dia,1.2 m high Cost of water 20 mm steel wire rope
476
RBR-TSRA Index-code
S. No 1
RBR-TSRA-44
Description
Unit
Quantity
2
3
4
hour hour
2.00 2.00
day day day day
0.02 0.25 0.50 0.25
kg kg litre
25.00 15.00 0.50
Add 1 per cent of cost of wire rope for clamps etc. c) Machinery Tractor-trolley Water tanker6 KL capacity d&e) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10 Portable Barricade in Construction Zone
44
Rate Rs. 5
Amount Rs. 6
Remarks 7
Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 Unit = each Taking output = one steel portable barricade a)
Labour
Mate Mazdoor Painter Welder b) Material Angle iron 45 x 45 x 5 mm MS sheet 300 mm wide,2.5 m long and 2.6 mm thick Paint Add 2 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c&d) Overheads & Contractors Profit Rate per barricade = a+b+c+d RBR-TSRA-45
45
Permanent Type Barricade in Construction Zone A
With steel components+C1454 Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of 450, complete as per IRC:SP:55-2001 Unit = each Taking output = one barricade a)
Labour
Mate
day
-
Mazdoor
day
0.35
Painter
day
0.60
Welder
day
0.30
kg kg litre
15.00 50.00 1.00
b)
Material
Angle iron 50 x 50 x 5 mm, 2 m long, 2 Nos. MS sheet of 12 SWG,3 Nos of 200 mm width and 4 m length
Paint Add 1 per cent of cost of steel for welding consumables, nuts & bolts and drilling holes c&d) Overheads & Contractors Profit Rate per barricade = a+b+c+d
477
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
1
2
3
4
day day day day
0.35 0.60 0.60
cum
0.18 1.00%
Rate Rs. 5
Amount Rs. 6
Remarks 7
B With wooden components Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white strips, 150 mm in width at an angle of 450, complete as per IRC:SP:55-2001
Unit = each Taking output = one barricade a) Labour Mate Mazdoor Painter Carpenter b) Material Timber Add 1percent of cost of timber for nuts & bolts, nails, etc. c&d) Overheads & Contractors Profit Rate per barricade = a+b+c+d C With bricks Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips Unit = each Taking output = one barricade a)
Labour
Mate
day
-
Mazdoor
day
3.24
Painter
day
1.00
Mason
day
2.00
each
1800.00
kg
22.00
Sand
cum
0.09
Paint
litre
1.25
b)
Material
Brick Cement
c&d) Overheads & Contractors Profit Rate per barricade = a+b+c+d RBR-TSRA-46
46
Drum Delineator in Construction Zone Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 Unit = each Taking output = one drum delineator a)
Labour
Mate
day
-
Mazdoor
day
0.27
Painter
day
0.25
Steel drum 300 mm dia 1.2 m high/empty bitumen drum
each
1.00
Paint
litre
0.50
b)
Material
c&d) Overheads & Contractors Profit Rate per drum delineator = a+b+c+d
478
RBR-TSRA Index-code
S. No
Description
Unit
Quantity
2
3
4
day day
1.04
each each
1.00 1.00
1
RBR-TSRA-47
47
Rate Rs. 5
Amount Rs. 6
Remarks 7
Flagman Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic
Unit = each Taking output = one flagman a) Labour Mate Mazdoor b) Material Flag of red color cloth 600 x 600 mm Wooden staff for fastening of flag 25 mm dia, one m long
c&d) Overheads & Contractors Profit Rate per flagman = a+b+c+d
BARRICADING ARRANGEMENTS - MADE BY R&B DEPT 48
RBR-TSRA-48
Providing barricading arrangements with casuria posts for vertical to be fixed at 3 mts (10'.0") intervals duly excavating a pitt fixing the vertical post firmly in the pit with excavated earth and metal for additional gap, tying two horizontal casuarinas posts to the verticals with coconut rope firmly. Dismantling the barricading after the programmed including conveyance of all material, all labour charges, hire charges of casurina posts, cost of coconut rope and all other incidental charges etc., complete for finished item of work and as directed by the Engineer-in- Charge.
2 TIER FOR 2 DAYS : Labour charges for digging pits fixing vertical post in the excavated earth using crow bars for additional grip, tying horizontal posts two rows with coconut ropes firmly as directed by the departmental officer and dismantling the entire work after the programme is over. day Mazdoor (Unskilled) Hire charges of vertical posts (2M long) Rs. 1.00 per day I.E., 2daysX1.00 Hire charges of horizontal post of 4M long 100/4=25X2=50 Nos Rs. 2.50 per day I.e., 2X2.50 Cost of coconut rope (55X2X2.00M=220RM) Conveyance of vertical posts and horizontal posts including loading and unloading at site and vice versa for two operations.(55+50) Mazdoor's (Unskilled) (NMR) for maintenance of barricading such as refixing fallen posts if any in position including watch and ward-3 shifts at 3 Nos. for each shift (1 no. for 600RM) 9/1800X2daysX100M=1No
9.000
Each
34.000
Each
50.000
RM Each
220.000 84.000
1.000
Rate per 100 RM Rate per 1RM
49
RBR-TSRA-49
Total Providing barricading arrangements with casuria posts for vertical to be fixed at 3 mts (10'.0") intervals duly excavating a pit fixing the vertical post firmly in the pit with excavated earth and metal for additional gap, tying three horizontal casuarina posts to the verticals with coconut rope firmly. Dismantling the barricading after the programme including conveyance of all material, all labour charges, hire charges of casurina posts, cost of coconut rope and all other incidental charges etc., complete for finished item of work and as directed by the Engineer -in- Charge.
3 TIER FOR 2 DAYS : Labour charges for digging pits fixing vertical post in the excavated earth using crow bars for additional grip, tying horizontal posts two rows with coconut ropes firmly as directed by the departmental officer and dismantling the entire work after the programme is over.
Mazdoor (Unskilled) For tying third horizontal row Mazdoor (Unskilled)
day
9.000
day
1.000
479
RBR-TSRA Index-code
S. No 1
Description
Unit
Quantity
2
3
4 34.000
Hire charges of vertical posts (2M long) Rs. 1.00 per day I.E., 2daysX1.00 Hire charges of horizontal post of 4M long 100/4=25X3=75 Nos Rs. 2.50 per day I.e., 2X2.50 RM Cost of coconut rope (55X3X2.00M=330RM) Conveyance of vertical posts and horizontal posts including Each loading and unloading at site and vice versa for two operations.(55+75) Mazdoor's (Unskilled) (NMR) for maintenance of barricading such as refixing fallen posts if any in position including watch and ward-3 shifts at 3 Nos. for each shift (1 no. for 600RM) 9/1800X2daysX100M=1No Rate per 100 RM Rate per 1RM 50
RBR-TSRA-50
Rate Rs. 5
Amount Rs. 6
Remarks 7
75.000 330.000 130.000
1.000
Providing barricading arrangements with casuria posts for vertical to be fixed at 3 mts (10'.0") intervals duly excavating a pitt fixing the vertical post firmly in the pit with excavated earth and metal for additional gap, tying two horizontal casuarina posts to the verticals with coconut rope firmly. Dismantling the barricading after the programme including conveyance of all material, all labour charges, hire charges of casurina posts, cost of coconut rope and all other incidental charges etc., complete for finished item of work and as directed by the Engineer -in- Charge.
2 TIER FOR 15 DAYS : Labour charges for digging pits fixing vertical post in the excavated earth using crow bars for additional grip, tying horizontal posts two rows with coconut ropes firmly as directed by the departmental officer and dismantling the entire work after the programme is over. Mazdoor (Unskilled) Hire charges of vertical posts (2M long) for 15 days at Rs. 1.00 per day Hire charges of horizontal post of 4M long for 15 days at Rs.2.50 per day 100/4=25X2=50 Nos Cost of coconut rope (55X2X2.00M=220RM) Conveyance of vertical posts and horizontal posts including loading and unloading at site and vice versa for two operations.(55+50)
day Each
9.000 55.000
Each
50.000
RM Each
220.000 105.000
Mazdoor's (Unskilled) (NMR) for maintenance of barricading such as refixing fallen posts if any in position including watch and ward-3 shifts at 3 Nos. for each shift (1 no. for 600RM) 2X9/1800X15daysX100M=15 Nos
15.000
Compensation for damaged posts Rate per 100 RM Rate per 1RM 51
RBR-TSRA-51
Providing barricading arrangements with casuria posts for vertical to be fixed at 3 mts (10'.0") intervals duly excavating a pitt fixing the vertical post firmly in the pit with excavated earth and metal for additional gap, tying two horizontal casuarina posts to the verticals with coconut rope firmly. Dismantling the barricading after the programme including conveyance of all material, all labour charges, hire charges of casurina posts, cost of coconut rope and all other incidental charges etc., complete for finished item of work and as directed by the Engineer -in- Charge.
3 TIER FOR 15 DAYS : Labour charges for digging pits fixing vertical post in the excavated earth using crow bars for additional grip, tying horizontal posts two rows with coconut ropes firmly as directed by the departmental officer and dismantling the entire work after the programme is over. day Mazdoor (Unskilled) For tying third horizontal row day Mazdoor (Unskilled) Hire charges of vertical posts (2M long) Rs. 1.00 per day Each I.E., 15daysX1.00 Hire charges of horizontal post of 4M long 15 days at Rs. Each 2.50 per day 100/4=25X3=75 Nos RM Cost of coconut rope (55X3X2.00M=330RM) Conveyance of vertical posts and horizontal posts including loading Each and unloading at site and vice versa for two operations.(55+75) Mazdoor's (Unskilled) (NMR) for maintenance of barricading such as refixing fallen posts if any in position including watch and ward-3 shifts at 3 Nos. for each shift (1 no. for 600RM) 2X9/1800X15daysX100M=15 Nos
9.000 1.000 55.000 75.000 330.000 130.000
15.000
Compensation for damaged posts Rate per 100 RM Rate per 1RM
480
RBR-TSRA Index-code
S. No 1 52
RBR-TSRA-52
Description
Unit
2 3 Providing barricading arrangements with iron posts (Departmental Material) for vertical to be fixed at 3 mts (10'.0") intervals duly excavating a pit fixing the vertical post firmly in the pit with excavated earth and metal for additional gap, fixing three horizontal iron posts to the verticals with bolts & nuts firmly. Dismantling the barricading after the programme including conveyance of all material, all labour charges, cost of bolts and nuts and all other incidental charges etc., complete for finished item of work and as directed by the Engineer -inCharge.
Quantity 4
Rate Rs. 5
Amount Rs. 6
Remarks 7
3 TIER FOR 2 DAYS :
Labour charges for digging pits fixing vertical post in the excavated earth using crow bars for additional grip, tying horizontal posts two rows with bolts & nuts firmly as directed by the departmental officer and dismantling the entire work after the programme is over. day Mazdoor (Unskilled) Cost of bolts and nuts for fixing horizontal posts to vertical Each posts.(55X3=165 Nos) Mazdoor's (Unskilled) (NMR) for maintenance of barricading such as refixing fallen posts if any in position including watch and ward-3 shifts at 3 Nos. for each shift (1 no. for 600RM) 9/1800X2daysX100M=1No
Conveyance of iron posts from stock place to various points of barricading Rate per 100 RM Rate per 1RM
53
RBR-TSRA-53
8.000 165.000 1.000
LS
Providing barricading arrangements with iron posts (Departmental Material) for vertical to be fixed at 3 mts (10'.0") intervals duly excavating a pit fixing the vertical post firmly in the pit with excavated earth and metal for additional gap, fixing three horizontal iron posts to the verticals with bolts & nuts firmly. Dismantling the barricading after the programme including conveyance of all material, all labour charges, cost of bolts and nuts and all other incidental charges etc., complete for finished item of work and as directed by the Engineer -inCharge.
3 TIER FOR 15 DAYS : Labour charges for digging pits fixing vertical post in the excavated earth using crow bars for additional grip, tying horizontal posts three rows with bolts & nuts firmly as directed by the departmental officer and dismantling the entire work after the programme is over. day Mazdoor (Unskilled) Cost of bolts and nuts for fixing horizontal posts to vertical Each posts.(55X3=165 Nos) Mazdoor's (Unskilled) (NMR) for maintenance of barricading such as refixing fallen posts if any in position including watch and ward-3 shifts at 3 Nos. for each shift (1 no. for 600 RM) 9/1800X15daysX100M=7.5 No Conveyance of iron posts from stock place to various points of barricading
8.000 165.000 7.500
LS
Rate per 100 RM Rate per 1RM General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
481
RBR_FNDN
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 11 FOUNDATION Index-code
RBR-FNDN-1
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
1
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H (I) Ordinary soil (A) Manual Means (i) Upto 3 m depth Unit = cum Taking output = 10 cum a) Labour day Mate day Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10
3.64
Note : 1. Cost of dewatering may be added, where required, up to 5 per cent of labour cost. Assessment for dewatering shall be made as per site conditions. 2. The cost of shoring and shuttering, where needed, may be added on cost of excavation for open foundation. 3. The excavated earth if found suitable, can be used partly for backfilling in trenches & partly for road work. Hence cost of disposal has not been added except for marshy soil. This note is common to all cases of item 11.1 excluding 11.1 V (B) Mechanical Means i
Upto 3 m depth Unit = cum Taking output = 240 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Hydraulic Excavator 1 cum bucket capacity c&d) Overheads & Contractors Profit Cost for 240 cum = a+b+c+d Rate per cum = (a+b+c+d)/240
day
-
day
8.32
hour
6.00
Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions. ii
3 m to 6 m depth Unit = cum (A) Manual Means a) Labour Mate / Supervisor Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10
day
-
day
4.68
Note : 1. Cost of dewatering may be added, when needed, up to 5 per cent of labour cost. 2. Cost of shoring and shuttering, where needed, may be taken @ 10 per cent on cost of excavation for open foundation.
484
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
1 B
Mechanical Means Unit = cum Taking output = 210 cum a) Labour Mate
day
-
Mazdoor (Unskilled)
day
8.32
b) Machinery Hydraulic excavator 1.0 cum bucket capacity
hour
6.00
c&d) Overheads & Contractors Profit Cost for 210 cum = a+b+c+d Rate per cum = (a+b+c+d)/210 Note : Cost of dewatering upto 5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions. iii Depth above 6 m (A) Manual Means
Unit = cum Taking output = 10 cum a) Labour Mate/Supervisor Mazdoor (Unskilled)
day
-
day
6.24
b&c) Overheads & Contractors Profit Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10 Note : 1. Cost of dewatering may be added where required upto 5 per cent of labour cost. B
Assessment for dewatering shall be made as per site conditions.. Mechanical Means Unit = cum Taking output = 180 cum a) Labour Mate
day
-
Mazdoor (Unskilled)
day
10.40
b) Machinery Hydraulic excavator 1.0 cum bucket capacity
hour
6.00
c&d) Overheads & Contractors Profit Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180 Note : 1. Cost of dewatering upto 5 per cent of (a+b) may be added, where required.
Assessment for dewatering shall be made as per site conditions.. 2. Labour provided for excavation by mechanical means includes that required for trimming of bottom and side slopes. (II) Ordinary rock (not requiring blasting) (A) Manual Means Upto 3 m depth Unit = cum Taking output = 10 cum a) Labour day Mate day 5.20 Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = a+b+c Rate per cum = (a+b+c)/10 Note : Cost of dewatering upto 5 per cent of labour cost may be added, where required as per site condition.
485
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
(B) Mechanical Means Upto 3 m depth Unit = cum Taking output = 180 cum a) Labour Mate
day
-
Mazdoor (Unskilled)
day
6.24
b) Machinery Hydraulic Excavator 1 cum bucket capacity
hour
6.00
c&d) Overheads & Contractors Profit Cost for 180 cum = a+b+c+d Rate per cum = (a+b+c+d)/180 Note : 1. Cost of dewatering upto 5% of a+b may be added, where required, up to 10 per cent of labour cost. Assessment for dewatering shall be made as per site conditions.
2. in case of rock foundation beyond 3 m is not dug and hence not included. (III) Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock Unit = cum Taking output = 10 cum a) Labour Mate Driller Blaster Mazdoor (Unskilled) b) Machinery Air compressor 210 cfm / 250 cfm with 2 jack hammers for drilling at 15 cum per hour c) Material Gelatin 80% Detonator electric d&e) Overheads & Contractors Profit Cost for 10 cum = a+b+c+d+e Rate per cum = a+b+c+d+e)/10 Note : 1. Cost of dewatering @ 5 per cent of (a+b) may be added, where required as per site condition. 2. No limitation of depth in MORTH
day
-
day
0.50
day
0.25
day
8.35
hour
1
kg
3.50
Nos.
14.00
(IV) Hard rock (blasting prohibited)
Upto 3 m depth including 1.5 m depth in hard rock Unit = cum Taking output = 10 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Air compressor 210 cfm / 250 cfm with 2 jack hammers of hour pneumatic breaker at 1 cum per hour c&d) Overheads & Contractors Profit Cost for 10 cum = a+b+c+d Rate per cum = a+b+c+d)/10
5.20 6.00
Note : Cost of dewatering up to 5 per cent of (a+b) may be added, where required as per site conditions. 2. in case of rock foundation beyond 3 m is not dug and hence not included. (MORTH)
486
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(V) Marshy soil
Unit = cum Taking output = 10 cum a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 cum = a+b+c Rate per cum = a+b+c)/10
day
-
day
15.60
Note : Cost of dewatering @ 5 per cent of (a) may be added. Shoring and shuttering @ 15 per cent of (a) may be added where required. Since marshy soil cannot be used in filling in trenches, it shall be removed and replaced by approved quality of soil. The labour cost includes labour input for disposal of marshy soil from excavated pit with a lead upto 50 m lead. Marshy soil is generally available upto 3 m depth. The rate has, therefore, been done upto 3 m depth of excavation. For deeper excavation refer analysis in item (i) to (iv) of ordinary soil. (a) Marshy soil
Including Refilling with selected earth conveyed from 1000 M lead through Tractor Trally. Unit = cum Taking output = 10 cum (A) Manual Means (upto 3 m depth) a) Labour Mate / Supervisor
day
-
Mazdoor (Unskilled)
day
10.40
b) Machinery Tractor - Trally
hour
2.67
c) Material Selected earth for refilling with conveyance from 1000m
cum
5.00
d&e) Overheads & Contractors Profit Cost for 10 cum = a+b+c+d+e Rate per cum = a+b+c+d+e)/10 Note : 1. Cost of dewatering @ 5 per cent of (a) may be added. Assessment for dewatering shall be made as per site conditions. 2. Shoring and shuttering @ 15 per cent of (a) may be added where required. 3. It is assumed, that Marshy soil will be available upto 3 m depth only. For deeper excavation below 3m depth, refer analysis in item (i) to (iv) for ordinary soil. (B) Mechanical Means a) Labour Mate
day
Mazdoor for dressing sides, bottom and back filling day (Unskilled)
2.08
b) Machinery Hydraulic Excavator 1 cum bucket capacity @ 60 cum / hour
hour
0.17
Tipper 5.5 cum capacity, 4 trips per hour
hour
0.45
c) Material Selected earth for refilling
cum
5.00
d&e) Overheads & Contractors Profit Cost for 10 cum = a+b+c+d+e Rate per cum = a+b+c+d+e)/10 Note :1. Cost of dewatering @ 5 per cent of (a+b) may be added where required. Assessment for dewatering shall be made as per site conditions.
2. Shoring and shuttering @ 10 per cent of (a+b) may be added where required. 3. It is assumed, that Marshy soil will be available upto 3 m depth only. For deeper excavation below 3m depth, refer analysis in item (i) to (iv) for ordinary soil.
487
RBR_FNDN
Index-code
S. No 1
Description
2 VI Back Filling in Marshy Foundation Pits
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Unit : Cum Taking Output : 6 cum a) Labour day Mate Mazdoor (Unskilled) for dressing sides, bottom and day backfilling b) Machinery hour Tractor-trolley for transportation c&d) Overheads & Contractors Profit Cost for 6 cum = a+b+c+d Rate per cum = (a+b+c+d)/6 Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH
2
RBR-FNDN-2
3.12 2.00
I
Sand filling Unit = cum a) Labour day Mate day 0.31 Mazdoor (Unskilled) b) Material cum 1.00 Sand c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d II Earth filling (For marshy soil) Unit = cum Taking output = 6 cum a) Labour day Mate day 3.12 Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 6 cum = a+b+c Rate per cum = (a+b+c)/6 Note : Cost of transportation of good quality earth has not been included. Only labour for carrying carted earth with a lead of 50 m to the foundation pits has been taken in the rate. The cost of carted earth may be worked out separately if the same is not available from the adjoining area.
RBR-FNDN-3
3
Backfilling of foundation trenches shall normally be done with excavated earth. The cost of this operation is included in item 11.1. Only in case the excavated earth is not of suitable quality, sand filling or backfilling with carted earth may be resort to. Filling annular space around footing in rock as per technical specification Clause 1203.4.3. MORD Unit = cum P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) Unit = cum (a) Material t 0.275 Cement cum 0.48 Coarse sand cum 0.54 40 mm aggregate cum 0.27 20 mm aggregate cum 0.09 10 mm aggregate (b) Labour day Mate day 0.10 Mason (1st Class) day 2.36 Mazdoor (Unskilled) 4.00% (c) Formwork @ 4% on (a+b) d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e
488
RBR_FNDN
Index-code
S. No 1
Description
2 (a) Filling Annular Space Around Footing in Rock with CC 1:3:6 nominal mix using 40mm nominal size stone aggregate as pre Tech. Specification 304 & 2100 MORTH
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Unit = cum Taking out put = 1 cum Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per item 11.4. 4
RBR-FNDN-4
1
Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. I P.C.C grade M 10 (i) Nominal mix 1:3:6
Unit = cum (a) Material Cement
t
0.22
cum
0.45
cum
0.9
kl
1.2
day day day
0.1 1.39
Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water hour measuring device and preferably also with load cell. hour Water tanker 6 kl capacity
0.40
Coarse sand 40 mm aggregate Water (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery
(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f (ii) Nominal mix 1:3:6 (Hand mixing) (MORD) Unit = cum (a) Material t Cement cum Coarse sand cum 40 mm aggregate cum 20 mm aggregate cum 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled)
0.220 0.45 0.570 0.280 0.050
day
-
day day
0.10 2.36
(c) Formwork@4% on cost of material (a) and labour (b)
d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e II P.C.C grade M 15 (MORD) iii Nominal mix (1:2.5:5) (Mechanical Mixer) Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled)
0.13 4.00%
4.00%
t cum cum
0.275 0.48 0.48
cum
0.24
cum
0.08
day day
0.10
day
1.39
489
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
(c) Machinery hour Concrete mixer 0.4/0.28 cum capacity d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f
0.40 4.00%
Note : Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works. iv Nominal mix 1:2.5:5 (Hand mixing) (MORD)
Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Formwork @ 4% on (a+b) d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e V P.C.C. grade M 20 (MORD) (i) Nominal mix (1:2:4) (Mechanical Mixer) Unit = cum (a) Material Cement Sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) Bhisti (c) Machinery Concrete mixer 0.4/0.28 cum capacity (d) Formwork @ 4% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f (ii) Nominal mix 1:2:4 (Hand mixed) (MORD) Unit = cum (a) Material Cement Sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Formwork @ 4% out of material and labour (a+b) d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e
t
0.275
cum
0.48
cum
0.54
cum cum
0.27 0.09
day day day
0.10 2.36 4.00%
t
0.33
cum
0.45
cum
0.36
cum
0.36
cum
0.18
day
-
day
0.1
day
1.39
day hour
0.4 4.00%
t cum
0.33 0.45
cum
0.36
cum
0.36
cum
0.18
day
-
day
0.1
day
2.36 4.00%
490
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
B i
P.C.C grade M 15 (Design Mix) MORTH 12.8 A using 40 mm Graded Metal Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f ii P.C.C. grade M 20 (Design Mix) MORTH 12.8 B using 40 mm Graded Metal Unit = cum (a) Material Cement Sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA (d) Formwork @ 4% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f C i R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm Graded Metal (MORD) Unit = cum (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity (d) Formwork @ 4% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f
t
0.275
cum
0.45
cum
0.54
cum
0.27
cum
0.09
day
-
day
0.10
day
1.39
hour
0.40
hour
0.40 4.00%
t
0.343
cum
0.45
cum
0.36
cum
0.36
cum
0.18
day
-
day
0.1
day
1.39
hour
0.4
hour
0.4 4.00%
t
0.33
cum
0.45
cum
0.54
cum
0.36
day
-
day
0.1
day
1.39
hr / cum
0.4 4.00%
491
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
1 ii
R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH) CASE I : Using Concrete Mixer Unit = cum (a) Material t Cement cum Coarse sand cum 20 mm aggregate cum 10 mm aggregate (b) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) (c) Machinery hr / Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA (d) Formwork @ 4% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Case II : With Batching Plant, Transit Mixer and Concrete Pump (RCC M20) (Design Mix) (MORTH 12.8 C) Unit : cum Taking Output = 120 cum a) Material Cement Coarse Sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/ hour Generator 100 KVA Loader 1 cum capacity Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 km, L-lead in km Concrete Pump d) Formwork @ 4 per cent on cost of concrete i.e. cost of material, labour and machinery e&f) Overheads & Contractors Profit Cost for 120 cum = a+b+c+d+e+f Rate per cum = ( a+b+c+d+e+f )/120
D
cum hour
0.347 0.45 0.54 0.36 0.1 1.39 0.4 0.4 4.00%
tonne
41.66
cum
54.00
cum cum
64.80 43.20
day
0.84
day
3.00
day
18.00
hour
6.00
hour hour
6.00 6.00
hour t.km
15.00 300L
hour
6.00 4.00%
PCC Grade M25 using 40 mm Graded Metal (Design Mix) (MORTH 12.8 D) CASE I : Using Concrete Mixer Unit = cum Taking output = cum a) Material tonne Cement cum Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled)
0.40 0.45 0.36 0.36 0.18 0.1 1.39
492
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
hr / cum hour
0.40
1
c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA d) Formwork @ 3.75 per cent of (a+b+c) e&f) Overheads & Contractors Profit Rate for cum = a+b+c+d+e+f CASE II : With Batching Plant, Transit Mixer and Concrete Pump (M 25) (MORTH 12.8 D) Unit : cum Taking Output = 120 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader 1 cum capacity Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump
0.40 4.00%
tonne cum cum cum cum
47.95 54.00 43.20 43.20 21.60
day day day
3.00 18.84
hour hour hour hour tonne .km hour
6.00 6.00 6.00 15.00 300L
d) Formwork @ 3.75 per cent of cost of concrete i.e. cost of material, labour and machinery
6.00 3.75%
e&f) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e+f Rate per cum = (a+b+c+d+e+f)/120 E
R.C.C. grade M 25 (Design Mix) using 20 mm Graded Metal (MORD & MORTH 12.8 E)
Case 1 : Using Concrete Mixer Unit = cum (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) Bhisti (c) Machinery Concrete mixer 0.4/0.28 cum capacity
t
0.403
cum
0.45
cum
0.54
cum
0.36
day
-
day
0.1
day
1.39
day hr / cum
0.4 3.75%
(d) Formwork @ 3.75% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Case 2 : With Batching Plant, Transit Mixer and Concrete Pump (RCC M 25) (MORTH 12.8 E)
Unit: cum Taking Output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate
tonne cum cum
48.38 54.00 64.80
cum
43.20
493
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader 1 cum capacity 1 cum Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump d) Formwork @ 3.75 per cent on cost of concrete i.e. cost of material, labour and machinery e&f) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f )/120 F PCC Grade M 30 (MORTH 12.8 F) Design Mix using 40 mm Graded Metal CASE I : Using Concrete Mixer Unit = cum Taking output = cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA d) Formwork @ 3.5 per cent of (a+b+c) e&f) Overheads & Contractors Profit Rate for 1 cum = a+b+c+d+e+f CASE II : With Batching Plant, Transit Mixer and Concrete Pump (PCC M 30) Design Mix Unit : cum Taking Output = 120 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate
day
-
day
3.00
day
18.84
hour
6.00
hour
6.00
hour
6.00
hour
15.00
tonne .km
300L
hour
6.00 3.75%
tonne cum
0.405 0.45
cum
0.36
cum
0.36
cum
0.18
day
-
day
0.1
day
1.39
hour
0.4
hour
0.4 3.50%
tonne cum cum
48.60 54.00 43.20
cum cum
43.20 21.60
b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in tonne .km Kilometer hour Concrete Pump
3.00 18.84 6.00 6.00 6.00 15.00 300L 6.00
494
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
2
3
4 3.50%
t cum
0.407 0.45
cum
0.54
cum
0.36
d) Formwork @ 3.5 per cent of cost of concrete i.e. cost of material, labour and machinery e&f) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e+f Rate per cum = (a+b+c+d+e+f)/120 G
Amount Rs.
Remarks
5
6
7
R.C.C. grade M 30 Design Mix, using 20 mm Graded Metal (MORTH 12.8 G) Case 1 : Using Concrete Mixer Unit = cum (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA (d) Formwork @ 3.5% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Case 2 : With Batching Plant, Transit Mixer and Concrete Pump (RCC M 30) Design Mix Unit: cum Taking Output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader 1 cum capacity 1 cum Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer Concrete Pump d) Formwork @ 3.5 per cent on cost of concrete i.e. cost of material, labour and machinery e&f) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f )/120
H
Rate Rs.
day
-
day
0.1
day
1.39
hour
0.40
hour
0.40 3.50%
tonne cum
48.80 54.00
cum
64.80
cum
43.20
day
-
day
3.00
day
18.84
hour
6.00
hour
6.00
hour
6.00
hour
15.00
tonne .km
300L
hour
R.C.C. grade M 35 Design Mix using 20 mm Graded Metal (MORTH 12.8.H) Case 1 : Using Concrete Mixer Unit = cum (a) Material t Cement cum Coarse sand cum 20 mm aggregate cum 10 mm aggregate
6.00 3.50%
0.422 0.45 0.54 0.36
495
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
(b) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) (c) Machinery hour Concrete mixer 0.4/0.28 cum capacity hour Generator 33 KVA (d) Formwork @ 3% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Case 2 : With Batching Plant, Transit Mixer and Concrete Pump (RCC M35) Design Mix Unit: cum Taking Output = 120 cum a) Material tonne Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity 1 cum hour Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity lead beyond 1 Km, L - lead in Kilometer
t.km
hour Concrete Pump Vibrator d) Formwork @ 3 per cent on cost of concrete i.e. cost of material, labour and machinery e&f) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e+f Rate per cum (a+b+c+d+e+f )/120
0.1 1.39 0.40 0.40 3.00%
50.64 54.00 64.80 43.20 3.00 18.84 6.00 6.00 6.00 15.00 300L 6.00 3.00%
Note : Where ever concrete is carried out using batching plant, transit mixer, concrete pump, Admixtures @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. NOTE : Concrete used in any component or structure shall be specified by designation along with prescribed method of design of mix i.e., "Design Mix" or "Nominal Mix". For all items of concrete, only "Design Mix" shall be used, except where "Nominal Mix" concrete is permitted as per drawing or by the Engineer. "Nominal Mix" may be permitted only for minor bridges and culverts or other incidental construction where strength requirements are upto M 20 only. "Nominal Mix" may also be permitted for nonstructural concrete or for screed below open foundations. Note : Water : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing
purpose) keeping the site conditions Coarse Aggregate : Single grade nominal size can also be used instead of graded metal,
keeping the site conditions in view 5
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 MORD / 1300 MORTH with Second Class Bricks & Moulded Bricks
RBR-FNDN-5
I
Unit = cum Brick masonry in 1:3 cement mortar (a) Material Bricks Cement mortar 1:3 (Rate as per Sub-analysis) (b) Labour Mate Mason (1st Class)
Nos.
512
cum
0.2
day
-
day
0.89
496
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
1
2
3 day
4 1.8
t cum
0.48 1.05
Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Sub-analysis Cement mortar 1:3 (1 cement : 3 sand) Unit = cum (a) Material Cement Sand (b) Labour Mate Mazdoor (Unskilled) Total material and labour = (a+b) II Brick masonry in 1:4 cement mortar Unit = cum (a) Material Bricks Cement mortar 1:4 Rates as per sub-analysis (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Sub-analysis Cement mortar 1:4 (1 cement : 4 sand) Unit = cum (a) Material Cement Sand (b) Labour Mate Mazdoor (Unskilled) Total material and labour = (a+b) III Brick masonry in cement-lime-mortar (1:0.5:4.5) Unit = cum (a) Material Bricks Cement lime mortar rates as per sub-analysis (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Sub-analysis
day
-
day
0.2
Nos.
512
cum
0.2
Rate Rs.
Amount Rs.
Remarks
5
6
7
day day
0.89
day
1.8
t
0.36
cum
1.05
day
-
day
0.2
Nos.
512
cum
0.20
day
-
day
0.89
day
1.80
Cement-lime-mortar 1:0.5:4.5 (1 cement: 0.5 lime putty : 4.5 sand)
Unit = cum (a) Material t 0.38 Cement t 0.175 Lime putty cum 1.05 Sand (b) Labour day Mate day 3.05 Mazdoor (Unskilled) Total material and labour = (a+b) Note : i. To provide 512 Nos Bricks Traditional size 23 x 11 x 7 cms and 520 Nos Modular Bricks 19 x 9 x 9 cms ii. Compressive strength of individual Brick shall not be less than 70 kg / cm 2 6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 MORD and 1405 MORTH.
RBR-FNDN-6
Unit = cum Coursed rubble masonry (1st sort) (i) CRS 1st Sort in 1:3 cement mortar Unit = cum (a) Material Stone for C.R. masonry 1st sort Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) I
Cement mortar (1:3) (Rate as in item 11.5 I) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
cum
0.94
Nos.
0.16
cum
0.28
day
-
day
2.5
day
2.32
497
RBR_FNDN
Index-code
S. No 1
Description
2 (ii) CRS 1st Sort in 1:4 cement mortar
Unit = cum (a) Material Stone for C.R. masonry 1st sort Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) Cement mortar 1:4 (Rate as in item 11.5 II) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (iii) CRS First Sort in cement-lime-sand mortar (1:0.5:4.5) Unit = cum (a) Material Stone for C.R. masonry 1st sort Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) Cement lime mortar (Rate as in item 11.5 III) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
cum
0.94
Nos.
0.16
cum
0.28
day
-
day
2.5
day
2.32
cum
0.94
Nos.
0.16
cum
0.28
day
-
day
2.5
day
2.32
cum
0.94
Nos. cum
0.16 0.32
Note : Quantity of required chips has not been provided for separately as it is assumed that the same will be available from dressing of stones. II
Coursed rubble masonry (2nd sort)
(i) In 1:3 cement mortar
Unit = cum (a) Material Stone for C.R. masonry 2nd sort Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) Cement mortar (Rate as in item 11.5 I.) Water (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day
-
day
1.5
day
2.22
498
RBR_FNDN
Index-code
S. No 1
Description
2 (ii) CRS 2nd Sort in 1:4 cement mortar
Unit = cum (a) Material Stone for C.R. masonry 2nd sort Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) Cement mortar (Rate as in item 11.5 II) (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (iii) CRS 2nd Sort in cement-lime-mortar (1:0.5:4.5) Unit = cum (a) Material Stone for C.R. masonry 2nd sort
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
cum
0.94
Nos.
0.16
cum
0.32
day
-
day
1.5
day
2.22
cum
0.94
Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum)
Nos.
0.16
cement-lime-mortar (1:0.5:4.5) (Rate as in item 11.5 III)
cum
0.32
(b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d III Random Rubble Masonry (i) In 1:3 cement mortar Unit = cum (a) Material CR Stone Stone for R.R. masonry Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) Cement mortar (1:3) (Rate as in item 11.5 I) (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (ii) RR Masonry in cement mortar 1:4 Unit = cum (a) Material CR Stone Stone for R.R. masonry Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) Cement mortar (1:4) (Rate as in item 11.5 II) (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
day
-
day
1.50
day
2.22
cum
0.44
cum
0.5
Nos.
0.16
cum
0.33
day
-
day
1.2
day
2
cum
0.44
cum
0.5
Nos.
0.16
cum
0.33
day
-
day
1.2
day
2
499
RBR_FNDN
Index-code
S. No 1
7
RBR-FNDN-7
Description
2 (iii) RR Masonry in cement mortar 1:6
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Unit = cum (a) Material cum CR Stone cum Stone for R.R. masonry Nos. Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) cum Cement mortar (1:6) (Rate as in Sub Analysis) (b) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Sub Analysis : Cement Mortar 1:6 Unit = cum (a) Material t Cement cum Sand (b) Labour day Mate day Mazdoor (Unskilled) Total material and labour = (a+b) (iv) RR Masonry in cement lime mortar (1:0.5:4.5) Unit = cum (a) Material cum CR Stone cum Stone for R.R. masonry Nos. Through bond stone (7 nos 0.24 x 0.24 x 0.39 = 0.16 cum) cum Cement lime mortar (Rate as in item 11.5 III) (b) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Note : Quantity of required chips has not been provided for separately as it is assumed that the same will be available from dressing of stones Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t (a) Material HYSD bars including 5 per cent for overlaps and wastage
t
kg Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position day Mate day Blacksmith day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d
0.44 0.5 0.16 0.33 1.2 2
0.24 1.05 0.2
0.44 0.5 0.16 0.33 1.20 2.00
1.05 6.00
2.00 6.40
500
RBR_FNDN
Index-code
S. No 1
8
RBR-FNDN-8
Description
2 A Supplying, fitting and placing HYSD bar reinforcement in
foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily. Unit = t (a) Material HYSD bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position Welder Blacksmith Mazdoor (Unskilled) (c) Overheads on (a+b) (d) Contractor’s profit on (a+b+c) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t (a) Material TMT bars including 5 per cent for overlaps and wastage Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position Mate Blacksmith Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d A Supplying, fitting and placing TMT bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily. Unit = t (a) Material TMT bars including 2.5 per cent for wastage
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
t
1.025
each
70.000
Hr
10.00
kg
6.00
day
2.50
day
2.00
day
6.40
t
1.05
kg
6.00
day
-
day
2.00
day
6.40
t
each Welding Electrodes @ 5 per joint (14 joints / ton) Hr Welding Charges (Hire charges of Welding Machine) kg Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position day Welder day Blacksmith day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d
1.025 70.000 10.00 6.00
2.50 2.00 6.40
501
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
9
RBR-FNDN-9
10
RBR-FNDN-10
Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t (a) Material t 1.05 MS bars including 5 per cent for overlaps and wastage kg 6.00 Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position day Mate day 2.00 Blacksmith day 6.40 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d WELL FOUNDATION Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well as per Tech. Specification 1203 MORTH. A Assuming depth of water 1.0 m and height of island to be 1.25 m. Unit = 1 No Taking output = 1 No. a) Material cum 251.20 Earth (compacted) each 750.00 Sand bags b) Labour day Mate day 15.40 Mazdoor for filling sand bags, stitching and placing c) Machinery hour 20.00 Crane with grab 1 cum capacity Consumables @ 2.5 per cent of (c) above d&e) Overheads & Contractors Profit Rate per No. (a+b+c+d+e) Note : It is assumed that earth will be available within the working space of crane with grab bucket. B Assuming depth of water 4.0 m and height of island 4.5 m.
Unit = 1No Taking output = 1 No a) Material cum 904.32 Earth (compacted) each 6000.00 Sand bags each 95.00 Wooden ballies 8" Dia and 9 m long m 190.00 Wooden ballies 2" Dia for bracing b) Labour day Mate day 23.60 Mazdoor for piling 8" dia ballies for piling 8" dia ballies day 12.00 Mazdoor for bracing with 2" dia ballies day 110.00 Mazdoor for filling sand bags, stitching and placing c) Machinery hour 50.00 Crane with grab 1 cum capacity Consumables and other arrangements for piling ballies @ 2.5 per cent of (a+b+c). d&e) Overheads & Contractors Profit Rate per No. (a+b+c+d+e) Note : For other well diameters rate can be worked out on the basis of cross-sectional area of well. The diameter of the island shall be in the conformity with clause 1203.2 of MoRTH specifications. C Providing and constructing one span service road to reach island location from one pier location to another pier location as per Tech. Specification 1203 MORTH. Assuming span length 30 m, width of service road 10m and depth of water 1m Unit = 1 meter Taking output = 30 metre a) Material cum Earth each Sand bags
450.00 300.00
b) Labour Mate
day
-
Mazdoor (Unskilled) for filling sand bags, stitching and placing
day
6.24
hour
27.00
hour
28.00
c) Machinery Front end Loader 1 cum capacity Tipper 5.5 cum capacity d&e) Overheads & Contractors Profit
502
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
t
1.05
Kg
20.00
Cost for 30 m = (a+b+c+d+e) Rate per m = (a+b+c+d+e)/30 11
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification 1204, 1900 MORTH.
RBR-FNDN-11
Unit = 1 MT Taking output = 1 MT a) Material Structural steel in plates, angles, etc including 5 per cent wastage
Nuts & bolts b) Labour (for cutting, bending, making holes, joining, welding and erecting in position)
Mate Fitter Blacksmith Welder Mazdoor (Unskilled)
day
-
day
5.50
day
5.50
day
5.50
day
17.82
cum
1.00 20.00%
Electrodes, cutting gas and other consumables @ 10 per cent of cost of (a) above
Handling loading and unloading on (a) Hire charges of Welding machine on (a) c&d) Overheads & Contractors Profit Rate per MT (a+b+c+d) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification 1200, 1500 & 1700 MORTH. Unit = 1 cum Taking output = 1 cum
12
RBR-FNDN-12
A
Well Curb
(i) RCC M20 Grade Same as per 4.C.(ii) Case I, except for formwork which shall be@ 20 per cent of the cost of concrete instead of 4 per cent.
Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d) formwork @ 20 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate per m (a+b+c+d+e+f)
503
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
Case II : With Batching Plant, Transit Mixer and Concrete Pump as per 4.C.(ii) Case II Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d) formwork @ 20 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1.00 20.00%
(ii) RCC M25 Grade
Same as per 4.E except for formwork which shall be@ 20 per cent of the cost of concrete instead of 3.75 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d) formwork @ 20 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) as in 4.E cum
d) formwork @ 20 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) RCC M35 Grade Same as for 4(H) except for formwork which shall be@ 20 per cent of the cost of concrete instead of 3.0 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d) formwork @ 20 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) as in 4H
cum
d) formwork @ 20 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1.00 20.00%
1.00 20.00%
1.00 20.00%
1.00 20.00%
Note : If curb concrete is carried out within steel liner, cost of formwork shall be excluded. (B)
Well staining
I
PCC M15 Grade (Design Mix) using 40 mm Graded Metal Same as per 4 B(i) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d) formwork @ 10 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate per m (a+b+c+d+e+f) II PCC M20 Grade (Design Mix) using 40 mm Graded Metal Same as per 4 B(ii) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d) formwork @ 10 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate per m (a+b+c+d+e+f)
1.00 10.00%
1.00 10.00%
504
RBR_FNDN
Index-code
S. No 1
Description
2 III RCC M20 Grade (Design Mix) using 20 mm Graded Metal
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Same as per 4C (ii) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 4 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d) formwork @ 10 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum as per 4C (ii) d) formwork @ 10 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) IV PCC M25 Grade Design Mix Same as per 4D except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.75% Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
cum
10.00%
1.00
cum
1.00 10.00%
cum
1.00 10.00%
d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) V RCC M25 Grade Design Mix Same as per 4 E except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.75 % Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
1.00
10.00%
d) formwork @ 10 per cent of the cost of concrete e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
1.00 10.00%
d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum as in 4 E d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) VI PCC M30 Grade Design Mix Same as for 4 (F) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent.
1.00 10.00%
Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
cum
1.00 10.00%
505
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum as in 4 F d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) VII RCC M30 Grade Design Mix Same as for 4(G) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3.5 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
cum
1.00 10.00%
1.00 10.00%
d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum as in 4G d) formwork @ 10 per cent of the cost of concrete e) Overhead charges @ input on (a+b+c+d) f) Contractor's profit @ input on (a+b+c+d+e) e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) VIII RCC M35 Grade Same as for 4 (H) except for formwork which shall be @ 10 per cent of the cost of concrete instead of 3 per cent. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
cum
d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum as in 4 H d) formwork @ 10 per cent of the cost of concrete Water e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) IX RCC M40 Grade (Design Mix) using 20 mm Graded Metal
1.00 10.00%
1.00 10.00%
1.00 10.00%
Using Batching Plant, Transit Mixer and Concrete Pump
Unit = cum Taking output = 120 cum a) Material Cement Coarse Sand 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Meson Mazdoor (Unskilled) c) Machinery Batching Plant Generator 100 KVA
tonne
51.60
cum
54.00
cum
64.80
cum
43.20
kg
206.00
day
-
day
3.00
day
18.84
hour
6.00
hour
6.00
506
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
1
2
3 hour
4 6.00
Loader 1 cum capacity Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity for lead beyond 1 km. Concrete Pump d) Formwork @ 10 per cent on cost of concrete i.e. cost of material, labour and machinery e&f) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e+f Rate per cum = (a+b+c+d+e+f)/120 (C) Bottom Plug Concrete to be placed using tremie pipe Note : 10% extra cement to be added where under water concreting is involved (i) PCC Grade M20 Design Mix Case 1 : Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane 3 tonnes capacity for handling tremie pipe
hour
15.00
t.km
300xL
hour
Rate Rs.
Amount Rs.
Remarks
5
6
7
6.00 10.00%
tonne cum
5.55 6.75
cum
5.40
cum
5.40
cum
2.70
Kg
18.60
day
-
day
1.50
day
20.90
hour
6.00
hour
6.00
hour
6.00
Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump (PCC M20) Unit ; cum Taking Output = 120 cum a) Material tonne Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate Kg Admixture b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km.
44.40 54.00 64.80 43.20 148.80 3.00 18.88 6.00 6.00 6.00 15.00
507
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
1
2
3 t.km
4 300L
hour
6.00
tonne
5.99
cum
6.75
cum
5.40
cum
5.40
Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe. d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120 (ii) PCC Grade M25 Design Mix Case 1 : Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe
cum
2.70
Kg
21.60
day
-
day
1.50
day
20.90
hour
6.00
hour
6.00
hour
6.00
tonne cum
47.88 54.00
Rate Rs.
Amount Rs.
Remarks
5
6
7
Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump (PCC M25) Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader 1 cum capacity Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump
cum
-
cum
64.80
cum
43.20
Kg
172.80
day
-
day
3.00
day
18.88
hour
6.00
hour
6.00
hour
6.00
hour
15.00
tonne .km
300L
hour
6.00
508
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
3
4
5
6
7
d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120 (iii) PCC Grade M30 Design Mix Case I : Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe
t
6.08
cum
6.75
cum
5.40
cum
5.40
cum
2.70
Kg
21.60
day
-
day
1.50
day
20.90
hour
6.00
hour
6.00
hour
6.00
Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump (PCC M30) Unit = cum Taking output = 120 cum a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate Kg Admixture b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader 1 cum capacity hour Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer
Concrete Pump
tonne .km hour
48.64 54.00 64.80 43.20 172.80 3.00 18.88 6.00 6.00 6.00 15.00 300L 6.00
Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120
509
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(iv) PCC Grade M35 Design Mix
Case 1 : Using Concrete Mixer Unit = 1 cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Light Crane of 3 tonnes capacity for handling tremie pipe
t
6.29
cum
6.75
cum
5.40
cum
5.40
cum
2.70
Kg
21.60
day
-
day
1.50
day
20.90
hour
6.00
hour hour
6.00 6.00
Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump (PCC M35) Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader 1 cum capacity Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity, lead beyond 1 Km, L - lead in Kilometer Concrete Pump
t
50.28
cum
54.00
cum
64.80
cum
43.20
Kg
172.80
day day
3.00
day
18.88
hour
6.00
hour
6.00
hour
6.00
hour
15.00
tonne .km
300L
hour
6.00
Add 5 per cent of cost of material and labour towards cost of forming sump, protective bunds, chiselling and making arrangements for under water concreting with tremie pipe.
d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120
510
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
cum
1.00
cum
1.00
(D) Intermediate plug (i) Grade M20 PCC Design Mix
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (ii) Grade M25 PCC Design Mix Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
1.00
cum
1.00
cum
1.00
cum
1.00
cum
1.00
cum
1.00
cum
1.00
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (iii) Grade M30 PCC Design Mix Same as in bottom plug concrete, excluding cost of forming sump, protective bunds, chiseling etc. Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (E) Top plug (i) Grade M15 PCC Design Mix Same as Item 4.B(i) excluding formwork Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (ii) Grade M20 PCC Design Mix Same as Item 4.B(ii) excluding formwork Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (iii) Grade M25 PCC Design Mix Same as Item 4(D) excluding formwork Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e)
511
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
cum
1.00
cum
1.00
cum
1.00
t cum
5.12 6.75
cum
8.10
cum
5.40
Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (iv) Grade M30 PCC Design Mix Same as Item 4(F) excluding formwork Case 1 : Using Concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) Case II : Using Batching Plant, Transit Mixer and Crane/concrete pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c)
d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) (F) Well cap (i) RCC Grade M20 (Design Mix) Case 1 : Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Form Work @ 4 per cent of a+b+c d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15
day
-
day
1.50
day
20.86
hour
6.00
hour
6.00 4.00%
Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC M 20)
Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
t
40.92
cum
54.00
cum
64.80
cum
43.20
day
-
day
3.00
day
18.84
hour
6.00
hour
6.00
hour
6.00
hour
15.00
t.km
300L
hour
6.00
512
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
1
2
3 cum
4 4.00%
t cum
6.05 6.75
cum
8.10
cum
5.40
Formwork @ 4 per cent of (a+b+c) d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120 (ii) RCC Grade M25 (Design Mix) Case I : Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum)
day
-
day
1.50
day
20.86
hour/ cum hour
6.00
Generator 33 KVA Form Work of a+b+c cum Centering Charges Water d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC M 25) Unit = cum Taking output = 120 cum a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto 1 km. t.km Lead beyond 1 Km, L - lead in Kilometer hour Concrete Pump cum Formwork @ 3.75 per cent of ( a+b+c) d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120
Rate Rs.
Amount Rs.
Remarks
5
6
7
6.00 3.75%
48.40 54.00 64.80 43.20 3.00 18.84 6.00 6.00 6.00 15.00 300L 6.00 3.75%
513
RBR_FNDN
Index-code
S. No 1
Description
2 (iii) RCC Grade M30 (Design Mix)
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Case 1 : Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Concrete mixer (cap. 0.40/0.28 cum) hour Generator 33 KVA cum Formwork @ 3.5 per cent of (a+b+c) d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC M 30) Unit = cum Taking output = 120 cum a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity for lead upto 1 km. t.km Lead beyond 1 Km, L - lead in Kilometer hour Concrete Pump cum Formwork @ 3.5 per cent of (a+b+c) d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120 (iv) RCC Grade M35 (Design Mix) Case 1 : Using Concrete Mixer Unit = cum Taking output = 15 cum a) Material t Cement cum Coarse sand cum 40 mm Aggregate cum 20 mm Aggregate b) Labour day Mate day Mason
6.10 6.75 8.10 5.40 1.50 20.86 6.00 6.00 3.50%
48.79 54.00 64.80 43.20 3.00 18.84 6.00 6.00 6.00 15.00 300L 6.00 3.50%
6.33 6.75 8.10 5.40 1.50
514
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
1
2
3 day
4 20.86
hour
6.00
Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Formwork @ 3 per cent of (a+b+c) d&e) Overheads & Contractors Profit cost of 15 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/15 Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC M 35) Unit = cum Taking output = 120 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) : Transit Mixer 4 cum capacity for lead upto 1 km. Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Formwork of (a+b+c) d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120 Note : Where ever concrete is carried out using batching plant, transit mixer, concrete pump, Admixtures @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. (v) RCC M40 Grade (Design Mix) Using Batching Plant, Transit Mixer and Concrete Pump Unit = cum Taking output = 120 cum a) Material Cement Coarse Sand 20 mm Aggregate 10 mm Aggregate Admixture b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant Generator 100 KVA Loader 1 cum capacity Transit Mixer 4 cum capacity for lead upto 1 km. Transit Mixer 4 cum capacity for lead beyond 1 km.
hour
6.00
cum
3.00%
t cum
50.64 54.00
cum
64.80
cum
43.20
day
-
day
3.00
day
18.84
hour
6.00
hour
6.00
hour
6.00
hour
15.00
t.km
300L
hour
6.00
cum
3.00%
t
52.20
cum
54.00
cum
64.80
cum
43.20
kg
206.00
day
-
day
3.00
day
18.84
hour
6.00
hour
6.00
hour
6.00
hour
15.00
t.km
300.L
Rate Rs.
Amount Rs.
Remarks
5
6
7
515
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
2
3
4 6.00
hour Concrete Pump Formwork on cost of concrete i.e. cost of material, labour and cum machinery d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) d&e) Overheads & Contractors Profit cost of 120 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/120 13
RBR-FNDN-13
(A) (i)
(ii)
(iii)
(iv)
Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Note : To arrive proportionate quantities keeping the cross sectional area & depth (22/7xd2xh) for lesser diametre wells than 6m Unit = Running Meter. Taking output = 1 m Diameter of well - 6 m. Sandy Soil Depth below bed level upto 3.0 M Rate of sinking = 0.50 m per hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking = 0.33 m per hour. a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10m upto 20m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
Rate Rs.
Amount Rs.
Remarks
5
6
7
3.00%
day
-
day
1.00
day
2.12
hour
2.00 10.00%
day
-
day
1.25
day
2.65
hour
3.00 10.00%
b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. (v) Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour.
516
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(B) Clayey Soil ( 6m dia. Well )
(i)
(ii)
(iii)
(iv)
Unit = Running Meter. Taking output = 1 meter Depth below bed level upto 3.0 M Rate of sinking = 0.33 m per hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10 m upto 20 m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add for dewatering @ 5 per cent of cost, if required. Beyond 20m upto 30 m Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
day
-
day
1.50
day
2.40
hour
3.00 10.00%
day
-
day
3.00
day
4.80
hour
6.00
hour
2.00 10.00%
Add 5 per cent of cost for dewatering of the cost, if required
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). (v) Beyond 30m upto 40 m Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 5 per cent of cost for dewatering, if required Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). (C) Soft Rock (6m dia well ) Unit = Running Meter. Taking output = 1 m Depth in Soft rock strata up to 3m Rate of sinking = 0.25 m per hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) Diver
day
-
day
3.00
day
20.92
day
0.50
517
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum hour capacity and accessories. hour Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b) Add for dewatering @ of 5 per cent of (a+b), if required
14
RBR-FNDN-14
c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (D) Hard Rock (6m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking = 0.17 m per hour. a) Material Gelatine 80 per cent Electric Detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent of cost of (b). d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d+e) Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 7 m. (A) Sandy Soil (i) Depth below bed level upto 3.0 M Rate of sinking = 0.30 m per hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d)
4.00 3.50 10.00%
Kg
4.00
each
18.00
day
-
day
2.00
day
0.25
day
13.56
day
4.00
hour
6.00
hour
2.00
10.00%
day
-
day
1.25
day
2.65
hour
3.25 10.00%
518
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Beyond 3m upto 10m depth
Rate of sinking = 0.22 m per hour. a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (iii) Beyond 10m upto 20m
day
-
day
1.50
day
3.18
hour
4.50 10.00%
a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter (iv) Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). (v) Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. (B) Clayey Soil ( 7m dia. Well )
Unit = Running Meter. Taking output = 1 cum (i) Depth below bed level upto 3.0 M Rate of sinking = 0.22 m per hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (ii) Beyond 3m upto 10m depth Rate of sinking = 0.17 m per hour. a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (iii) Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add for dewatering @ 5 per cent of cost, if required.
day
-
day
1.50
day
3.18
hour
4.50 10.00%
day
-
day
2.00
day
4.26
hour
6.00
hour
3.25 10.00%
519
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(iv) Beyond 20m upto 30 m
a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if required c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). (v) Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). (C) Soft Rock ( 7m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking = 0.22 m per hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) Diver b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b) Add for dewatering @ of 5 per cent of (a+b), if required c) Overhead charges @ input on (a+b) d) Contractor's profit @ input on (a+b+c) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (D) Hard Rock ( 7m dia well ) Unit = Running Meter Taking output = 1 m Depth in Hard rock strata up to 3 m Rate of sinking = 0.17 m per hour. a) Material Gelatine 80 per cent Electric Detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) Diver c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent of cost of (b). d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d+e)
day
-
day
4.00
day
10.58
day
0.75
hour
4.50
hour
3.75 10.00%
Kg
7.00
each
30.00
day
-
day
2.00
day
0.25
day
19.60
day
4.00
day
0.50
hour
6.00
hour
2.00
10.00%
520
RBR_FNDN
Index-code
S. No 1 15
RBR-FNDN-15
A (i)
(ii)
(iii)
(iv)
(v)
B
(i)
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
Sinking of 8 m external diameter well (other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 8 m. Sandy Soil Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking @ 0.20 m/hour a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey Soil ( 8m dia. Well ) Unit = Running Meter. Taking output = 1 meter Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled )
day
-
day
1.50
day
3.18
hour
4.00 10.00%
day
-
day
1.75
day
3.75
hour
5.00 10.00%
day
-
day
2.00
hour
3.72
521
RBR_FNDN
Index-code
S. No 1
(ii)
(iii)
(iv)
(v)
C
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
hour
5.50
b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add for dewatering @ 5 per cent of cost, if required. Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). Soft Rock ( 8m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.20 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) Diver b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b) Add for dewatering @ of 5 per cent of (a+b), if required
10.00%
day
-
day
2.50
day
4.82
hour
6.00
hour
3.50 10.00%
day
-
day
4.00
day
12.68
day
1.00
hour
5.00
hour
3.75 10.00%
c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d)
522
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
D
16
RBR-FNDN-16
Hard Rock ( 8m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.17 m/hour a) Material Gelatine 80 per cent Electric Detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent of cost of (b). d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d+e) Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Unit = Running Meter. Taking output = 1 m Diameter of well - 9 m. A Sandy Soil (i) Depth below bed level upto 3.0 M Rate of sinking @ 0.25 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (ii) Beyond 3m upto 10m depth Rate of sinking @ 0.18 m/hour a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d)
Kg
8.00
each
32.00
day
-
day
2.00
day
0.25
day
21.09
day
4.00
hour
6.00
hour
2.00
10.00%
day
-
day
1.50
day
3.44
hour
4.00 10.00%
day
-
day
1.75
day
4.27
hour
5.50 10.00%
523
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(iii) Beyond 10m upto 20m
(iv)
(v)
B
(i)
(ii)
(iii)
(iv)
(v)
a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey Soil ( 9m dia. Well ) Unit = Running Meter. Taking output = 1 cum Depth below bed level upto 3.0 M Rate of sinking 0.17 m / hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking 0.15 m / hour a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add for dewatering @ 5 per cent of cost, if required. Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if required c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour).
day
-
day
2.25
day
3.99
hour
5.75 10.00%
day
-
day
2.50
day
5.34
hour
6.50
hour
3.75 10.00%
524
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
C
Soft Rock ( 9m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata up to 3m Rate of sinking 0.15 m / hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) Diver b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b) Add for dewatering @ of 5 per cent of (a+b), if required c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) D Hard Rock ( 9m dia well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.15 m / hour a) Material Gelatine 80 per cent Electric Detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) Diver c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer for drilling. Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent of cost of (c). d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d+e) 17
RBR-FNDN-17
day
-
day
4.00
day
14.76
day
1.20
hour
6.50
hour
4.00 10.00%
Kg
10.00
each
40.00
day
-
day
2.00
day
0.25
day
23.17
day
4.00
day
1.00
hour
7.00
hour
2.50
10.00%
Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level.
Unit = Running Meter Taking output = 1 m Diameter of well - 10 m. A Sandy Soil (i) Depth below bed level upto 3.0 M Rate of sinking 0.20 m / hour a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled )
day
-
day
1.50
day
3.70
525
RBR_FNDN
Index-code
S. No 1
(ii)
(iii)
(iv)
(v)
B
(i)
(ii)
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
hour
5.00
b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking 0.17 m / hour a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey Soil (10m dia. Well ) Unit = Running Meter Taking output = 1 cum Depth below bed level upto 3.0 M Rate of sinking 0.18m/hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking 0.15m/hour. a) Labour Mate Sinker Sinking helper ( semi-skilled ) b) Machinery
10.00%
day
-
day
2.00
day
4.56
hour
5.75 10.00%
day
-
day
2.50
day
5.75
hour
6.00 10.00%
day
-
day
3.00
day
5.90
a. Hire & running charges of crane with grab bucket of 0.75 cum hour capacity and accessories. b. Air compressor with pneumatic chisel attachment for cutting hard hour clay
6.00
c. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d)
4.00 10.00%
526
RBR_FNDN
Index-code
S. No 1
Description
2 (iii) Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
day day
4.00
day
16.86
day
1.40
hour
7.00
b. Add for dewatering @ 5 per cent of cost, if required. (iv) Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if required c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). (iv) Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). C
Soft Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking 0.14m/hour. a) Labour Mate Sinker ( skilled ) Sinking helper ( semi-skilled ) Diver b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b) Add for dewatering @ 5 per cent of cost, if required c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) D Hard Rock (10m dia well ) Unit = Running Meter. Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking 0.12 m/ hour. a) Material Gelatine 80 per cent Electric Detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required. Consumables in sinking @ 10 per cent of cost of (c). d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d+e)
hour
4.25 10.00%
Kg
11.00
each
44.00
day
-
day
2.00
day
0.25
day
25.27
day
4.00
hour
8.50
hour
3.00
10.00%
527
RBR_FNDN
Index-code
S. No 1 18
RBR-FNDN-18
A (i)
(ii)
(iii)
(iv)
(v)
B
(i)
(ii)
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 0.50 m Diameter of well - 11 m. Sandy Soil Depth from bed level upto 3.0 M Rate of sinking @ 0.15 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) d&e) Overheads & Contractors Profit Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50 Beyond 3m upto 10m depth Rate of sinking @ 0.13 m/hour a) Labour Mate Sinker Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50 Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey Soil (11 m dia. Well ) Unit = Running Meter Taking output = 0.50 meter Depth from bed level upto 3.0 M Rate of sinking @ 0.10 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50 Beyond 3m upto 10m depth Rate of sinking @ 0.08 m/hour a) Labour Mate Sinker Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay Consumables in sinking @ 10 per cent of (b)
day
-
day
1.50
day
3.51
hour
6.00 10.00%
day
-
day
2.00
day
4.82
hour
4.00 10.00%
day
-
day
2.50
day
4.26
hour
5.00 10.00%
day
-
day
3.50
day
6.18
hour
6.00
hour
4.25 10.00%
528
RBR_FNDN
Index-code
S. No 1
(iii)
(iv)
(v)
C
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
c&d) Overheads & Contractors Profit Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50 Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add for dewatering @ 5 per cent of cost, if required. Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if required c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). Soft Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Depth in soft rock strata upto 3m Rate of sinking @ 0.06 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) Diver b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic breakers Consumables in sinking @ 10 per cent of (b) Add for dewatering @ 5 per cent of cost, if required c&d) Overheads & Contractors Profit Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50
day
-
day
4.25
day
18.95
day
1.50
hour
8.00
hour
4.50 10.00%
529
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Kg
12.00
each
48.00
D
19
RBR-FNDN-19
Hard Rock (11m dia well ) Unit = Running Meter. Taking output = 0.50 m Depth in hard rock upto 3 m Rate of sinking @ 0.05 m/hour a) Material Gelatine 80 per cent Electric Detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker/Jack hammer or drill Dewatering @ 5 per cent of cost (c), if required. Consumables in sinking @ 10 per cent of cost of (c). d&e) Overheads & Contractors Profit Cost for 0.5m = a+b+c+d Rate per metre = (a+b+c+d)/0.50 Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 0.25 m Diameter of well - 12 m. A Sandy Soil (i) Depth below bed level upto 3.0 M Rate of sinking @ 0.05 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Cost for 0.25m = a+b+c+d Rate per metre = (a+b+c+d)/0.25 (ii) Beyond 3m upto 10m depth Rate of sinking @ 0.038 m/hour a) Labour Mate Sinker Sinking helper (semi-skilled) b) Machinery
day
-
day
2.00
day
0.25
day
27.35
day
4.00
hour
10.00
hour
3.50
10.00%
day day
1.75
day
4.22
hour
6.00 10.00%
day
-
day
2.50
day
5.12
Hire & running charges of crane with grab bucket of 0.75 cum capacity hour and accessories.
6.50
Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Cost for 0.25m = a+b+c+d Rate per metre = (a+b+c+d)/0.25
10.00%
530
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(iii) Beyond 10m upto 20m
(iv)
(v)
B
(i)
(ii)
(iii)
(iv)
a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey Soil (12 m dia. Well ) Unit = Running Meter. Taking output = 0.25 meter. Depth below bed level upto 3.0 M Rate of sinking @ 0.04 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Cost for 0.25m = a+b+c+d Rate per metre = (a+b+c+d)/0.25 Beyond 3m upto 10m depth Rate of sinking @ 0.03 m/hour a) Labour Mate Sinker Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Cost for 0.25m = a+b+c+d Rate per metre = (a+b+c+d)/0.25 Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add for dewatering @ 5 per cent of cost, if required. Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if required c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ).
day
-
day
3.00
day
4.80
hour
6.25 10.00%
day
-
day
3.75
day
6.48
hour
8.33
hour
4.50 10.00%
531
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(v) Beyond 30m upto 40 m
a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). C Soft Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m Depth in soft rock strata upto 3m Rate of sinking @ 0.025 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) Diver b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) Add for dewatering @ 5 per cent, if required c&d) Overheads & Contractors Profit Cost for 0.25m = a+b+c+d Rate per metre = (a+b+c+d)/0.25 D Hard Rock (12m dia well ) Unit = Running Meter Taking output = 0.25 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.020 m/hour a) Material Gelatine80 per cent Electric detonator b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled) c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Hire & running charges of compressor with pneumatic breaker / Jack hammer or drill Dewatering @ 5 per cent, if required. Consumables in sinking @ 10 per cent of (c). c&d) Overheads & Contractors Profit Cost for 0.25m = a+b+c+d+e Rate per metre = (a+b+c+d+e)/0.25
day
-
day
4.50
day
21.06
day
1.75
hour
10.00
hour
4.75 10.00%
Kg
14.00
each
56.00
day
-
day
2.00
day
0.25
day
29.44
day
4.50
hour
12.50
hour
4.00
10.00%
532
RBR_FNDN
Index-code
S. No 1 20
RBR-FNDN-20
A (i)
(ii)
(iii)
(iv)
(v)
B
(i)
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
day day day
1.25 3.95
hour
5.50
Sinking of Twin D Type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications 1207 MORTH. Depth of sinking is reckoned from bed level. Unit = Running Meter Taking output = 1 m Dimensions of well. Overall length = 12 m Overall width = 6 m Sandy Soil Depth from bed level upto 3.0 M Rate of sinking @ 0.18 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 3m upto 10m depth Rate of sinking @ 0.17 m/hour a) Labour Mate Sinker Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) Beyond 10m upto 20m Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. Beyond 30m upto 40 m a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 20 per cent of cost for Kentledge including supports, loading arrangement, and Labour etc. Clayey Soil (Twin D Type Well ) Unit = Running Meter Taking output = 1 meter Depth below bed level upto 3.0 M Rate of sinking @ 0.16 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d)
10.00%
day day day
1.50 4.30
hour
5.88 10.00%
day
-
day day
2.50 4.26
hour
6.25 10.00%
533
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Beyond 3m upto 10m depth
Rate of sinking @ 0.15 m/hour a) Labour Mate Sinker Sinking helper (semi-skilled) b) Machinery Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories. Air compressor with pneumatic chisel attachment for cutting hard clay. Consumables in sinking @ 10 per cent of (b) c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) (iii) Beyond 10 m upto 20 m a. Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add for dewatering @ 5 per cent of cost, if required. (iv) Beyond 20m upto 30 m a. Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter b. Add 5 per cent of cost for dewatering on the cost, if c. Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour ). (v) Beyond 30m upto 40 m
day
-
day
3.25
day
6.45
hour
6.67
hour
4.50 10.00%
a. Add 10 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
b. Add 5 per cent of cost for dewatering, if required c. Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour). C
Soft Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in soft rock strata upto 3m Rate of sinking @ 0.12 m/hour a) Labour Mate Sinker ( skilled ) Sinking helper (semi-skilled) Diver b) Machinery
day
-
day
4.50
day
15.86
day
1.50
Hire & running charges of crane with grab bucket of 0.75 cum capacity hour and accessories. hour Air compressor with pneumatic breakers
8.33
Consumables in sinking @ 10 per cent of (b) Add for dewatering @ 5 per cent, if required c&d) Overheads & Contractors Profit Rate per metre = (a+b+c+d) D Hard Rock (Twin D Type Well ) Unit = Running Meter Taking output = 1 m Depth in hard rock strata upto 3 m Rate of sinking @ 0.10 m/hour a) Material Geletine80 per cent Electric detonators b) Labour Mate Driller Blaster Mazdoor (Unskilled) Mazdoor (Skilled)
6.00 10.00%
Kg
10.00
each
40.00
day
-
day day day
2.00 0.25 26.34
day
4.25
534
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
c) Machinery Hire & running charges of crane with grab bucket of 0.75 cum hour capacity and accessories. Hire & running charges of compressor with pneumatic hour breaker/Jack hammer or drill Dewatering @ 5 per cent of cost of (b+c), if required. Consumables in sinking @ 10 per cent of (b). d&e) Overheads & Contractors Profit Rate per metre = (a+b+c+d+e) 21
RBR-FNDN-21
10.00 3.00
10.00%
Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing platforms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as per clause1207.6 of MoRTH Specifications.
Unit - 1 cum Taking output = 5 cum a) Material M35 grade RCC corbel provided for supporting of equipment (Dimensions as per ground conditions). Rate may be adopted vide Item 4 (H) HYSD bar reinforcement in corbel Blasting material Gelatine 80 per cent Electric detonators b) Labour Medical Officer Para medical personnel Mate Driller Blaster Mazdoor unskilled (for cutting, blasting, cleaning, removal of Material etc.)
Cum
8.00
t
0.48
Kg
1.50
each
6.00
day day day day day day
0.50 1.00 1.00 0.50 31.86
Mazdoor (Skilled) (for fixation and removal of adopter for air lock, day carrying out mechanical and electrical operations and repairs and other skilled jobs.) day Diver
10.00
c) Machinery (i) Induction, denudation and erection of plant and equipment including all components and accessories for pneumatic method of well sinking. Induction and denudation Erection at site and commissioning Usage of plant and equipment for pneumatic method of well sinking Air compressor 250 cfm, 2 nos. Hire and running charges of crane of 15 tonne capacity Motorised barge of 20 tonne capacity Boat to carry at least 20 persons Electric generating set 33 KVA Tipper 10 tonne capacity d&e) Overheads & Contractors Profit Cost for 5 cum = a+b+c+d+e (see notes below) Rate per cum = (a+b+c+d+e)/5
hour
4.00 6.00
L.S L.S hour
6.00
hour
12.00
hour
6.00
hour
6.00
hour
6.00
hour
6.00
hour
6.00
535
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
2 3 4 5 6 Note : 1. The cost of induction, denudation and erection of equipment shall be divided by the total quantity of pneumatic sinking for all the wells of a particular bridge to arrive at the per cum rate on account of this item. 2. Cost of pneumatic sinking per cum of individual wells will be added to the cost indicated at (1) above to arrive at the final rate of pneumatic sinking per cum. 3. The cost of induction and denudation will depend upon the distance involved for shifting of equipment which may be assessed in individual cases as per actual ground conditions at the time of making of cost estimates. 4. In case pneumatic sinking is involved on a dry bed, the provision of barge and boat may be omitted.
Remarks 7
5. The necessity and dimensions of the corbel will be as per actual ground conditions.
RBR-FNDN-22
22
6. Small equipments like welding sets, pumps, vibrators, pneumatic tools, portable lamps, fire extinguishers, hose pipes etc., have not been included as the same are covered as items of minor T&P under overhead charges. 7. Depth of sinking shall be restricted to 30 m. Sand Filling in Wells complete as per Drawing and Technical Specifications 1207 MORTH.
Unit = 1 cum Taking output = 1 cum a) Material Sand (assuming 20 per cent voids ) b) Labour Mate Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum (a+b+c+d) 23
RBR-FNDN-23
cum
1.00
day day
0.31
t
1.05
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Staining of Wells including Fabricating and Setting out as per Detailed Drawing as per Tech. Specifications 1200 & 1900 MORTH.
Unit = 1 MT Taking output = 1 MT a) Material i) Structural steel including 5 per cent wastage b) Labour Mate Fitter Blacksmith Welder Mazdoor (Unskilled)
day
-
day
6.00
day
5.00
day
5.00
day
11.24
Pile diameter-750 mm Unit = meter Taking output = 15 m a) Materials cum PCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and construction )
6.62
Electrodes, cutting gas and other consumables @ 5 per cent on cost a (a) above.
c&d) Overheads & Contractors Profit Rate for per MT (a+b+c+d) 24
RBR-FNDN-24
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m.
Hire and running charges of hydraulic piling rig with power unit and hour complete accessories including shifting from one bore location to another. hour Hire and running charges of Bentonite pump
6.00
Hire and running charges of light crane for lowering reinforcement hour cage hour Loader I cum bucket capacity.
0.50
Tipper 5.5 cum capacity for disposal of muck from pile bore hole
0.30
hour
6.00
0.30
536
RBR_FNDN
Index-code
S. No 1
Description
Unit
Quantity
2
3 kg
4 300.00
Bentonite c) Labour Mate/Supervisor Mazdoor (Unskilled) d&e) Overheads & Contractors Profit Cost for 15 m = a+b+c+d+d+e Rate per metre (a+b+c+d+e)/15 25
RBR-FNDN-25
day
-
day
3.64
Pile diameter-1000 mm Unit = meter Taking output = 10 m a) Materials cum PCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12 ( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and construction )
7.85
Hire and running charges of hydraulic piling rig with power unit and hour complete accessories including shifting from one bore location to another. hour Hire and running charges of Bentonite pump
6.00
Hire and running charges of light crane for lowering hour reinforcement cage hour Loader I cum bucket capacity.
0.50
Bentonite c) Labour Mate/Supervisor Mazdoor (Unskilled) d&e) Overheads & Contractors Profit Cost for 10 m = a+b+c+d+d+e Rate per metre (a+b+c+d+e)/10 26
Amount Rs.
Remarks
5
6
7
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100, 1600 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m.
Tipper 5.5 cum capacity for disposal of muck from pile bore hole
RBR-FNDN-26
Rate Rs.
hour kg
6.00
0.40 0.40 350.00
day
-
day
4.16
Pile diameter-1200 mm Unit = meter Taking output = 9 m a) Materials cum PCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV) Concrete to be cast with a tremie pipe 200mm dia. b) Machinery( for boring and construction )
10.17
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m.
Hire and running charges of hydraulic piling rig with power unit and hour complete accessories including shifting from one bore location to another. hour Hire and running charges of Bentonite pump
6.00
Hire and running charges of light crane for lowering hour reinforcement cage hour Loader I cum bucket capacity.
0.50
Tipper 5.5 cum capacity for disposal of muck from pile bore hole
Bentonite c) Labour Mate/Supervisor Mazdoor (Unskilled) d&e) Overheads & Contractors Profit Cost for 9 m = a+b+c+d+d+e Rate per metre (a+b+c+d+e)/9
6.00
0.50
hour
0.50
kg
385.00
day
-
day
4.68
537
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
3
4
5
6
7
cum
17.66
Kg
160.00
Kg
70.00
Kg
50.00
hour
6.00
hour
0.50
27
RBR-FNDN-27
Pile diameter - 750 mm Unit = Running meter Taking output = 40 metre a) Materials PCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV) b) Materials Pile shoes i) C.I. shoes for the pile ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m iii) Steel helmet and cushion block on top of casing head during driving c) Machinery Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for lowering reinforcement and handling steel casing. d) Labour Mate/Supervisor Mazdoor (Unskilled) e&f) Overheads & Contractors Profit Cost for 40 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/40
day
-
day
3.12
Note : 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2. In case steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. 28
RBR-FNDN-28
Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH Pile diameter - 1000 mm Unit = Running meter Taking output = 30 metre a) Materials PCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12 ( C ) (IV) b) Materials Pile shoes i) C.I. shoes for the pile ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m iii) Steel helmet and cushion block on top of casing head during driving c) Machinery Hire and running charges of piling rig Including double acting pile driving hammer complete with power unit and accessories.
cum
23.55
Kg
160.00
Kg
70.00
Kg
50.00
hour
6.00
Hiring and running charges for light crane 5 tonnes lifting capacity for hour lowering reinforcement and handling steel casing.
0.50
Hire and running charges for light crane for lowering hour reinforcement cage. d) Labour day Mate/Supervisor day Mazdoor (Unskilled) e&f) Overheads & Contractors Profit Cost for 30 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/30
0.50
4.16
538
RBR_FNDN
Index-code
S. No 1
29
RBR-FNDN-29
Description
Unit
Amount Rs.
Remarks 7
Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
Hire and running charges of piling rig Including double acting pile hour driving hammer complete with power unit and accessories. Hiring and running charges for light crane 5 tonnes lifting capacity for hour lowering reinforcement and handling steel casing.
d) Labour Mate/Supervisor Mazdoor (Unskilled) e&f) Overheads & Contractors Profit Cost for 20 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/20
30
Rate Rs.
2 3 4 5 6 Note : 1.The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2. In case steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage.
Pile diameter - 1200 mm Unit = Running meter Taking output = 20 metre a) Materials cum PCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12( C ) (IV) b) Materials Pile shoes Kg i) C.I. shoes for the pile Kg ii) M.S. clamps for shoe @ 35 Kg per pile of 15 m Kg iii) Steel helmet on top of casing head during driving c) Machinery
RBR-FNDN-30
Quantity
22.61
160.00 70.00 50.00 6.00 0.50
day
-
day
4.68
Note : 1. The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 2. In case steel lining is included in the design for driven cast-in-situ pile and is planned to be retained, the same may be included in the rate analysis. In case the temporary steel casing used during casting is planned to be removed, an additional cost @ 0.50 per cent of cost of concrete may be provided to cover its usage. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
Pile Diameter = 500 mm Unit = Running Meter Taking output = 60 m a) Materials cum RCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12( F ) (IV) b ) Material Pile shoes Kg a) C.I Shoes Kg b) M.S. shoes c) Steel helmet and cushion block on top of pile head during driving.
11.78
240.00 105.00
Kg
30.00
hour
6.00
Vibrating Pile driving hammer complete with power unit and hour accessories.
6.00
c) Machinery Crane20 t capacity
d) Labour Mate/Supervisor Mazdoor (Unskilled)
day
-
day
3.12
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.
e&f) Overheads & Contractors Profit Cost for 60 m = a+b+c+d+e+f Rate per metre (a+b+c+d+e+f)/60 31
RBR-FNDN-31
Note : The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
Pile Diameter = 750 mm Unit = Running Meter Taking output = 50 m a) Materials cum RCC Grade M35 Rate for concrete may be adopted same as for bottom plug vide item no. 12( F ) (IV) b ) Material Pile shoes Kg a) C.I. shoes Kg b) M.S. shoes c) Steel helmet and cushion block on top of pile head during driving.
c)
Kg
22.08
160.00 70.00 40.00
Machinery
539
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
2
3 hour
4 6.00
Vibrating Pile driving hammer complete with power unit and hour accessories.
6.00
1
Crane 40 T capacity
d) Labour Mate/Supervisor Mazdoor (Unskilled)
day
-
day
4.16
Rate Rs.
Amount Rs.
Remarks
5
6
7
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.
e&f) Overheads & Contractors Profit Cost for 50 m = a+b+c+d+e+f Rate per metre (a+b+c+d+e+f)/50 Note : The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 32
RBR-FNDN-32
Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
Pile Diameter = 1000 mm Unit = Running Meter Taking output = 40 m a) Materials RCC Grade M35
cum
31.40
b ) Material Pile shoes a) C.I. shoes for the pile b) M.S. shoes @ 35 Kg per pile of 15 m
Kg
160.00
Kg
70.00
c) Steel helmet and cushion block on top of pile head during driving.
Kg
50.00
hour
6.00
Vibrating Pile driving hammer complete with power unit and hour accessories.
6.00
Rate for concrete may be adopted same as for bottom plug vide item no. 12( F ) (IV)
c) Machinery Crane 50 t capacity.
d) Labour Mate/Supervisor Mazdoor (Unskilled)
day
-
day
5.20
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.
e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) e&f) Overheads & Contractors Profit Cost for 40 m = a+b+c+d+e+f Rate per metre (a+b+c+d+e+f)/40 Note : The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis.
540
RBR_FNDN
Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
3
4
5
6
7
33
RBR-FNDN-33
Size of pile - 300 mm x 300 mm Unit = Running Meter Taking output = 60 m a) Materials RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug cum vide item no. 12( F ) (IV) b ) Material Pile shoes kg a) C I shoes kg b) M. S shoes c) Steel helmet and cushion block on top of pile head during Kg driving. c) Machinery hour Crane 10 tonne capacity Vibrating Pile driving hammer complete with power unit and hour accessories.
d ) Labour Mate/Supervisor Mazdoor (Unskilled)
5.40
240.00 105.00 30.00
6.00 6.00
day
-
day
3.12
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.
e) Overhead charges @ input on (b+c+d) f) Contractor's profit @ input on (b+c+d+e) e&f) Overheads & Contractors Profit Cost for 60 m = a+b+c+d+e+f Rate per metre (a+b+c+d+e+f)/60 Note : The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. 34
RBR-FNDN-34
Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH
Size of pile - 500 mm x 500 mm Unit = Running Meter Taking output = 50 m a) Materials RCC Grade M-35 Rate for concrete may be adopted same as for bottom plug vide item cum no. 12( F ) (IV)
b ) Material Pile shoes kg a) C I shoes kg b) M. S shoes c) Steel helmet and cushion block on top of pile head during Kg driving. c) Machinery hour Crane 20 tonne capacity
Vibrating Pile driving hammer complete with power unit and hour accessories.
d ) Labour Mate/Supervisor Mazdoor (Unskilled)
12.50
160.00 70.00 30.00
6.00 6.00
day
-
day
4.16
Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation.
e&f) Overheads & Contractors Profit Cost for 50 m = a+b+c+d+e+f Rate per metre (a+b+c+d+e+f)/50 Note : The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis.
541
RBR_FNDN
Index-code
S. No 1 35
RBR-FNDN-35
RBR-FNDN-36
36
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
Driven precast vertical M35 grade R.C.C. Piles excluding Reinforcement complete as per Drawing and & Technical Specification in Section 1100 & 1700 MORTH Size of pile - 750 mm x 750 mm Unit = Running Meter Taking output = 40 m a) Materials RCC Grade M-35 22.50 Rate for concrete may be adopted same as for bottom plug cum vide item no. 12( F ) (IV) b ) Material Pile shoes kg 160.00 a) C I shoes kg 70.00 b) M. S shoes 30.00 c) Steel helmet and cushion block on top of pile head during Kg driving. c) Machinery hour 6.00 Crane 20 tonne capacity 6.00 Vibrating Pile driving hammer complete with power unit and hour accessories. d ) Labour day 0.18 Mate/Supervisor day 4.50 Mazdoor (Unskilled) 1.00% Add 1 per cent of (a+b+c) for carriage of piles from casting yard to work site and stacking, and other imponderables during installation. e&f) Overheads & Contractors Profit Cost for 40 m = a+b+c+d+e+f Rate per metre (a+b+c+d+e+f)/40 Note : The quantity of concrete required to be removed above the designed top level of concrete, if any, will be provided for in the rate analysis. Driven Vertical Steel Piles complete as per Drawing and & Technical Specification in Section 1100 & 1900 MORTH Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 70 m a) Materials t 6.04 Structural steel including 5 per cent wastage @ 82.20 kg/m b) Machinery Crane 10 T capacity Vibrating Pile driving hammer complete with power unit and other accessories. c) Labour Mate/Supervisor Mazdoor (Unskilled) Add 0.5 per cent of (a+b+c) for providing steel helmet on top of pile head during driving, stacking of piles at site, providing anti-corrosion treatment and other imponderables during installation. d&e) Overheads & Contractors Profit Cost for 70 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/70
hour
6.00
hour
6.00
day
-
day
3.12 0.50%
542
RBR_FNDN
Index-code
S. No 1 37
RBR-FNDN-37
38
RBR-FNDN-38
39
RBR-FNDN-39
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
tonne s
5.83
hour
6.00
hour
6.00
Driven Vertical Steel Piles complete as per Drawing and & Technical Specification 1108 & Section 1100 & 1900 MORTH Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) Unit = Running Meter Taking output = 60 m a) Materials Structural steel including 5 per cent wastage @92.50 kg/m b) Machinery Crane 10 T capacity Vibrating Pile driving hammer complete with power unit and accessories. c) Labour Mate/Supervisor Mazdoor (Unskilled) Add 0.5 per cent of (a+b+c) for providing steel helmet and cushion block on top of pile head during driving, stacking of piles at site, providing anti-corrosive treatment and other imponderables during installation.
day
-
day
3.64 0.50%
d&e) Overheads & Contractors Profit Cost for 60 m = a+b+c+d+e Rate per metre (a+b+c+d+e)/60 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) and as per Tech Specification 1113 MORTH Unit = 1 MT Taking output = 1 MT t 1.00 a) Initial and routine load test t 1.00 b) Lateral load test Note : Although, this item is incidental to work and is not required to be included in BOQ of contract, the same is required to be added in the estimate to assess cost of work. Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specifications in Section 1100, 1500 & 1700 MORTH A. RCC Grade M20 (Design Mix) Unit = cum Taking output = 15 cum (i) Using Concrete Mixer a) Material t 5.12 Cement cum 6.75 Coarse sand cum 8.10 20 mm Aggregate cum 5.40 10 mm Aggregate b) Labour day Mate day 1.50 Mason day 20.90 Mazdoor (Unskilled) for concreting 1.00 Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour 6.00 Concrete mixer (cap. 0.40/0.28 cum) hour 6.00 Generator (capacity 33 KVA) Formwork @ 4 per cent on cost of concrete i.e. cost of a) cum Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15
543
RBR_FNDN
Index-code
S. No 1
Description
2 (ii) RCC M 20 Design Mix Using Batching Plant, Transit Mixer
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
and Concrete Pump a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) for concreting Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) hour Lead upto 1 Km t.km Lead beyond 1 Km, L - lead in Kilometer hour Concrete Pump Formwork @ 4 per cent on cost of concrete i.e. cost of a) cum Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15 Note : The value of a, b and c may be taken as applicable i.e. either batching plant. B RCC Grade M25 Design Mix Unit = cum Taking output = 15 cum (i) Using Concrete Mixer a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) for concreting Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour Concrete mixer (cap. 0.40/0.28 cum) hour Generator (capacity 33 KVA) Formwork @ 4 per cent on cost of concrete i.e. cost of a) cum Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15
5.12 6.75 8.10 5.40 0.38 2.66 1.00
0.75 0.75 0.75 2.00 37.5L 0.75 4.00%
using concrete mixer or
5.99 6.75 8.10 5.40 1.50 20.90 1.00
6.00 6.00 4.00%
544
RBR_FNDN
Index-code
S. No 1
Description
2 (ii) RCC M 25 Design Mix Using Batching Plant, Transit Mixer
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
and Concrete Pump a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) for concreting Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 125 KVA hour Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) hour Lead upto 1 Km t.km Lead beyond 1 Km, L - lead in Kilometer hour Concrete Pump Formwork @ 4 per cent on cost of concrete i.e. cost of cum a) Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15 Note : The value of a, b and c may be taken as applicable i.e. either batching plant. C RCC Grade M30 Design Mix Unit = cum Taking output = 15 cum (i) Using Concrete Mixer a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) for concreting Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour Concrete mixer (cap. 0.40/0.28 cum) hour Generator (capacity 33 KVA) Formwork @ 4 per cent on cost of concrete i.e. cost of a) cum Material, b) Labour and c) Machinery d) Overhead charges @ input on (a+b+c) e) Contractor's profit @ input on (a+b+c+d) d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15
5.99 6.75 8.10 5.40 0.38 2.66 1.00
0.75 0.75 0.75 2.00 37.5L 0.75 4.00%
using concrete mixer or
6.10 6.75 8.10 5.40 1.50 20.90 1.00
6.00 6.00 4.00%
545
RBR_FNDN
Index-code
S. No 1
Description
2 (ii) RCC M 30 Design Mix Using Batching Plant, Transit Mixer
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
and Concrete Pump a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) for concreting Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) hour Lead upto 1 Km tonne Lead beyond 1 Km, L - lead in Kilometer .km hour Concrete Pump cum Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15 Note : The value of a, b and c may be taken as applicable i.e. either batching plant. D RCC Grade M35 Design Mix Unit = cum Taking output = 15 cum (i) Using Concrete Mixer a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) Mazdoor (Unskilled) for breaking pile head, bending bars, day cleaning etc. c) Machinery hour Concrete mixer (cap. 0.40/0.28 cum) hour Generator (capacity 33 KVA) Formwork @ 4 per cent on cost of concrete i.e. cost of a) cum Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15 (ii) RCC M 35 Design Mix Using Batching Plant, Transit Mixer and Concrete Pump a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason
6.10 6.75 8.10 5.40 0.38 2.66 1.00
0.75 0.75 0.75 2.00 37.5L 0.75 4.00%
using concrete mixer or
6.33 6.75 8.10 5.40 1.50 2.90 1.00
6.00 6.00 4.00%
6.33 6.75 8.10 5.40 0.38
546
RBR_FNDN
Index-code
S. No 1
RBR-FNDN-40
40
Description
Unit
Quantity
2
3 day
4 2.66
day
1.00
hour
0.75
hour
0.75
hour
0.75
Mazdoor (Unskilled) for concreting Mazdoor (Unskilled) for breaking pile head, bending bars, cleaning etc. c) Machinery Batching Plant @ 20 cum/hour Generator 125 KVA Loader (capacity 1 cum) Transit Mixer ( capacity 4.0 cu.m ) Lead upto 1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Formwork @ 4 per cent on cost of concrete i.e. cost of a) Material, b) Labour and c) Machinery d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15 Leveling Course for Pile cap Providing and laying of PCC M15 (Design Mix) leveling course 100mm thick below the pile cap. Unit = cum Taking output = 15 cum a) Material Cement Coarse sand 40 mm aggregate 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA d&e) Overheads & Contractors Profit Cost for 15 cum = a+b+c+d+e Rate per metre (a+b+c+d+e)/15
hour
2.00
t.km
37.5L
hour
0.75
cum
4.00%
t cum
4.13 6.75
cum
8.10
cum
4.05
cum
1.35
day
-
day
1.50
day
20.86
hour
6.00
hour
6.00
Rate Rs.
Amount Rs.
Remarks
5
6
7
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
547
RBR-SBST
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 12 SUBSTRUCTURE Index-code
S. No 1 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 MORD and 1300 & 2200 MORTH
RBR-SBST-1
I
In 1:3 cement mortar Unit = cum (a) Material Nos. Bricks 1st class traditional size 23 x 11 x 7 cm cum Cement mortar (Rate as in item 11.5 I) (b) Labour day Mate day Mason 1st Class day Mason 2nd Class day Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of materials and labour (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d II In 1:4 Cement mortar Unit = cum (a) Material Nos. Bricks 1st class traditional size 23 x 11 x 7 cm cum Cement mortar (Rate as in item 11.5 II) (b) Labour day Mate day Mason 1st Class day Mason 2nd Class day Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of materials and labour (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d III In 1:5 cement mortar Unit = cum (a) Material Nos. Bricks 1st class traditional size 23 x 11 x 7 cm cum Cement mortar (b) Labour day Mate day Mason 1st Class day Mason 2nd Class day Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of materials and labour (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Sub-analysis Cement mortar 1:5 (1 cement, 5 sand) (a) Material t Cement cum Sand (b) Labour day Mate day Mazdoor (Unskilled) Total material and labour = (a+b)
512 0.200 0.270 0.620 1.800
512 0.200
0.270 0.620 1.800
512 0.200
0.270 0.620 1.800
0.288 1.050
0.200
549
RBR-SBST Index-code
S. No 1
Description
2 IV In cement lime mortar (1:0.5:4.5)
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Unit = cum (a) Material Nos. Bricks 1st class traditional size 23 x 11 x 7 cm cum Cement lime mortar (Rate as in item 11.5 III) (b) Labour day Mate day Mason 1st Class day Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of materials and labour (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d V In 1:5 cement mortar (with Modular Bricks) Unit = cum (a) Material Nos. Bricks 1st class Modular size 19 x 9 x 9 cm cum Cement mortar (b) Labour day Mate day Mason 1st Class day Mason 2nd Class day Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of materials and labour (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
512 0.200 0.620 1.800
520 0.200 0.270 0.620 1.800
Note : 1. The compressive strength of any individual Brick shall not be less than 70 Kg/cm2 2. When Mortar mix is changed as CM 1:3 & 1:4 proportionate quantity of cement has to be substituted. No change in other data. 2
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 MORD and 1300 & 2200 MORTH Unit = 10 sqm Taking output = 10 sqm (a) Material cum Cement mortar 1.3 (Rate as in item 11.5. I) (b) Labour day Mate day Mason 1st Class day Mason 2nd Class day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per 10 sqm = (a+b+c+d) Note : Scaffolding is already included in item 12.1
RBR-SBST-2
3
RBR-SBST-3
A
0.030 0.500 0.740
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 MORD
Unit = 10 sqm Taking output = 10 sqm (a) Material cum 0.190 Cement mortar 1:4 (Rate as in item 11.5 II ) (b) Labour day Mate day 0.600 Mason 1st Class day 0.960 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per 10 sqm = (a+b+c+d) Note : 1. Scaffolding is already included in item 12.1 2. Though cement mortar of leaner mix has been included in item 12.1, for cement plaster mix of 1:4 has been proposed for better finishing
3. If cement plaster 12 mm or 18 mm thick is required elsewhere only the quantity of cement mortar may be changed on prorata basis without any change in the labour.
550
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Plastering with cement mortar (1:3), on brickwork in substructure as per technical specification Section 1300 & 2200 MORTH
3
4
5
6
7
cum
0.144
B
Unit = 10 sqm Taking output = 10 sqm (a) Material Cement mortar 1:3 (Rate as in item 11.5 II ) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per 10 sqm = (a+b+c+d) Note : 1. Scaffolding is already included in item 12.1 C
4
-
day
0.500
day
0.540
cum
0.144
Plastering with cement mortar (1:5), on brickwork in substructure as per technical specification 1300 & 2200 MORTH
Unit = 10 sqm Taking output = 10 sqm (a) Material Cement mortar 1:5 (Rate as in item 11.5 II ) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per 10 sqm = (a+b+c+d) Note : 1. Scaffolding is already included in item 12.1
RBR-SBST-4
day
day
-
day
0.500
day
0.540
cum Nos.
0.940 0.160
cum
0.280
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 & 1204 MORD and 1400 & 2200 MORTH I Coursed rubble masonry (1st sort) (i) In 1:3 cement mortar
Unit = cum (a) Material Stone for CR masonry 1st sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Cement mortar (Rate as in item 11.5. I) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled)
day day day day
2.500 2.320
Add for scaffolding @ 5 per cent of cost of material (a) and labour (b) (a+b)
c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (ii) In 1:4 cement mortar Unit = cum (a) Material Stone for CR masonry 1st sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Cement mortar (Rate as in item 11.5.II) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled)
cum Nos.
0.940 0.160
cum
0.280
day day day
2.500 2.320
Add for scaffolding @ 5 per cent of cost of material (a) and labour (b) 5% on (a+b)
c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
551
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
cum Nos.
0.940 0.160
cum cum
0.280
day day day
2.500 2.320
cum Nos.
0.940 0.160
cum
0.280
day day day
2.500 2.320
cum Nos.
0.940 0.160
cum cum
0.320
day day day day
1.500 2.220
cum Nos.
0.940 0.160
cum cum
0.320
day day day day
1.500 2.220
(iii) In cement mortar (1:5)
Unit = cum (a) Material Stone for CR masonry 1st sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Spalls / blasted rubbles Cement mortar (Rate same as in item 12.1 III) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) As for scaffolding @ 5% on (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (iv) In cement lime mortar (1:0.5:4.5) Unit = cum (a) Material Stone for CR masonry 1st sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Cement lime mortar (Rate as in item 11.5. III) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) Add for scaffolding @ 5% of (a) and (b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d II Coursed Rubble masonry (2nd sort) (i) In cement mortar (1:3) Unit = cum (a) Material Stone for CR masonry 2nd sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Spalls/blasted rubbles Cement mortar (Rate as in item 11.5 I) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of material (a) and labour (b)
c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (ii) In 1:4 cement mortar Unit = cum (a) Material Stone for CR masonry 2nd sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Spalls/blasted rubbles Cement mortar (Rate same as in item 11.5 II) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of material (a) and labour (b)
c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
552
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
cum Nos.
0.940 0.160
cum cum
0.320
day day day day
1.500 2.220
cum Nos.
0.940 0.160
cum cum
0.320
day day day
1.500 2.220
cum cum Nos.
0.440 0.500 0.160
cum
0.330
day day day day
1.200 2.000
cum cum Nos.
0.440 0.500 0.160
cum
0.330
day day day day
1.200 2.000
(iii) In cement mortar (1:5)
Unit = cum (a) Material Stone for CR masonry 2nd sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Spalls/blasted rubbles Cement mortar (Rate same as in item 12.1 III) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent on (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (iv) In cement lime mortar (1:0.5:4.5) Unit = cum (a) Material Stone for CR masonry 2nd sort Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Spalls/blasted rubbles Cement lime mortar (Rate as in item 11.5 III) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent on (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d III Random rubble masonry (i) In cement mortar (1:3) Unit = cum (a) Material Coursed Rubble Stone Stone for RR masonry Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Cement mortar (Rate as in item 11.5 I) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of material (a) and labour (b)
c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (ii) In 1:4 cement mortar Unit = cum (a) Material Coursed Rubble Stone Stone for RR masonry Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Cement mortar (Rate same as in item 11.5 II) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of material (a) and labour (b) 5% on (a+b)
c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
553
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
cum cum Nos.
0.440 0.500 0.160
cum
0.330
day day day day
1.200 2.000
cum
1.110
each
7.000
cum
0.280
(iii) In cement mortar (1:5)
Unit = cum (a) Material Coursed Rubble Stone Stone for RR masonry Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) Cement mortar (Rate same as in item 12.1 III) (b) Labour Mate Mason 1st Class Mason 2nd Class Mazdoor (Unskilled) Add for scaffolding @ 5 per cent on (a+b) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d IV Ashlar masonry ( first sort ) Tech. Specification 1405.5 MORTH Plain ashlar Unit = cum Taking output = 1 cum a) Material Stone Through and bond stone (7no.x0.24mx0.24mx0.39m = 0.16 cu.m) Cement mortar 1:3 (Rate as in Item 11.5 I) b) Labour for masonry work Mate Mason Mazdoor (Unskilled) Add for scaffolding @ 5 per cent of cost of a) Labour
day
-
day
2.500
day
2.700
Material and b)
c&d) Overheads & Contractors Profit Rate per cum (a+b+c+d) Note : The labour already considered in the cement mortar have been taken into account while providing these categories in the stone masonry works. Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions Coarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view
5
RBR-SBST-5
I i
For height upto 5 m Unit = cum P.C.C grade M 15 Nominal mix (1:2.5:5) using CC Mixer (MORD) Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity
t
0.275
cum
0.480
cum
0.480
cum
0.240
cum
0.080
day day day
0.100 1.390
hour
(d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)
e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f (ii) Nominal mix 1:2.5:5 (Hand mixing) (MORD) Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Formwork @ 10% on (a+b) d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e II P.C.C. grade M 20 - Height upto 5m (i) Nominal mix (1:2:4) using CC Mixer (MORD) Unit = cum
0.400 10.00%
t cum
0.275 0.480
cum cum
0.540 0.270
cum
0.090
day
-
day
0.100
day
2.360 10.00%
554
RBR-SBST Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
t cum cum cum cum
0.330 0.450 0.360 0.360 0.180
day day day day
0.100 1.390
hour hour
0.400 0.400
(a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mason 2nd Class Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 63 KVA Vibrator (d) Formwork @ 10% on cost of material, labour and machinery (a+b+c)
10.00%
e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f (a) Height 5m to 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of above Item (excluding Form Work)
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (ii) Nominal mix 1:2:4 (Hand mixed) (MORD) (a) Height upto 5m Unit = cum (a) Material Cement Sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Formwork @ 10% out of material and labour (a+b)
10.00% 2.00%
t cum cum cum cum
0.330 0.450 0.360 0.360 0.180
day day day
0.100 2.360 10.00%
d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e
555
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(b) Height 5m to 10m Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of item (a) above (excluding Form Work)
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
10.00% 2.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) III PCC Grade M15 (Design Mix) (MORTH): (C) (i) For height upto 5 m
Case I : Using Concrete mixer : Rate per Cum Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11. 4(B)(i) of Chapter 11, excluding formwork.
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) III PCC Grade M20 (Design Mix) (MORTH) : (C) (ii) For height upto 5 m Case I : Using Concrete mixer : Rate per Cum Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(B)(ii) of Chapter 11, excluding formwork.
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) III PCC Grade M25 (Design Mix) (MORTH): (C) (i) For height upto 5 m (iii) i Case I : Using Concrete mixer : Rate per Cum Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (D) Case I excluding formwork.
1.000
10.00%
1.000
10.00%
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
10.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (D) Case II excluding formwork.
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
10.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (ii) Height 5m to 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (D) Case I excluding formwork.
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
12.00% 2.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
556
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11. 4 (D) Case II excluding formwork. d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) Height above 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11. 4(D) Case I excluding formwork. d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Item 4 (D) Case II excluding formwork. d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) IV D PCC Grade M30 (Design Mix) (MORTH):
1.000
12.00% 2.00%
1.000
15.00% 4.00%
1.000
15.00% 4.00%
(i) Height upto 5m
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4 (F) Case I excluding formwork. d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4 (F) Case II excluding formwork. d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1.00
10.00%
1.00
10.00%
557
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Height 5m to 10m
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (F) Case I excluding formwork.
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1.00
12.00% 2.00%
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (F) Case II excluding formwork.
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) Height above 10m Case I : Using concrete Mixer
1.00
12.00% 2.00%
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (F) Case I excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
15.00% 4.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11. 4 (F) Case II excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) V R.C.C grade M 20 (Nominal Mix) (MORD): (A) Unit = cum (i) Height upto 5m Case I : Using concrete Mixer (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mason 2nd Class Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA (d) Formwork @ 10% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f
15.00% 4.00%
t cum
0.330 0.450
cum cum
0.540 0.360
day day day day
0.100 1.390
hour hour
0.400 0.400 10.00%
558
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Height 5m to 10m
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Item V(A)(i) above excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
12.00% 2.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) Height above 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Item V(A)(i) above excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
15.00% 4.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) V R.C.C grade M 20 (Design Mix) (MORTH): (B) Unit = cum (i) Height upto 5m Case I : Using concrete Mixer (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mason 2nd Class Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA (d) Formwork @ 10% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f
t cum
0.347 0.45
cum cum
0.54 0.36
day day day day
0.06 0.10
hour hour
0.40 0.40
1.33
10.00%
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (c)(ii) Case II excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
10.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (ii) Height 5m to 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Item V(B)(i) Case I excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
12.00% 2.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
559
RBR-SBST Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (C) (ii) Case II excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
12.00% 2.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) Height above 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Item V (B) (i) Case I excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
15.00% 4.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (C) (ii) Case II excluding formwork.
1.00
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) VI R.C.C. grade M 25 (Design Mix) Unit = cum (i) Height upto 5m Case I : Using concrete Mixer (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA Vibrator (d) Formwork @ 10% on (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Case II : With Batching Plant, Transit Mixer and Concrete Pump
15.00% 4.00%
t cum cum cum
0.403 0.450 0.540 0.360
day day day
0.10 1.39
hour hour hour
0.40 0.40
Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (E) Case II excluding of Formwork
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
10.00%
1
10.00%
560
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Height 5m to 10m
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Item VI (i) Case I excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4 (E) Case II excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1
11.80% 1.80%
1
11.80% 1.80%
(iii) Height above 10m
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Item VI (i) Case I excluding of Formwork
1
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
15.00% 4.00%
Note in MORD : 1. The cost of form work has been increased, for more height, to account for cost of side support to form work. 2. Extra expenditure on structures which are more than 5m height is to cater for cost involve for approaching the work spot by providing ramp for use by labour. Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4 (E) Case II excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1
15.00% 4.00%
561
RBR-SBST Index-code
S. No 1
Description
2 VII RCC Grade M30 (Design Mix) (i) Height upto 5m
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
3
4
5
6
7
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4(G) Case I excluding of d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
1
10.00%
Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(G) Case II excluding of Formwork
1
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
10.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (ii) Height 5m to 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(G) Case I excluding of Formwork
1
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
11.50% 1.60%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(G) Case II
1
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
11.50% 1.60%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) Height above 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4 (G) Case I excluding of Formwork
1
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
14.00% 3.50%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(G) Case II excluding of Formwork
1
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
14.00% 3.50%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
562
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
VIII RCC Grade M35 (i) Height upto 5m
Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4(H) Case I excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(H) Case II excluding of Formwork
1
10.00%
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (ii) Height 5m to 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4(H) Case I excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
10.00%
1
11.00% 1.40%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(H) Case II excluding of Formwork
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (iii) Height above 10m Case I : Using concrete Mixer Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Chapter 11.4(H) Case I excluding of d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
11.00% 1.40%
1
13.00% 3.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) Case II : With Batching Plant, Transit Mixer and Concrete Pump Per Cum Basic Cost of Labour, Material & Machinery (a+b+c) cum of Chapter 11.4(H) Case II excluding of Formwork
1.000
d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork Add on cost of material, Labour and machinery excluding formwork to cater for extra lift
13.00% 3.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f)
563
RBR-SBST Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
2 3 4 5 6 Note in MORTH : The basic components of this analysis are the same as those of items 13.8 (A to H). The only changes are as under: a) Ramps/Stairs: Extra expenditure on structures which are more than 5 m high @ 2 per cent of cost for height upto 10 m and 4 per cent for heights above 10 m will be involved for approaching the work spot by providing higher ramp/stair case for use by the working parties.
Remarks 7
The above mentioned percentages have been suitably modified for different categories as cost for b) various categories varies, whereas effort for access for same height will be similar. As the cost of richer concrete is comparatively more, the percentage to be added has been reduced to maintain the same cost for extra efforts. 6
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t (a) Material
RBR-SBST-6
HYSD bars including 5 per cent overlaps and wastage
t
kg Binding wire (b) Labour for cutting, bending, shifting to site, tying, and placing in position day Mate day Blacksmith day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d A
RBR-SBST-7
6.000
2.000 6.840
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete including wastage, as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily.
Unit = t (a) Material HYSD bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire (b) Labour for cutting, bending, shifting to site, tying, and placing in position Welder Blacksmith/Bar Bender Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d 7
1.050
t each
1.025 70.000
Hr
10.00
kg
6.00
day
2.50
day day
2.000 6.840
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
Unit = t (a) Material t TMT bars including 5 per cent overlaps and wastage kg Binding wire (b) Labour for cutting, bending, shifting to site, tying, and placing in position day Mate day Blacksmith/Bar Bender day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d
1.050 6.000
2.000 6.840
564
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete including wastage, as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily.
3
4
5
6
7
A
Unit = t (a) Material TMT bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire (b) Labour for cutting, bending, shifting to site, tying, and placing in position Welder Blacksmith/Bar Bender Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d 8
RBR-SBST-8
t
1.025
each
70.000
Hr
10.00
kg
6.00
day
2.50
day day
2.000 6.840
Supplying, fitting and placing with MS bar reinforcement in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
Unit = t (a) Material t MS bars including 5 per cent overlaps and wastage kg Binding wire (b) Labour for cutting, bending, shifting to site, tying, and placing in position day Mate day Blacksmith day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d 9
RBR-SBST-9
1.050 6.000
1.500 5.780
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
Unit = Nos Taking output = 30 Nos (a) Material AC pipe 100 mm dia including wastage @ 5 per cent. Average m length of weep hole is taken as one metre for the purpose of estimating Nos. MS clamps
31.500
Collar for AC pipe (average taking 10% of above pipe rate)
10.00%
Cement mortar 1:3 (For rate refer to item 11.5 I) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 30 Nos = (a+b+c+d) Rate per No = (a+b+c+d)/30
30.000
cum
0.050
day day day
0.500 0.280
Note in MORTH : 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.
565
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
cum
12.000
day day
7.280
hour hour
2.500 0.050
cum
12.000
day day
7.280
hour hour
2.500 0.060
10
RBR-SBST-10
11
RBR-SBST-11
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH Unit = cum Taking output = 10 cum I Granular material (a) Material Granular material (b) Labour Mate Mazdoor (Unskilled) (c) Machinery Plate compactor / power rammer Water Tanker d&e) Overheads & Contractors Profit Cost for 10 cum of granular backfill = a+b+c+d+e Rate per cum = (a+b+c+d+e)/10 II Sandy material Unit = cum Taking output = 10 cum (a) Material Sand (b) Labour Mate Mazdoor (Unskilled) (c) Machinery Plate compactor/power rammer Water Tanker d&e) Overheads & Contractors Profit Cost for 10 cum of granular backfill = a+b+c+d+e Rate per cum = (a+b+c+d+e)/10 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
Unit = cum Taking output = 10 cum (a) Material cum Filter media as per specification (b) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) c) Machinery hour Water Tanker of 6 KL capacity d&e) Overheads & Contractors Profit Cost for 10 cum of granular backfill = a+b+c+d+e Rate per cum = (a+b+c+d+e)/10 Note : Suitable Grade of Filter media shall be proposed as per Specification in said IRC.
12.000 7.320 1.000 0.060
566
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Supplying, fitting and fixing in position true to line and level electrometric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 MORD
3
4
5
6
7
day day day
1.060 0.500
12
RBR-SBST-12
Unit = cubic centimeter Considering an electrometric bearing of size 500 x 400 x 96 mm for this analysis,
Overall volume = 19200 cu.cm Volume of 6 Nos 488x388x4 mm size reinforcing steel plates = 4545cu.cm. Hence volume of elastomer = 14655 cu. cm. a) Labour Mate Mazdoor (Unskilled) Mazdoor Skilled b) Material
Electrometric bearing assembly consisting of 7 internal layers of Nos. elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, complete with all components as per drawing and technical specification Add for anchorage bolts if required and consumables @ 1 per cent on (a+b)
1.000
1.00%
c&d) Overheads & Contractors Profit Cost for 19200 cu.cm. of elastomeric bearing = a+b+c+d Rate
per
cu.cm
of
elastomeric
bearing
=
(a+b+c+d)/19200 Note : For such type of manufactured item, the overhead cost is taken as 30 per cent instead of 20 per cent i
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications 2000, 1000 & 2200 MORTH. Unit: one tonne capacity Considering a 250 tonne capacity bearing for this analysis
a) Labour Mate
day
Mazdoor (Skilled)
day
0.500
Mazdoor (Unskilled)
day
1.060
b)
Material
Cast steel rocker bearing assembly of 250 tonne design each. load capacity duly painted complete with all its components as per drawing and specifications Add 1 per cent of cost of bearing assembly for foundation anchorage bolts, lifting arrangements, grease and other consumables. c&d) Overheads & Contractors Profit cost for 250 tonnes capacity bearing = a+b+c+d Rate per tonne capacity = (a+b+c+d)/250 ii Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications 2000, 1000 & 2200 MORTH. Unit: one tonne capacity
1.000
Considering a 250 tonne capacity bearing for this analysis
a)
Labour
Mate
day
Mazdoor (Unskilled)
day
1.060
Mazdoor (Skilled)
day
0.500
567
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
2
3
4
5
6
7
1
b)
Material
Forged steel roller bearing of 250 tonne design load each. capacity duly painted complete with all its components as per drawing and specifications
1.000
Add 1 per cent of cost of bearing assembly for foundation anchorage bolts, lifting arrangements, grease and other consumables. c&d) Overheads & Contractors Profit cost for 250 tonnes capacity bearing = a+b+c+d Rate per tonne capacity = (a+b+c+d)/250 iii Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications & Sections 2000 & 2200 MORTH Unit: one tonne capacity Considering a 80 tonne capacity bearing for this analysis
a)
Labour
Mate
day
-
Mazdoor (Unskilled)
day
1.060
Mazdoor (Skilled)
day
0.500
b)
Material
PTFE sliding plate bearing assembly of 80 tonnes design load each. capacity duly painted complete with all its components as per drawing and Technical Specifications Add 1% for foundation anchorage bolts and consumables.
1.000
c&d) Overheads & Contractors Profit cost for 80 tonnes capacity bearing = a+b+c+d Rate per tonne capacity = (a+b+c+d)/80 iv Supplying, fitting and fixing in position true to line and
level elastomeric bearing conforming to IRC: 83 (PartII) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications 2000 & 2200 MORTH. Unit: one cubic centimeter Considering an elastomeric bearing of size 500 x 400 x 96 mm for this analysis. Overall volume - 19200 cu.cm Volume of 6 nos. 488 x 388 x 4 mm size reinforcing steel plates = 4545 cu.cm. Hence volume of elastometer = 14655 cu.cm. a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Material
day day day
Elastomeric bearing assembly consisting of 7 layers of elastomer each. bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, complete with all components as per drawing and Technical Specifications.
1.06 0.50 1.00
Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables. c&d) Overheads & Contractors Profit cost for 19200cc of elastomeric bearing = a+b+c+d Rate per cc of elastomeric bearing = (a+b+c+d)/19200
568
RBR-SBST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications 2000, & 2200 MORTH.
3
4
5
6
7
day day day
0.790 0.350
v
Unit: one tonne capacity Considering the sliding bearing of 80 tonnes design capacity for this analysis.
a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Material
Supply of sliding plate bearing of 80 tonne design capacity each. complete as per drawings and Technical Specifications. Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables.
1.000
c&d) Overheads & Contractors Profit cost for 80 tonnes of capacity bearing = a+b+c+d Rate per tonne capacity = (a+b+c+d)/80 vi Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications 2000, & 2200 MORTH.
Unit: one tonne capacity Considering a Pot bearing assembly of 250 tonne capacity for this analysis.
a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Material
day day day
Pot type bearing assembly consisting of a metal piston supported each. by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components as per clause 2006 and complete as per drawings and Technical Specifications.
1.580 0.500 1.000
Add 1 per cent of cost of bearing assembly for foundation anchorage bolts and consumables.
c&d) Overheads & Contractors Profit cost for 250 tonnes capacity bearing = a+b+c+d Rate per tonne capacity = (a+b+c+d)/250 13
RBR-SBST-13
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 MORD
Unit = Running m Taking output = 1 m Assume wall thickness = 345 mm Projection of the coping will be 25 mm wide on both side of the wall = 345 + 50 = 395 mm Quantity = 1 x 0.395 x 0.150 = 0.059 PCC M-20 Grade (1:2:4) Nominal Mix As per item No. 12.5 (II)(i) including Overheads & Contractor's cum Profit
0.059
Add 10% extra of cost of (a) being architectural coping Cost of 1 m = a Rate per m = a 14
RBR-SBST-14
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 MORD
Unit = Nos (a) Material AC pipe 100 mm dia i/c wastage of 5 per cent 600 mm long upto m the bottom of leveling course Filter media base with stone aggregate as per specifications 0.5 m cum x 0.5 m area 1 m deep
(b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per No = (a+b+c+d)
0.630 0.250
day day
0.016
day
0.831
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
569
RBR-SPST
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 13 SUPERSTRUCTURE Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
t cum
0.33 0.45
cum
0.54
cum
0.36
day day
0.10
day
1.39
hr / cum
0.40
1
RBR-SPST-1
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH Note : 1. Water for CC works : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditions 2. Coarse aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view. I (A) R.C.C grade M 20 (MORD) (i) For nominal mix 1:2:4 (Using Concrete Mixture) Height upto 5m Unit = cum (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity
d) Add for formwork and staging Height upto 5 m @ 20% of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f ii Height 5m to 10m Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Item 1(A)(i), excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
1
25.00%
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) iii Height above10m Per Cum Basic Cost of Labour, Material & Machinery cum (a+b+c) of Item 1(A)(i), excluding of Formwork d) formwork Add on cost of material, labour and machinery (a+b+c) for Formwork
e&f) Overheads & Contractors Profit Rate perm (a+b+c+d+e+f) (B) For design mix RCC M 20 Using Concrete Mixer (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate
20.00%
1
30.00%
t cum
0.341 0.45
cum
0.54
cum
0.36
573
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity
I (i)
Generator 33 KVA Total (a+b+c) d) For formwork and staging add the following percentage of (a+b+c): Height upto 5 m @ 20 per cent e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Note : 1. Height from 5 m to 10 m @ 25 %(MORD) 2. Height above 10 m @ 30 per cent (MORD) RCC M 20 Design Mix (Using Concrete Mixture) (MORTH) Case I : (I) For solid slab super-structure (MORTH) For formwork and staging add the following:
day
-
day
0.10
day
1.39
hr / cum hour
0.40 0.40
20.00%
(i) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) for cum
cum
1.00 20.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m
(iii)
II (i)
(ii)
(iii)
Basic Cost of Labour, Material & Machinery cum Formwork and staging of (a+b+c) d) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery cum Formwork and staging of (a+b+c) d) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For T-beam & slab Height upto 5m Basic Cost of Labour, Material & Machinery cum d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery cum Formwork and staging of (a+b+c) d) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery cum Formwork and staging of (a+b+c) d) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Case II : Using Batching Plant, Transit Concrete Pump (RCC M20) Design Mix Unit = cum Taking output = 1 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate
(a+b+c) for cum
1.00 25.00%
(a+b+c) for cum
1.00 30.00%
(a+b+c) for cum
1.00 25.00%
(a+b+c) for cum
1.00 30.00%
(a+b+c) for cum
1.00 35.00%
Mixer and
t.km
0.341
cum
0.45
cum
0.54
cum
0.36
574
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
day day
0.024
day
0.157
hour
0.05
hour
0.05
hour
0.05
hour
0.125
t.km
2.5 L
hour
0.05
cum
1.00
cum
1.00 20.00%
b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) : Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump
I (i)
(ii)
(iii)
II (i)
(ii)
(iii)
II A
Basic Cost of Labour, Material & Machinery (a+b+c) For formwork and staging add the following: For solid slab super-structure Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For T-beam & slab Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) R.C.C M 25 Grade (Design Mix) Unit =cum Case I : Using Concrete Mixer. (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity
cum
1.00 25.00%
cum
1.00 30.00%
cum
cum
1.00 25.00%
1.00 30.00%
cum
1.00 35.00%
t cum cum cum
0.40 0.45 0.54 0.36
day day day
0.10 1.39
hour/ cum
0.40
575
RBR-SPST Index-code
S. No
Description
Unit
Quantity
1
2
3 hour
4 0.40
Generator 33 KVA
Rate Rs.
Amount Rs.
Remarks
5
6
7
d) For formwork and staging refer to sub-item I (B) case I above
(I) For solid slab super-structure (II) For T-beam & slab e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Note : This analysis will hold good for concrete of nominal mix 1:1½:3 also B Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC M25) Design Mix (MORTH) Unit = cum Taking output = 1 cum a) Material t 0.400 Cement cum 0.450 Coarse sand cum 0.540 20 mm Aggregate cum 0.360 10 mm Aggregate b) Labour day Mate day 0.024 Mason day 0.157 Mazdoor (Unskilled) c) Machinery hour 0.05 Batching Plant @ 20 cum/hour hour 0.05 Generator 100 KVA hour 0.05 Loader Transit Mixer ( capacity 4.0 cu.m ) hour 0.125 Transit Mixer 4 cum capacity lead upto1 Km t.km 2.5 L Lead beyond 1 Km, L - lead in Kilometer hour 0.05 Concrete Pump Basic Cost of Labour, Material & Machinery (a+b+c) (I) For solid slab super-structure
cum
1.00
cum
1.00 20.00%
(i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum
1.00 25.00%
cum
1.00 30.00%
(II) For T-beam & slab (i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum
1.00 25.00%
cum
1.00 30.00%
cum
1.00 35.00%
576
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
t cum cum cum
0.407 0.45 0.54 0.36
day day day
0.10 1.39
hour hour
0.40 0.40
cum
1.00 20.00%
III R.C.C. Grade M 30 Design Mix
Unit =cum Case 1: Using Concrete Mixer (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA d) For formwork and stagings refer to sub-item (d) of I (II) above (I) For solid slab super-structure (i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (II) For T-beam & slab
cum
1.00 25.00%
cum
1.00 30.00%
(i) Height upto 5m cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) C Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC M30) Design Mix (MORTH) Unit = cum Taking output = 120 cum a) Material t Cement cum Coarse sand cum 20 mm Aggregate cum 10 mm Aggregate b) Labour day Mate day Mason day Mazdoor (Unskilled) c) Machinery hour Batching Plant @ 20 cum/hour hour Generator 100 KVA hour Loader Transit Mixer ( capacity 4.0 cu.m ) hour Transit Mixer 4 cum capacity lead upto1 Km t.km Lead beyond 1 Km, L - lead in Kilometer hour Concrete Pump
1.00 25.00%
1.00 30.00%
1.00 35.00%
0.407 0.46 0.54 0.36 0.024 0.157 0.05 0.05 0.05 0.125 300L 0.05
Basic Cost of Labour, Material & Machinery (a+b+c)
Rate per cum = (a+b+c) (I) For solid slab super-structure (i) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum
1.00 20.00%
577
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Height 5m to 10m
(iii)
II (i)
(ii)
(iii)
D
cum 1.00 Basic Cost of Labour, Material & Machinery (a+b+c) 25.00% d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m cum 1.00 Basic Cost of Labour, Material & Machinery (a+b+c) 30.00% d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For T-beam & slab Height upto 5m cum 1.00 Basic Cost of Labour, Material & Machinery (a+b+c) 25.00% d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m cum 1.00 Basic Cost of Labour, Material & Machinery (a+b+c) 30.00% d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m cum 1.00 Basic Cost of Labour, Material & Machinery (a+b+c) 35.00% d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Note : Quantity of cement provided for various components of the superstructure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly quantity for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design. Use of Design mix in place of nominal mix of concrete of M20 and higher grades shall be preferred. Nominal mix of grades M20 is to be used with adequate supervision and quality control requirements. Technical Specification Clause 803 MORD. RCC/PSC Grade M35 Design Mix (MORTH) Case I : Using Concrete Mixer. Unit = 1 cum Taking output = 1 cum a) Material tonne 0.422 Cement cum 0.45 Coarse sand cum 0.54 20 mm Aggregate cum 0.36 10 mm Aggregate
578
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA
day
-
day
0.10
day
1.39
hour
0.40
hour
0.40
Basic Cost of Labour, Material & Machinery (a+b+c)
For formwork and staging add the following : For solid slab super-structure (i) Height upto 5m I
Basic Cost of Labour, Material & Machinery (a+b+c)
cum
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 23.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 28.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) II For T-beam & slab (i) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 23.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 28.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 33.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) III For box girder and balanced cantilever (i) Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 38.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c)
cum 48.00%
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c)
d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum 58.00%
579
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
t cum cum cum
0.422 0.45 0.54 0.36
day day day
0.024 0.157
hour hour hour
0.05 0.05 0.05
hour tkm hour
0.125 2.5 L 0.05
Case II : Using Batching Plant, Transit Mixer and Concrete Pump (RCC/PSC M35)
I (i)
(ii)
(iii)
II (i)
(ii)
(iii)
III (i)
Unit = cum Taking output = 1 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Machinery (a+b+c) For formwork and staging add the following : For solid slab super-structure Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For T-beam & slab Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For box girder and balanced cantilever Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum
cum 23.00%
cum 28.00%
cum 23.00%
cum 28.00%
cum 33.00%
cum 38.00%
580
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Height 5m to 10m
(iii)
E
I (i)
(ii)
(iii)
II
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) PSC Grade M-40 Design Mix (MORTH) Case I : Using concrete mixer. Unit = 1 cum Taking output = 1 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Concrete mixer (cap. 0.40/0.28 cum) Generator 33 KVA Basic Cost of Labour, Material & Machinery (a+b+c) For formwork and staging add the following : For solid slab super-structure Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For T-beam & slab
cum 48.00%
cum 58.00%
t cum cum cum kg
0.43 0.45 0.54 0.36 1.72
day day day
0.133 1.53
hour hour
0.40 0.40
cum 20.00%
cum 25.00%
cum 30.00%
(i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c)
cum 25.00%
e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum 30.00%
(iii) Height above 10m cum Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Case II : Using Batching Plant, Transit Mixer and Concrete Pump (PSC Grade M-40) (Design Mix) Unit = cum
35.00%
Taking output = 1 cum a) Material Cement
t
0.430
Coarse sand
cum
0.45
20 mm Aggregate
cum
0.54
10 mm Aggregate Admixture @ 0.4 per cent of cement b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA
cum
0.36
kg
1.72
day
-
day
0.029
day
0.175
hour
0.05
hour
0.05
581
RBR-SPST Index-code
S. No
Description
Unit
Quantity
1
2
3 hour
4 0.05
hour
0.125
tkm
2.5L
hour
0.05
I (i)
(ii)
(iii)
II (i)
(ii)
(iii)
Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Machinery (a+b+c) For formwork and staging add the following : For solid / voided slab super-structure Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For T-beam & slab Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
Rate Rs.
Amount Rs.
Remarks
5
6
7
cum
cum 23.00%
cum 28.00%
cum 23.00%
cum 28.00%
cum 33.00%
582
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
III For cast-in-situ box girder, segment construction and
balanced cantilever (i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) F PSC Grade M-45 (Design Mix)
cum 38.00%
cum 48.00%
cum 58.00%
Using Batching Plant, Transit Mixer and Concrete Pump
I
Unit = 1 cum Taking output = 1 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Machinery (a+b+c) For formwork and staging add the following : For solid / voided slab super-structure
t
0.465
cum
0.450
cum
0.540
cum
0.360
kg
1.860
day
-
day
0.029
day
0.174
hour
0.050
hour
0.050
hour
0.050
hour
0.125
tkm
2.5 L
hour
0.050
(i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
16.00%
21.00%
26.00%
583
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
II (i)
(ii)
(iii)
III (i)
(ii)
(iii)
G
For T-beam & slab including launching of precast girders by launching truss upto 40 m span Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) For cast-in-situ box girder, segmental construction and balanced cantilever Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) PSC Grade M-50 Design Mix (MORTH) Using Batching Plant, Transit Mixer and Concrete Pump Unit = 1 cum Taking output = 1 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Machinery (a+b+c)
21.00%
26.00%
31.00%
36.00%
46.00%
56.00%
t
0.49
cum
0.45
cum
0.54
cum
0.36
kg
1.96
day day
0.029
day
0.174
hour
0.05
hour
0.05
hour
0.05
hour
0.125
tkm
2.5 L
hour
0.05
584
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
III (i)
(ii)
(iii)
H
For formwork and staging add the following: For cast-in-situ box girder, segmental construction balanced cantilever Height upto 5m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) PSC Grade M- 55 MORTH Using Batching Plant, Transit Mixer and Concrete Pump Unit = 1 cum Taking output = 1 cum a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Batching Plant @ 20 cum/hour Generator 100 KVA Loader Transit Mixer ( capacity 4.0 cu.m ) Transit Mixer 4 cum capacity lead upto1 Km Lead beyond 1 Km, L - lead in Kilometer Concrete Pump Basic Cost of Labour, Material & Machinery (a+b+c)
cum 35.00%
cum 45.00%
cum 55.00%
t
0.529
cum
0.450
cum
0.540
cum
0.360
kg
2.120
day day
0.029
day
0.174
hour
0.05
hour
0.05
hour
0.05
hour
0.125
tkm
2.5 L
hour
0.05
For formwork and staging add the following: III For cast-in-situ box girder, segmental construction and
balanced cantilever (i) Height upto 5m
Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (ii) Height 5m to 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f) (iii) Height above 10m Basic Cost of Labour, Material & Machinery (a+b+c) d) Formwork and staging of (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e+f)
cum 35.00%
cum 45.00%
cum 55.00%
585
RBR-SPST Index-code
S. No 1
Description
Unit
Quantity
Rate Rs.
Amount Rs.
2 3 4 5 6 Note in MORTH : 1. Where ever concrete is carried out using batching plant, transit mixer, concrete pump, admixers conforming IS: 9103 @ 0.4 per cent of weight of cement may be added for achieving desired slump of concrete. 2. Cement provided for various components of the super structure is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly, the provision for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design.
Remarks 7
3. The items like needle and surface vibrators are part of minor T & P which is already covered under the overhead charges. As such these items have not been added separately in the rate analysis. 2
in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t
RBR-SPST-2
3
RBR-SPST-3
(i) Supplying, fitting, and placing HYSD bar reinforcement
(a) Material HYSD bars including 5 per cent for laps and wastage Binding wire (b) Labour for cutting, bending, tying and placing in position Mate Blacksmith/ Rod Binder Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d (ii) Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete including wastage, as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars 36 mm dia and above, where welding required to be done compulsorily. Unit = t (a) Material HYSD bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire (b) Labour for cutting, bending, tying and placing in position Welder Blacksmith/ Rod Binder Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d (i) Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
t kg
1.05 8.00
day
-
day
3.00
day
8.44
t
1.025
each
70.000
Hr
10.00
kg
8.00
day
2.50
day
3.00
day
8.44
Unit = t (a) Material t TMT bars including 5 per cent for laps and wastage kg Binding wire (b) Labour for cutting, bending, tying and placing in day position Mate day Blacksmith/ Rod Binder day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d
1.05 8.00
3.00 8.44
586
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(ii) Supplying, fitting, and placing TMT bar reinforcement in A superstructure complete including wastage, as per
4
RBR-SPST-4
5
RBR-SPST-5
drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily. Unit = t (a) Material TMT bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire (b) Labour for cutting, bending, tying and placing in position Welder Blacksmith/ Rod Binder Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d i Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t (a) Material MS bars including 5 per cent for laps and wastage Binding wire (b) Labour for cutting, bending, tying and placing in position Mate Blacksmith/ Rod Binder Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per t = a+b+c+d ii High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications in section 1800 MORTH Unit = 1 MT Taking output = 0.377 MT Details of cost for 12T13 strand 40 m long cable (weight = 0.377 MT) a) Material
t
1.025
each
70.000
Hr
10.00
kg
8.00
day
2.50
day
3.00
day
8.44
t
1.05
kg
8.00
day day
3.00
day
8.44
H.T. Strand @ 9.42 kg/m including 2 per cent for wastage t and extra length for jacking Sheathing duct ID 66 mm along with 5 per cent extra m length 40 x 1.05 = 42 m. Tube anchorage set complete with bearing plate, each permanent wedges etc Cement for grouting including 3 per cent wastage @ 3.00 t kg/m = 3 x 1.03 x 40 = 123.60 kg (say, = 125 kg) Add 0.50 per cent cost of material for Spacers, Insulation tape and miscellaneous items b) Labour i) For making and fixing cables, anchorages day Mate day Blacksmith day Mazdoor (Unskilled) ii) For prestressing day Mate/Supervisor day Prestressing operator / Fitter day Mazdoor (Unskilled) iii) For grouting day Mate/Supervisor day Mason day Mazdoor (Unskilled) c) Machinery hour Stressing jack with pump hour Grouting pump with agitator hour Generator 33 KVA. d&e) Overheads & Contractors Profit Cost for 0.377 MT (a+b+c+d+e) Rate per MT = (a+b+c+d+e)/0.377 Note : Cost of HT steel shall be taken for delivery at site. Hence carriage has not been considered. (i) Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH
0.39 42.00 2.00 0.125
1.00 3.16 0.25 1.05 0.25 1.05 2.50 1.00 3.50
587
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Unit = cum (a) Material Cement Sand 20 mm aggregate 10 mm aggregate HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) Mazdoor (Unskilled) for cleaning deck slab concrete surface c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA. (d) Formwork @ 3% of cost of concrete e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f (ii) Providing and laying cement concrete wearing course M 25 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD Unit = cum (a) Material Cement Sand 20 mm aggregate 10 mm aggregate HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) Mazdoor (Unskilled) for cleaning deck slab concrete surface c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA. (d) Formwork @ 3% of cost of concrete e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f
t
0.407
cum
0.45
cum
0.54
cum
0.36
t
0.075
day
-
day
0.10
day
1.39
day
0.15
hour
0.40
hour
0.40 3.00%
t
0.400
cum
0.45
cum
0.54
cum
0.36
t
0.075
day
-
day
0.10
day
1.39
day
0.15
hour
0.40
hour
0.40 3.00%
588
RBR-SPST Index-code RBR-SPST-6
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
6
Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 & 2702 MORTH.
Unit = sqm Taking output = 72.46 sqm (2 tonnes)(0.869 cum) assuming a density of 2.3 tonnes/cum. a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Machinery hour Mechanical broom @ 1250 sqm per hour Air compressor 250 cfm Mastic cooker 1 tonne capacity Bitumen boiler 1500 litres capacity Tractor for towing and positioning of mastic cooker and bitumen boiler c) Material Base mastic (without coarse aggregates) = 60 per cent Coarse aggregate(3.35mm to 9.5 mm size) = 40 %
11.49 1.25 0.06
hour hour hour
0.06 6.00 6.00
hour
1.00
Proportion of material required for mastic asphalt with coarse aggregates (based on mix design done by CRRI for a specific case) i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by t weight of mix. 2 x 10.2/100 = 0.204 ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 cum x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39 iii) Lime stone dust filler with calcium carbonate content not t less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36 iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cum cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55 v) Pre-coated stone chips of 9.5 mm nominal size for skid cum resistance = 72.46x0.005/10 = 0.036 vi) Bitumen for coating of chips @ 2 per cent by weight = kg 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg d&e) Overheads & Contractors Profit Cost for 72.46 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/72.46
0.204 0.39 0.36
0.55
0.036 1.05
Note : 1.The rates for 6 mm or any other thickness may be worked out on pro-rata basis.
2. Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately. 3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case. 5.The quantity of bitumen works out 17 per cent of the mastic asphalt blocks without aggregates and falls within the standards laid down by MoRTH Specifications.
589
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
7
RBR-SPST-7
i
Construction of R.C.C. railing of M 25 grade in cast-insitu with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD. Unit = Running m Taking output = 4x12 m Span = 48 m (a) M 25 grade R.C.C. No. of vertical posts = (6+1) 4 = 28 nos Cross-sectional area of vertical post = 0.25x0.275 = 0.069 sqm
Concrete in vertical posts = 0.069x28x1.00 = 1.932 cum Hand rail in 3 tiers = 3x48 = 144 m Cross-sectional area = 0.17x0.175 = 0.03 sqm Concrete in hand rails = 0.03 x 144 = 4.32 cum cum 6.252 Total concrete = 1.932+4.32 = 6.252 cum t 1.36 (b) HYSD bar reinforcement (Rate as per item 13.2) c&d) Overheads & Contractors Profit Cost for 48 m = (a+b+c+d) Rate per m = (a+b+c+d)/48 Sub Analysis for Rate of Concrete (a) Material t 0.40 Cement cum 0.45 Coarse sand cum 0.54 20 mm aggregate cum 0.36 10 mm aggregate (b) Labour day Mate day 0.12 Mason (1st Class) day 2.09 Mazdoor (Unskilled) c) Machinery hour 0.40 Concrete mixer 0.4/0.28 cum capacity 12.00% Formwork @ 12% Total (a+b+c+d) Note : 1. 48 m length is the total linear length adding both sides of 2x12 m span 2. Quantities of material have been adopted from standard plans of MORTH vide drawing No SD/202 ii Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications, in sections 1500, 1600, 1700 & 2703 MORTH. Unit = 1 RM Taking output = 2 x 24 m span = 48 m a) Material 4.092 Cement concrete M30 Grade Refer relevant item of cum concrete in Item 14.1(C) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in Vertical posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).
Add 5 per cent of above cost for form work for casting in cum casting yard.
5.00%
590
RBR-SPST Index-code
S. No
Description
Unit
Quantity
1
2
3 t
4 0.865
Rate Rs.
Amount Rs.
Remarks
5
6
7
HYSD bar reinforcement Rate as per item No 14.2 (Excluding OH & CP) Refer MoRTH SD / 202. 5.00% Add 5 per cent of (a) for handling and fixing of precast panels in position b&c) Overheads & Contractors Profit Rate for 48 m (a+b+c) Rate per metre (a+b+c)/48 Note : 1. Quantities of material have been adopted from standard plans of MoRTH vide drawing no. SD/202. 2. 48 m length is the total linear length adding both sides of 24 m span. iii Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications in sections 1500, 1600, 1700 & 2703 MORTH.
Unit = 1 RM Taking output = 2 x 24 m span = 48 m. a) Material Cement concrete M30 Grade Refer relevant item of concrete in Item cum 14.1(C) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202). cum Add 12 per cent of above cost for form work. HYSD bar reinforcement Rate as per item No 14.2 (Excluding OH & t CP)
4.092
10.00% 0.865
refer MoRTH SD / 202. b&c) Overheads & Contractors Profit Cost for 48 m (a+b+c) Rate per metre (a+b+c)/48 Note : 1. Quantities of material have been adopted from standard plans of MoRTH vide drawing no. SD/202.
8
RBR-SPST-8
2. 48 m length is the total linear length adding both sides of span. Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 MORD / 1900 & 2703 MORTH. Unit = Running m Taking output = 100 m (2 x 50 m span) (a) Material IS MC 100=2.806x1.05=2.946 t MS Flats = 0.964x1.05 =1.012 t MS bars = 0.17x1.05=0.18 t MS bolts, nuts and washers (b) Labour Mate Blacksmith Mazdoor (Unskilled) (c) Add 5 per cent of (a) for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion. (d) Add for cost of concrete for fixing vertical post in the preformed recess @ 1 per cent of (a)
24 m
t
2.946
t t kg
1.01 0.18 150.00
day
-
day
30.00
day
42.80 5.00%
1.00%
591
RBR-SPST Index-code
S. No
Description
Unit
Quantity
1
2
3
4 1.00%
9
RBR-SPST-9
RBR-SPST-10
11
RBR-SPST-11
Amount Rs.
Remarks
5
6
7
(e) Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of (a) f&g) Overheads & Contractors Profit Cost for 100 m = (a+b+c+d+e+f+g) Rate per m = (a+b+c+d+e+f+g)/100 Note : A typical drawing for MS railing has been followed for estimate purpose. Rate may be worked out as per design to be followed Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and Technical Specifications Clause 1208.2 MORD Unit = Running m Taking output = 2 x 10 m = 20 m (a) Material t 0.13 Steel posts IS MB 100 (100 x 75) 5 x 2 x 11.5 x 1.1 x 1.05 = 130 kg m 60.00 50 mm dia steel pipes light quality with ISI mark 20 x 3 = 60 m kg 50.00 M.S Bolts, nuts and washers 5.00% Add @ 5 per cent of (a) for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1% of (a)
10
Rate Rs.
(b) Labour Mate Blacksmith Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 20 m steel railing = a+b+c+d Rate per metre = (a+b+c+d)/20 Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 MORD Unit = cum (a) Material Bricks (Modular Bricks 19 x 9 x 9 cms) Cement mortar (Rate as in item 11.5 I) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH Unit = 1 No (a) Material Corrosion resistant structural steel grating including 5 per cent wastage G I pipe 100 mm dia GI bolt 10 mm Dia Galvanised MS flat clamp
1.00%
day
-
day
6.00
day
8.56
Nos.
520.00
cum
0.20
day
-
day
0.89
day
1.80
kg
4.00
m
6.00
each
6.00
each
2.00
592
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(b) Labour For fabrication Mate Blacksmith, Welder etc. (Skilled) Mazdoor (Unskilled) For fixing in position Mate Mason (1st Class) Mazdoor (Unskilled) Add @ 5 per cent of cost of material and labour (a+b) for electrodes, gas cutting, sealant, anti-corrosive bituminous paint, mild steel grating etc. c&d) Overheads & Contractors Profit Rate per m = a+b+c+d
day
-
day
0.02
day
0.04
day
-
day
0.01
day
0.21 5.00%
Note in MORTH : 1. In case of viaducts in urban areas, the drainage spouts should be connected with suitably located pipelines to discharge the surface run-off to drains provided at ground level. 2. In case of bridges, sufficient length of G.I Pipe shall be provided to ensure that there is no splashing of water from the drainage spout on the structure. 12
RBR-SPST-12
P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH (i) Nominal mix (1:2.5:5) / PCC M 15 using Concrete Mixture Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class0 Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity Generator 33 KVA. d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f (ii) Nominal mix 1:2.5:5 (Hand mixing) MORD Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class0 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d
t
0.275
cum
0.48
cum
0.54
cum
0.27
cum
0.09
day
-
day
0.10
day
1.39
hour
0.40
hour
0.40
t
0.275
cum
0.48
cum
0.54
cum
0.27
cum
0.09
day
-
day
0.10
day
2.36
593
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 MORD / 1500, 1600, 1700 & 2704 MORTH
3
4
5
6
7
13
RBR-SPST-13
i
Unit = cum (a) Material Reinforced cement concrete M 25 grade cum Rate as per Item 11 (i) HYSD reinforcement t Rate per item 2 Rate per cum = (a) ii Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500, 1600, 1700 & 2704 MORTH Unit = 1 cum Taking output = 1 cum a) Material Cement concrete M30 Grade Refer relevant item of concrete in item cum 1(III) by using batching plant, excluding formwork i.e. per cum basic cost (a+b+c) (Excluding OH & CP) Form Work : Refer relevant item of concrete in item No. cum
1(III) except that form work may be added at the rate of 2 per cent of cost against 3.5 per cent provided in the foundation concrete. HYSD bar reinforcement Rate as per item No 2 (Excluding
t
1.00 0.05
1.00
2.00%
0.05
OH&CP)
RBR-SPST-14
b&c) Overheads & Contractors Profit Rate per cum (a+b+c) Note : The grade of reinforced cement concrete may be adopted as M30 for severe conditions and M25 for moderate conditions. 14 Providing and laying of an electrometric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation and as per Technical Specification Clause1207.2.5 MORD / 2606 MORTH (i) Unit = Running m Taking output = 12.00 m (a) Material 12.00 Supply of electrometric slab seal expansion joint assembly m manufactured by using chloroprene elastomer for elastomeric slab unit conforming to Clause 915.1 of IRC:83 (Part II) complete as per approved drawings and specifications. (b) Labour day Mate day 1.00 Mazdoor (Unskilled) day 0.56 Mazdoor (skilled) 5.00% Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. c&d) Overheads & Contractors Profit Rate per m = (a+b+c+d)/ 12 (ii) Unit = Running m Taking output = 7.5 m (a) Material 7.50 Supply of elastomeric slab seal expansion joint assembly m manufactured by using chloroprene elastomer for elastomeric slab unit conforming to Clause 915.1 of IRC:83 (Part II) complete as per approved drawings and specifications. (b) Labour day Mate day 0.74 Mazdoor (Unskilled) day 0.40 Mazdoor (skilled) 5.00% Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. c&d) Overheads & Contractors Profit Rate per m =(a+b+c+d)/7.5 15
RBR-SPST-15
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder to cater for a horizental movement upto 40mm and vertical movement of 3 mm as per drawing and Technical Specification Clause 1207.2.4 / 2600 MORTH
594
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Galvanised angle section 100 mm x 100 mm of 12 mm thickness weldable structural steel as per IS:2062, 2 Nos. of 12m length each @ 17.7 kg/m and 5% wastage.
kg
446.00
(a) Unit = Running m
Taking output = 12m (a) Material
Add 5 per cent of cost of above for structural steel for welding and other incidentals. Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.
5.00% m
12.00
Add 1 per cent of cost of sealing element for lubricant-cumadhesive and other consumables. (b) Labour day Mate day Mazdoor (Skilled) day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 12 m = a+b+c+d Rate per m = (a+b+c+d)/ 12 (b) Unit = Running m Taking output = 7.5 m (a) Material
1.00%
Galvanised angle section 100 mm x 100 mm of 12 mm thickness weldable structural steel as per IS:2062, 2 Nos. of 7.5 m length each @ 17.7 kg/m and 5 per cent wastage. Add 5 per cent of cost of above for structural steel for welding and other incidentals. Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.
293.00
kg
0.30
5.00% m
Add 1 per cent of cost of sealing element for lubricant-cum-adhesive and other consumables.
(b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5
0.64
7.50
1.00%
day day
0.224
day
0.40
Note : 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered for in the quantities of R.C.C deck 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck.
595
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Buried Joint Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per Technical Specification Clause 1207.2.3 MORD / 2604 MORTH.
16
RBR-SPST-16
a
b
Unit = Running m Taking output = 12 m (a) Material Galvanised M.S. plate 200 mm wide 12 mm thick @ 94.20 kg kg/sqm including 5 per cent wastage. Add 1 per cent of cost of steel plate for cutting, welding, consumables and galvanised nails. (b) Labour day Mate day Mazdoor (Skilled) day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 12 m = a+b+c+d Rate per m = (a+b+c+d)/ 12
17
1.00%
0.22 0.40
Unit = Running m Taking output = 7.5 m (a) Material Galvanised M.S. plate 200 mm wide 12 mm thick @ 94.20 kg/sqm including 5 per cent wastage. Add 1 per cent of cost of steel plate for cutting, welding, consumables and galvanised nails. (b) Labour
RBR-SPST-17
237.50
kg
150.00 1.00%
day Mate day 0.16 Mazdoor (Skilled) day 0.25 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/ 7.5 NOTE : Guidelines laid down vide the MoRTH circular No. RW/NH-34059/1/96-S&R dated 30.11.2000 and subsequent corrigendum dated 25.01.2001 may be referred for expansion joints. Filler Joint (I) Providing and fixing 2 mm thick corrugated copper (A) plate in expansion joint as per drawing and technical
specifications Clause 1207.2.2 MORD Unit = Running m Taking output = 7.5 m (a) Material Copper plate - 7.5 m long x 250 mm wide Area = 7.5 x 0.25 = 1.875 sqm Weight = 1.875 x 0.002 x 8900 = 33.4 kg. Wastage @ 2.5% = 0.83 kg. Total weight = 34 kg (b) Labour For cutting, bending, carrying and fixing etc. Mate Mazdoor (Unskilled) Mazdoor (Skilled) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 (B) Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification 2605 MORTH. Unit = Running m Taking output = 12 m (a) Material Copper plate - 12 m long x 250 mm wide Area = 12 x 0.25 = 1.875 sqm Weight = 3 x 0.002 x 8900 = 53.4 kg Wastage @ 2.5% = 1.33 kg/54.73 kg say = 55 kg. Total weight = 108.4 kg (b) Labour For cutting, bending, carrying and fixing etc. Mate Mazdoor (Unskilled) Mazdoor (Skilled) c&d) Overheads & Contractors Profit
kg
34.00
day
-
day
0.35
day
0.37
kg
55.00
day
-
day
0.54
day
0.50
596
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
sqm
1.875
(II) (A)
(B)
(III) (A)
Cost for 12 m = a+b+c+d Rate per m =(a+b+c+d)/ 12 Providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications MORD Unit = Running m Taking output = 7.5 m (a) Material 20 mm thick compressible fiber board 250 mm deep Area = 7.5 x 0.25 = 1.875 sqm (b) Labour For carrying, placing and fixing Mate Mazdoor (Unskilled) Mazdoor (Skilled) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5 Providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications 2605 MORTH Unit = Running m Taking output = 12 m (a) Material 20 mm thick compressible fiber board 250 mm deep Area = 12 x 0.25 = 3.00 sqm (b) Labour For carrying, placing and fixing Mate Mazdoor (Unskilled) Mazdoor (Skilled) c&d) Overheads & Contractors Profit Cost for 12 m = a+b+c+d Rate per m =(a+b+c+d)/ 12 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications MORD Unit = Running m Taking output = 7.5 m (a) Material Premoulded joint filler 20 mm thick and 300 mm deep
day
-
day
0.11
day
0.1
sqm
3.00
day day
0.1
day
0.108
sqm
2.25
597
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(b) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = (a+b+c+d)/7.5
day
-
day
0.14
day
0.07
(B) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications MORTH
Unit = Running m Taking output = 12 m (a) Material sqm 3.6 Premoulded joint filler 20 mm thick and 300 mm deep (b) Labour day Mate day 0.21 Mazdoor (Unskilled) day 0.1 Mazdoor (Skilled) c&d) Overheads & Contractors Profit Cost for 12 m = a+b+c+d Rate per m = (a+b+c+d)/ 12 (IV) Providing and filling joint sealing compound as per (A) drawings and technical specifications with coarse sand and 6 per cent bitumen by weight MORD Unit = Running m Taking output = 7.5 m 00 mm wide x 10 mm deep recess (a) Material cum 0.008 Sand Volume = 7.5 x 0.1 x 0.01 = 0.008 cum Weight = 0.008 x 1400 = 11.2 kg t 0.0007 Bitumen-11.2 x 0.06 = 0.672 kg (b) Labour day Mate day 0.52 Mazdoor (Skilled) day 0.10 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 7.5 m = a+b+c+d Rate per m = ((a+b+c+d)/7.5) or ((a+b+c+d)/ 12) (B) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight MORTH Unit = Running m Taking output = 12 m 00 mm wide x 10 mm deep recess (a) Material cum 0.012 Sand Volume = 12 x 0.1 x 0.01 = 0.012 cum Weight = 0.012 x 1400 = 16.8 kg t 0.001 Bitumen-16.8 x 0.06 = 1.008 kg (b) Labour day Mate day 0.12 Mazdoor (Skilled) day 0.5 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 12 m = a+b+c+d Rate per m = (a+b+c+d)/ 12 Note : For arriving at the final rate for filler joints per m length and per cm depth of joint filling compound, the rates of Sr. Nos (i), (ii), (iii) and (iv) shall be added.
598
RBR-SPST Index-code RBR-SPST-18
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
18
Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 25 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking / backer rod, all as per approved drawings and specifications 2600 MORTH. Unit = Running meter Taking output = 12 m a) Labour Mate Mazdoor (unskilled) Mazdoor (Skilled) / Mason b) Material Crushed stone aggregate 12.5 mm nominal size Polymer modified bitumen Galvanised structural steel plate 200 mm wide,6 mm thick, 12 m long (2.4 sqm) @ 47.10 kg/sqm including 5 per cent wastage Add 1 per cent for welding and foam caulking/backer rod and other incidentals. c) Machinery Mastic cooker 1 tonne capacity Smooth 3-wheeled steel roller 8-10 capacity d&e) Overheads & Contractors Profit Cost for 12 m asphalt plug joint = (a+b+c+d+e) Rate per m = (a+b+c+d+e)/12
RBR-SPST-19
19
day day
1.052
day
0.30
cum
0.75
kg
77.50
kg
113.00 1.00%
hour
1.00
hour
0.50
Note : The nominal size of aggregates shall be 12.5 mm for depth of joint upto 75 mm and 20 mm for joints of depth more Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications 2607 MORTH to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
Unit = Running meter Taking output = 12 m a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Material Supply of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element and complete accessories as per approved specifications and drawings.
day
-
day
1.00
day
0.30
m
12.00
5.00% Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. c&d) Overheads & Contractors Profit Cost for 12 m = (a+b+c+d) Rate per m = (a+b+c+d)/12 Note : 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck.
599
RBR-SPST Index-code RBR-SPST-20
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
20
Modular Strip / Box Seal Joint Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications 2600 MORTH to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a) Labour day Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) b) Material Supply of a modular strip/box seal joint assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative.
RBR-SPST-21
21
Supply of a modular box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative.
22
RBR-SPST-23
23
0.46 12.00
c&d) Overheads & Contractors Profit Cost for 12 m Modular strip/box seal joint = (a+b+c+d) Rate per m = (a+b+c+d)/12 Note : 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck. Modular Strip / Box Seal Joint Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications 2600 MORTH to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Unit = Running meter Taking output = 12 m a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Material
RBR-SPST-22
m
1.00
day
-
day
1.25
day
0.57
m
12.00
c&d) Overheads & Contractors Profit Cost for 12 m Modular strip/box seal joint = (a+b+c+d) Rate per m = (a+b+c+d)/12 Note : 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 3. The anchoring bars of the expansion joint assembly shall be welded to the main reinforcement of the deck. Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) Unit = 1 MT Taking output = 1 MT To be taken as per the prevailing market rates. Note : Contractors generally do not have expertise for this item . The job is therefore, got done from specialised firms who have the expertise in the field of construction chemicals. The prevailing rate in the market is required to be ascertained from the market and added in the cost estimate. Detailed guidelines in this regard have been issued by MoRTH vide their circular no. RW/NH-34041/44/91-S&R dated 21.3.2000. Precast - pretensioned Girders Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications in sections 1800 & 2300 MORTH Unit = 1 cum
600
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
Taking output = 1 cum Grade of concrete - M40 a) Material Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement HYSD steel . HT strand with 5 per cent as wastage and extra length for anchoring LDO for steam curing Add consumables such as binding wire, foam, packing tape, shuttering oil, HDPE pipe for unbonding of strand, bolt & nuts etc @ 1 per cent of material cost b) Labour (i) Cutting, bending, making reinforcement cage, placing in position, binding etc. complete Taking quantity of steel 100 Kg/cum of concrete including laps and wastage Mate Mazdoor (Skilled) Mazdoor (Unskilled) (ii) Cable cutting and threading in position including binding by insulation tape with HDPE pipes etc., prestessing and cutting of extra length of HT strand after de-stressing. Taking quantity of HT strand 60 Kg/cum Mate Mazdoor (Skilled) Mazdoor (Unskilled) (iii) Erection and dismantling of shuttering Taking shuttering area 10 sqm/cum of concrete Mate Mazdoor (Skilled) Mazdoor (Unskilled) (iv) Concreting by Batching plant and stationary concrete pump Mate Mazdoor (Skilled) Mazdoor (Unskilled)
t
0.47
cum
0.45
cum
0.54
cum
0.36
Kg
1.88
t
0.10
t
0.06
Litre
37.00 1.00%
day
-
day
0.41
day
1.40
day
-
day
0.16
day
0.50
day
-
day
1.12
day
2.00
day
-
day
0.08
day
0.60
601
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(v) Steam curing and manual curing Mate Mazdoor (Unskilled) (vi) Handling of precast girder, stacking in stockyard and again loading in trailer Mate Mazdoor (Unskilled) (vii) Placement of girders in position over pier caps including placement of sand jacks, channel, leveling Mate Mazdoor (Skilled) Mazdoor (Unskilled) c) Machinery i) At casting yard Generator 100 KVA Batching Plant @ 20 cum/hour Transit Mixer 4 cum capacity Concrete Pump stationary Crane 35 tonne capacity Trailer 30 tonne capacity Loader ii) For transportation and placement at site Crane 35 tonne capacity Trailer 30 tonne capacity for transporting to site. (L - Lead in Kilometer) Trailer 30 tonne capacity during placement. Cost of formwork, steam curing arrangement, pretensioning arrangement etc @ 5 per cent of cost material, labour and machinery d&e) Overheads & Contractors Profit Rate per cum = (a+b+c+d+e) 24
RBR-SPST-24
day
-
day
0.36
day
-
day
0.26
day
-
day
0.07
day
0.24
hour
0.05
hour
0.05
hour
0.10
hour
0.05
hour
0.10
hour
0.10
hour
0.05
hour
0.15
t.km
2.5xL
hour
Providing and fixing Helical pipes in voided concrete slabs as per Tech Specification in Section 1700 & 1800 MORTH. Unit = 1 RM Taking output = 1 RM a) Material metre Helical pipes 600mm diameter each Tie rods 20mm diameter
0.15 5.00%
1.00 1.00
Consumables for sealing joints etc.@ 5%of cost of material
RBR-SPST-25
25
b) Labour day Mate day Fitter day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum (a+b+c+d) Crash Barriers The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation as per Specification 800 MORTH.
0.05 0.21
602
RBR-SPST Index-code RBR-SPST-26
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
26
Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTH.
27
RBR-SPST-27
28
RBR-SPST-28
29
RBR-SPST-29
30
RBR-SPST-30
31
RBR-SPST-31
32
RBR-SPST-32
Unit = sqm Taking output = 10 sqm a) Labour Mate Painter Mazdoor (Skilled) b) Material Water based paint of approved quality for cement concrete surface c&d) Overheads & Contractors Profit Cost for 10 sqm (a+b+c+d) Rate per sqm (a+b+c+d)/10 Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 MORD I. Random rubble masonry Rate same as in Chapter 12.4 III (i) II. Coursed rubble masonry (1st sort) Rate same as in Chapter 12.4 I (i) Pointing with cement mortar (1:3) on brickwork in parapet as per technical specifications Clauses 613.3 and 1208.4 MORD Rate same as in Chapter 12.2 Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 MORD Rate same as in Chapter 12.3 Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 MORD I. Nominal mix 1:2.5:5 (Hand mixing) Rate same as in item 12.5 I (ii) II. Nominal mix (1:2.5:5) Rate same as in item 12.5 I (i) Providing bituminous wearing coat comprising of 20 mm thick premix carpet with 5 mm thick seal coat Type B for culverts as per drawing and technical specifications Clauses 1206.2 and 500 MORD i.Rate for wearing coat as per item No. 5.9 of Chapter 5 ii.Rate for seal coat Type B as per item No. 5.12 of Chapter 5
day
-
day
0.25
day
0.26
L
5.00
cum cum
sqm
sqm
cum cum
Note : This type of wearing coat may be adopted where a cushion is provided over the culvert and the adjoining road pavement is continued over it. Providing bituminous wearing coat comprising of 50 mm thick bituminous macadam overlaid by 20 mm thick premix carpet with 5 mm thick seal coat Type B as per Tech Specification 1200 MORD i. Rate for BM layer may be analysed as per item No 5.3 of cum Chapter 5 ii. Rate of 20 mm premix carpet wearing course as per sqm item No.5.9 of Chapter 5 iii. Rate of seal coat Type B as per item No. 5.12 of Chapter sqm 5
603
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
33
Brickwork in arches in cement mortar 1:4 complete including centering and shuttering excluding pointing and plastering as per drawing and technical specifications Clauses 606 and 1205.1 MORD Unit = cum (a) Material Nos. 512.00 Brick 1st class (23 x 11 x 7 cms Traditional Bricks) cum 0.20 Cement mortar (1:4) (Rate same as for item 11.5 II) (b) Labour day Mate day 1.80 Mazdoor (Unskilled) day 0.89 Mason (1st Class) (c) Add for centering and shuttering @ 110% of (a+b) d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e Note : 1. In case cement mortar 1:3 is used, rate as in item 11.5 I. will hold good. 2. Quantity of bricks for arches will be about 10 per cent more than that for ordinary brickwork . 3. In case special arch bricks are used, the quantity of bricks per cum shall be taken as 580 Nos. 4. Rates for spandrel walls shall be taken same as for brickwork in substructure. 5. Rate for spandrel filling will depend on the filling material adopted
RBR-SPST-33
6. Compressive strength of Bricks shall be not less than 72 kg /cm 2 34
Coursed rubble stone masonry arch (Ist sort) in cement mortar (1:4) complete including centering etc. complete as per drawing and technical specifications Clauses 706 and 1205.1 MORD Unit = cum (a) Material Stone for CR masonry 1st sort Through and bond stone (7 Nos 0.24x0.24x0.39 = 0.16cum)mortar (Rate as in item 11.5 II) Cement (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Add for centering and shuttering @ 100 % of (a+b) d&e) Overheads & Contractors Profit Rate per cum = a+b+c+d+e
RBR-SPST-34
cum
0.94
Nos.
0.16
cum
0.30
day
-
day
1.50
day
1.62
Note : 1. In case cement mortar 1:3 is used, rate for the same shall be as per item 11.5 I.
2. The addition for centering and sluttering at (c) above is for arch above 6 m span. For lesser span length the addition shall be 80 per cent for span above 4 m length and 50 per cent for spans less than 4 m. Providing & Laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and technical specifications Clauses 800, 900 and 1205.1 MORD
35
RBR-SPST-35
I
Unit = cum RCC grade M20 (1:2.4) nominal mix (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) Bhisti (c) Machinery Concrete mixer 0.4/0.28 cum capacity (d) Add for cost of centering and shuttering @ 50 per cent of (a+b) per sqm of surface of arch soffit
e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f II RCC Grade M 25 (Design Mix) (a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) Bhisti
t
0.33
cum
0.45
cum
0.54
cum
0.36
day
-
day
0.20
day
2.15
day
-
hour
0.40
t
0.40
cum
0.45
cum
0.54
cum
0.36
day
-
day
0.20
day
2.15
day
-
604
RBR-SPST Index-code
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
(c) Machinery hour Concrete mixer 0.4/0.28 cum capacity (d) Add for cost of centering and shuttering @ 45 % of cost of (a+b) per sqm of surface of arch soffit e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f
0.40
Note : The additional cost of centering and shuttering @ 50 / 45 per cent of cost of material and labour shall hold good for arch spans of 6 m and above. For lesser length of spans, the corresponding additional cost can be taken as 40 per cent for spans above 4 m length and 30 per cent for spans less than 4m. 36
RBR-SPST-36
Providing steel R.S.Js/built-up steel sections including cutting, welding/riveting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 MORD A Steel section Unit = quintal Taking output for a typical 6 m long built up section comprising of of R.S.Js, with connecting plates with shear connectors
(a) Material R.S.Js 350 m x 200 mm @ 56.9 kg/m 6.0 m x 56.9 kg = 341.4 kg Add 5 per cent for wastage = 17.87 kg Total = 358.47 kg 25 cm wide x 12 mm thick plate 4x6x8.25 = 565.25 kg Wastage 5 per cent = 28.3 kg Total = 593.54 kg Add shear connectors @ 10% = 59 kg Total = 358.47 +593.5+59 = 1011 kg Steel fabricated section Rivets 22 mm dia = 240 Nos Wastage @ 5 per cent = 12 Nos Total = 252 Nos Quantity of riveting @ 1.8 kg per 10 rivets = 45.35 kg
q
q
Add 5% of cost of material for painting one shop coat with red oxide primer and three coats of synthetic enamel and consumables
10.11
0.454 5.00%
(b) Labour day 6.00 Fitter day 6.00 Blacksmith day 12.00 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 10.11 q = a+b+c+d Rate per quintal = (a+b+c+d)/10.11 Note : 1. In case of welded section, welding charges per cm length of welding shall substitute cost of riveting 2. Shear connectors should always be welded to the top flange 3. The analysis of R.C.C. deck slab for the composite girder to be adopted from the item 13.1 of concrete superstructure 4. In the analysis of deck slab for composite girder superstructure, the component of formwork for the same shall be 20 per cent of cost of materials, labour and machinery for deck slab. 5. For spans upto 6 m with height above 5 m extra labour of mazdoor @ 3.0 days per quintal may be added 6. For higher span lengths of different heights following additional labour for erection of steel girders on pier/abutment caps may be provided: Labour day Mate day 0.06 Mazdoor (Skilled) day 0.25 Mazdoor (Unskilled) However, it is preferable to analyse the cost of erection of composite girder type of superstructure for required span range and height range with a project - specific methodology. 7. The provision of 10 per cent for shear connectors in the typical case is tentative. The quantity shall be worked out as per design. 8. The cost of painting can also be analysed in detail in accordance with item 10.6 of Chapter 10
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
605
RBR-PTWK
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 14 PROTECTION WORKS Index-code
S. No
Description
1
2
1
RBR-PTWK-1
Unit Quantity 3
Mazdoor (Unskilled) Overheads & Contractors Profit Rate per cum
RBR-PTWK-2
5
6
Remarks 7
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH
Unit = cum (a) Material cum Stone boulder (25 kg / 40 Kg minimum) cum Stone spalls (b) Labour day Mate day Mason 1st Class day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d Note : 1. Nominal excavation required for preparation of bed has been taken into account while making provisions for labour. 2. Same data is hold good for stone boulders 25 kg / 40 kg only rate may be substituted. (i) Jeddy Stone Dry Packing for Aprons and Revetments Section 1300 MORD Unit = cum (a) Material cum Jeddy Stone (Including small stone for wedging) (b) Labour day Mason 1st Class day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = a+b+c+d (ii) Removing old revetment and repacking with old stones Unit = cum cum Rate as per Item 1(i) above for labour component only Extra labour for removing old revetment including stacking
2
4
Rate Amount Rs. Rs.
1.00 0.20
0.35 0.79
1.20 0.35 1.05
1.00
day
0.20
cum cum kg
5.63 1.13 64.00
sqm
22.00
day day day
1.50 3.18
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 / 40 kg each as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH
Unit = cum Taking output = 3 m x 1.5 m x 1.25 m = 5.63 cum (a) Material Stone boulder (25 kg minimum) (MORTH - 40 kg) Stone spalls GI wires 4 mm dia @ 32 kg/10 sqm (or) 4mm GI wire crates woven in mesh size of 100 mm x 100 mm.
(b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled)
608
RBR-PTWK Index-code
S. No
Description
1
2
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
Add for labour for weaving the wire crates @ 2 per cent of cost of GI wire c&d) Overheads & Contractors Profit Cost for 5.63 cum = a+b+c+d Rate per cum = (a+b+c+d)/5.63 Note : 1. Nominal cost of trimming for preparation of bed has been included in the cost of labour 2. The analysis will by & large hold good for gabions 3. Readymade woven wire crate rolls have been considered in the rate analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI wire may be added for weaving the wire crates. 3
RBR-PTWK-3
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete with a minimum 250 kgs of cement per cum, as per IRC 21-2000, as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH Unit = cum (a) Concrete grade M 15 cum (Rate as per item No 11.4 II (i) kg Deduct cost of cement Add 2 per cent of cost to account for excavation for preparation of bed, nominal surface reinforcement and filling of granular material in recesses between blocks. Rate per cum = (a)
1.00 25.00 2.00%
Note : The weight of CC Blocks shall be equivalent to the weight of stone required to mean design velocity as per specifications. 4
RBR-PTWK-4
Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 MORD A Driven at least 900 mm below ground and 1200 mm above ground Unit = Running metre Taking Output = 3.00 metre (a) Material 2nd Class Bamboo 65mm to 75mm dia, (1.2m to 3.0m) Binding Wire Brush Wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries (LS Rs.5.00) d&e) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e) / 3.00
nos.
15.00
kg
0.15
LS day
-
day
1.04
LS
B Driven at least 900 mm below ground and 900 mm above ground on average
(a) Material 2nd Class Bamboo 65 mm to 75 mm dia, (1.8 m-2.5 m) long
Binding Wire Brush Wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries d&e) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e) / 3.00
nos. kg
14.00 0.15
LS day
-
day
1.04
LS
609
RBR-PTWK Index-code
S. No
Description
1
2
5
RBR-PTWK-5
6
RBR-PTWK-6
RBR-PTWK-7
7
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH I Stone/Boulder Unit = cum (a) Material Stone boulder (25 kg minimum) /(MORTH - 40 kg) Stone spalls of minimum 25 mm size (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) II Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15 (a) Concrete grade M 15 (Rate as per item No. 11.4 II (I) except that the size of aggregate shall be 20 mm & down Add 2 per cent of cost to account for surface reinforcement and filling of granular material in recesses between blocks Rate per cum = (a) III Brick pitching set in cement mortar 1:4 (MORD) Unit = cum (a) Material Bricks Cement mortar 1:4 (Rate as in item 11.5 II) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d)
Unit Quantity 3
4
cum
1.00
cum
0.20
day
-
day
0.35
day
0.79
cum
1.00
Rate Amount Rs. Rs. 5
6
Remarks 7
2.00%
Nos.
500.00
cum
0.20
day
-
day
0.80
day
1.90
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH Unit = cum (a) Material Graded stone aggregate of required size - passing through cum 22.4 mm Sieve (b) Labour day Mate day Mazdoor (Skilled) day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Note : Labour cost includes labour required for trimming of slope to proper profile and preparation of bed. (i) Quarry Rubbish Backing for Revetments as per APSS Unit = cum (a) Material Quarry Rubbish (b) Labour Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d)
1.20
0.25 1.05
cum
1.1
day
0.7
610
RBR-PTWK Index-code
S. No 1
8
RBR-PTWK-8
Description
2 (ii) Gravel Backing for Revetments as per APSS
Unit Quantity 3
Unit = cum (a) Material cum Gravel (b) Labour day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) I Providing and laying flooring laid over cement concrete bedding with M 10 grade complete as per drawing and technical specification Clause 1303 MORD i Rubble stone laid in cement mortar 1:3 Unit = cum (a) Material (i) Cement mortar (1:3) (For rate refer to item 6 (III) (i) of cum Chapter 11 (ii) Add for cement concrete bedding (M 10) nominal mix) (For cum rate refer to item 4 (I) (i) or (ii) of Chapter 11 Quantity shall be adopted as per design. Add 1 per cent of cost to account for excavation for preparation of bed cum (iii) Stone for rubble flooring 150 mm thick cum (iv) Stone spalls (b) Labour day Mate day Mason 1st Class day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Note : Quantity of cement mortar is inclusive of mortar for laying and filling of joints. ii Providing and laying flooring laid over cement concrete bedding with M 15 grade complete as per drawing and technical specification Clause 2505 MORTH Rubble stone laid in cement mortar 1:3 Unit = cum (a) Material (i) Cement mortar (1:3) (For rate refer to item 6 (III) (i) of cum Chapter 11 b) Add for cement concrete bedding (M15 Nominal mix) cum vide 5 (I) (i) of Chapter 12 excluding OH & CP . Quantity shall be adopted as per design (Assume Rubble stone Flooring thickness 300mm and cement concrete bedding thickness 100mm) Add 1 per cent of cost to account for excavation for preparation of bed cum (iii) Stone for rubble flooring 150 mm thick cum (iv) Stone spalls (b) Labour day Mate day Mason 1st Class day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Note : Quantity of cement mortar is inclusive of mortar for laying and filling of joints.
4
Rate Amount Rs. Rs. 5
6
Remarks 7
1.16 1.1
0.33
1.00 0.20 0.50 1.58
0.33 0.33
1.00 0.20 0.50 1.58
611
RBR-PTWK Index-code
S. No
Description
1 2 II (i) Cement concrete blocks grade M 15 as per Specification
8
RBR-PTWK-9
9
RBR-PTWK-10
1300 MORD Cement concrete blocks grade M 15 with 20 mm Graded metal as per sizes in Table 1300.2 Add for Cement Concrete bedding (Quantity shall be as per design) Add 1 per cent of cost to account for excavation for preparation of bed Rate per cum ii Cement concrete blocks grade M 15 as per Specification 2505 MORTH Cement concrete blocks grade M 15 with 20 mm Graded metal as per sizes in Table 1300.2 b) Add for cement concrete bedding (M15 Nominal mix) vide 5 (I) (i) of Chapter 12 excluding OH & CP. Quantity shall be adopted as per design (Assume Cement Concrete Blocks thickness 300mm and cement concrete bedding thickness 100mm) Add 1 per cent of cost to account for excavation for preparation of bed Rate per cum III Brick on edge laid in cement mortar (1:3) for Flooring on road sides 150 mm thick and each layer shall be bedded on 25 mm thick CM 1:5 & Joints filled with CM 1:3 as per Technical Specifications Clause 1303 - MORD Unit=cum (a) Material Bricks Cement mortar (1:3) Cement mortar bedding (1:5) (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 MORD / 2506 MORTH Unit = cum (a) Material Stone for rubble flooring 150 mm thick Stone spalls (b) Labour Mate Mason 1st Class Mazdoor (Unskilled) Add 1 per cent of (b) for trimming and preparation of base c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 MORD / 2507 MORTH Unit = cum I Brick masonry in cement mortar (1:4) (Rate same as in chapter 11 II (i) Coursed rubble masonry (2nd sort) in cement mortar (1:4)
Unit Quantity 3
4
cum
1.00
Rate Amount Rs. Rs. 5
6
Remarks 7
1.00% 1.00%
cum
1.00
cum
0.33
1.00%
Nos
500.00
cum
0.15
cum
0.25
day
-
day
0.80
day
1.90
cum
1.00
cum
0.20
day
-
day
0.50
day
1.60
cum
1.00
cum (Rate same as in chapter 12 (ii) Coursed rubble masonry (1st sort) in cement mortar (1:3) cum (Rate same as in chapter 12)
1.00 1.00
612
RBR-PTWK Index-code
S. No 1
Description
2 III (i) Cement concrete grade M 10
Unit Quantity 3
cum (Rate same as in chapter 11) (ii) Cement concrete grade M 15 cum (Rate same as in chapter 11) Note : Other items like excavation for foundation, filling behind wall, filter media, weep holes, etc. shall be added separately as per approved design. Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg / 40 Kg as per requirement beyond curtain wall as per Tech Specification in Section 1300 MORD / 2507 MORTH. Unit = cum (a) Material cum Stone boulder (MORTH - 40 kg) cum Stone spalls (b) Labour day Mate day Mason 1st Class day Mazdoor (Unskilled)
10
RBR-PTWK-11
4
Rate Amount Rs. Rs. 5
6
Remarks 7
1.00 1.00
1.00 0.20 0.25 1.05
Add: 1 per cent of cost of (a+b) for trimming and preparation of bed c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 MORD
11
RBR-PTWK-12 I
Random rubble masonry in case of stone pitching laid with cement mortar (1:5) Unit = cum (a) Material cum Stone for RR masonry Nos. Through and bond stone (7 no x 0.24 x 0.24 m x 0.39 m = 0.16 cum) cum Cement mortar (Rate same as in item 12.1 III) (b) Labour day Mate day Mason 1st Class day Mazdoor (Unskilled) Add for scaffolding @ 5 per cent on (a+b) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Note : For height less than 3 m, dry rubble masonry can also be used. In that case, the sub-item of cement mortar may be omitted in the analysis. II Brick masonry in cement mortar 1:4 in case of brick pitching Unit = cum (a) Material Nos. Traditional Bricks (23 x 11 x 7 cms) cum Cement mortar 1:4 (Rate as per Sub analysis) (b) Labour day Mate day Mason (1st Class) day Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d)
0.94 0.16 0.33 1.20 2.00
512.00 0.20 0.80 1.89
613
RBR-PTWK Index-code
S. No
Description
1
2
Sub-analysis Cement mortar 1:4 (1 cement : 4 sand) Unit = cum (a) Material Cement Sand (b) Labour Mate Mazdoor (Unskilled) Total material and labour = (a+b)
Unit Quantity 3
4
t cum
0.36 1.05
Rate Amount Rs. Rs. 5
6
Remarks 7
day day
0.20
t
0.220
III Cement concrete grade M 10 in case of concrete block pitching
Unit = cum (i) P.C.C grade M 10 - Machine Mixed
Nominal mix 1:3:6 Unit = cum (a) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate (b) Labour Mate Mason (1st Class) Mazdoor (Unskilled) (c) Machinery
RBR-PTWK-13
cum
0.45
cum
0.570
cum
0.280
cum
0.050
day
-
day
0.10
day
1.39
Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water hour measuring device and preferably also with load cell.
0.40
(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c) e&f) Overheads & Contractors Profit Rate per cum = a+b+c+d+e+f Toe protection Tech Specification 2504.4 MORTH
12
A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concrete block have been used for pitching. Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. 13
Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 MORD
RBR-PTWK-14
i
Driven at least 900 mm below ground and 1800 mm above ground on average
Unit = Running metre Taking output = 3.00 metre (a) Material 2nd class bamboo (65 mm to 75 mm dia 3 m long) Binding wire Brush Wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3
Nos Kg.
18.00 0.15
LS
LS
day day
1.04
LS
614
RBR-PTWK Index-code
S. No 1
Description
2 ii Driven at least 900 mm below ground and 900 mm above ground on average
Unit = Running metre Taking output = 3.00 metre (a) Material 2nd class bamboo (65 mm to 75 mm dia 2 m long) Binding wire Brush Wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3 Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood in the spur as per drawings and technical specifications (MORD Suggestive)
14
RBR-PTWK-15
Unit Quantity 3
4
Nos
14.00
Kg.
0.15
LS
LS
Rate Amount Rs. Rs. 5
6
Remarks 7
day day
1.04
LS
i
Driven at least 900 mm below ground and 1800 mm above ground Unit = Running metre Taking output = 3.00 metre (a) Material Nos 1st class bamboo (85 mm - 100 mm dia) 3.0 long Nos 2nd class bamboo (85-100 mm dia 3.0 long) Kg. Binding wire LS Brush Wood (LS Rs.10.00) (b) Labour day Mate day Mazdoor (Unskilled) LS (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3 ii Driven at least 900 mm below ground and 900 mm above ground on average Unit = Running metre Taking output = 3.00 metre (a) Material Nos 1st class bamboo (85-100 m dia, 2.0m long) Nos 2nd class bamboo (85-100 mm dia, 2.0 m long) Kg. Binding wire LS Brush Wood (LS Rs.10.00) (b) Labour day Mate day Mazdoor (Unskilled) LS (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3
15.00 2.00 0.15
1.25
10.00 1.50 0.15 LS 1.04
615
RBR-PTWK Index-code
S. No 1
Description
2 iii Driven at least 600 mm below ground and 1200 mm above
ground on average. Unit = Running metre Taking output = 3.00 metre (a) Material 1st class bamboo (85-100 m dia, 2.0m long) 2nd class bamboo (85-100 mm dia, 2 m long) Binding wire Brush Wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3 Bamboo spur 'A' type with whole bamboo 85mm-100mm dia, placed 230 mm centre to centre driven 900 mm below ground and 1200 mm to 1500 mm above ground tied with 2nd class bamboo (jati or Bethua) on either side at 450 mm apart horizontally with galvanised wire etc. complete as per drawings and technical specifications (MORD Suggestive)
15
RBR-PTWK-16
i
Unit Quantity 3
4
Nos
9.00
Nos
1.50
Kg.
0.15
LS
LS
day
-
day
1.04
Rate Amount Rs. Rs. 5
6
Remarks 7
LS
2nd class bamboo (jati or Bethua) 65mm-75mm dia Unit= Running metre Taking output = 3.00 metre (a) Material 2nd class bamboo ( 65mm-75mm dia, 2.5 m long) 2nd class bamboo ( 65mm-75mm dia, 3 m long) Binding wire (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3
Nos
14.00
Nos
4.00
Kg.
0.75
day
-
day
1.04
LS
ii 1st class bamboo (Bholuka or Barua ) 85 mm to 100 mm dia
Unit = Running metre Taking output = 3.00 metre (a) Material 1st class bamboo (85-100 mm dia, 2.5 m long) 2nd class bamboo (85-100 mm dia, 2.5 m long) Binding wire Brush Wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3
Nos
7.00
Nos
4.00
Kg.
1.00
LS day
-
day
1.46
LS
616
RBR-PTWK Index-code
S. No
Description
1
2 Providing 'A' type single spur with 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Driven closely placed 3m to 4m above ground and 1200 mm to 1500 mm below ground tied with cane or coir string, half 2nd class bamboo (jati or Bethua) horizontally on both face placed not more than one metre apart including whole bamboo struts inside one metre apart and 2 nos. of purling at top and bottom fitted with vertical struts at 1500 mm apart and filling with brushwood or jungle wood inside the spur complete as per drawing and technical specifications (MORD Suggestive)
16
RBR-PTWK-17
17
RBR-PTWK-18
18
RBR-PTWK-19
Unit= Running metre Taking output = 3.00 metre (a) Material 1st class bamboo (85-100 mm dia, 4.5-5.5 m long) 2nd class bamboo (85-100 mm dia, 3.0 m long) Binding wire Brush wood (LS Rs.10.00) (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3 Providing close bamboo toe walling consisting of 65mm to 75mm dia bamboos of length ranging from 1.2 m to 3m driven at 150 mm centre to centre and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting. Unit = Running Metre Taking output = 10.00 running metre (a) Material
Unit Quantity 3
4
Nos Nos
15.00 6.00
Kg.
2.00
Rate Amount Rs. Rs. 5
6
Remarks 7
LS day
-
day
1.56
LS
2nd class bamboo (65mm-75mm dia and average 2.1 m length)
Nos
2nd class bamboo (65mm-75mm dia and 3 m length) Coal tar (b) Labour Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 3 metre = a+b+c+d+e Rate per metre = (a+b+c+d+e)/3 Double timber spur with two rows at 800 mm c/c apart of 1st class local wood piles with timber of Azar/Nahar/Nageswar / Zarul wood 150 mm to 200 mm dia driven 2000 mm minimum below ground and 3600 mm above ground average placed at 800 mm belts, bracings etc. of 100 mm x 75 mm size 1st class local wood longitudinally & crosswise at ends fitted with 10 mm dia bolts and nuts etc. including coal tarring of timber members and cost of necessary bamboo staging etc. as directed by the Engineer as per drawing and technical specifications (MORD Suggestive) Unit =RM Taking output = 4.00 RM (a) Material 1st class local wood piles 150-200 mm dia, 6m long 1st class local wood (100 mm x 75 mm) for collar, bracing and belt Nuts and Bolts
Nos
67.00 6.00
kg
10.00
day
-
day
1.56
LS
Nos
68.00
cum
0.404
Kg
10.00
617
RBR-PTWK Index-code
S. No
Description
1
19
RBR-PTWK-20
2
1st Class Bamboo 2nd class bamboo Coir rope Coal tar (b) Labour Carpenter 1st Class Mate Mazdoor (Unskilled) (c) Sundries e&f) Overheads & Contractors Profit Cost for 4 Rm = a+b+c+d+e Rate per metre = (a+b+c+d+e)/4 Supplying and filling up hollows of the timber spur to an average height of 3600 mm above ground with jungle wood branches as per drawing and technical specifications as directed by the Engineer. (MORD Suggestive) Unit = RM Taking output = 20.00 RM (a) Labour Mazdoor (Unskilled) (b) Sundries c&d) Overheads & Contractors Profit Cost for 20 RM = (a+b+c+d) Rate per metre = (a+b+c+d)/20
RBR-PTWK-21
20
Unit Quantity 3 Nos
4 5.00
Nos
5.00
Rate Amount Rs. Rs. 5
6
Remarks 7
LS LS Nos
1.20
Nos
-
Nos
31.20
LS
day
5.00
LS
Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per Tech Specifications in Section 700 & 2504 MORTH
RBR-PTWK-21
21
Unit = sqm Taking output = 10 sqm. a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Material Permeable synthetic geotextile including 5 per cent for overlap and wastage c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 Gabian Structure for Retaining Earth
day
-
day
0.30
day
0.12
sqm
11.00
Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per Tech Specifications 2503.3 MORTH
Unit = cum Taking output = 7 x 3 x 0.6 = 12.60 cum a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled)
day
-
day
5.00
day
2.28
618
RBR-PTWK Index-code
S. No
Description
1
2
b)
Unit Quantity 3
4
Rate Amount Rs. Rs. 5
6
Remarks 7
Material
Galvanised steel wire crates of mesh size 100 mm x 100 mm woven sqm with 4mm dia. GI wire in rolls of required size.
61.00
cum
12.60
cum
2.52
Stone boulders with least dimension of 200 mm Stone spalls of minimum size 25 mm c&d) Overheads & Contractors Profit Cost for 12.60 cum (a+b+c+d) Rate per cum (a+b+c+d)/12.60
Note : Readymade woven wire crate rolls have been considered in the rate analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI wire may be added for weaving the wire crates.
RBR-PTWK-22
22
Gabian Structure for Erosion Control, River Training Works and Protection works Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire as per Tech Specifications 2503.3 MORTH. Unit = cum Taking output = 2 x 1 x 0.3 x 10 Nos. = 6.00 cum a) Labour day Mate day 2.50 Mazdoor (Unskilled) day 1.14 Mazdoor (Skilled) b) Material 65.00 Galvanised steel wire crates of mesh size 100 mm x 100 mm sqm woven with 4mm dia. GI wire in rolls of required size to cover 6.00 cum. cum 6.00 Stone boulders with least dimension of 200 mm cum 1.20 Stone spalls of minimum size 25 mm c&d) Overheads & Contractors Profit Cost for 6.00 cum (a+b+c+d) Rate per cum (a+b+c+d)/6.00 Note : Readymade woven wire crate rolls have been considered in the rate analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI wire may be added for weaving the wire crates.
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
619
RBR-MTRD
Andhra Pradesh Standard Data I. Roads and Bridges
Chapter - 15 MAINTENANCE OF ROADS
Index-code
RBR-MTRD-1
S. No
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
6
7
1
Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 MORD / 3002 MORTH A Manual Means
Unit = cum Taking output = 10 cum (a) Labour day Mate day Mazdoor (Unskilled) (b) Machinery hour Plate compactor (c) Materials cum Compensation for earth Taken from private land d&e) Overheads & Contractors Profit Cost for 10 cum = a+b+c+d Rate per cum = a+b+c+d/10 B Mechanical Means including conveyance of earth from 1000 M load Unit = cum Taking output = 50 cum (a) Labour day Mate day Mazdoor (Unskilled) (b) Machinery hour Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/h
RBR-MTRD-2
2
OR hour Hydraulic Excavator 1 cum bucket capacity @ 60 cum/h hour Tipper 5.5 cum, 10 t capacity hour Plate compactor 3.5 cum / hour capacity (c) Materials cum Compensation for earth Taken from private land d&e) Overheads & Contractors Profit Cost for 50 cum = a+b+c+d+e Rate per cum a+b+c+d+e/50 Note : Only 75% of fresh material has been provided as 25% can be retrieved from site from earth i.e. flown down the slop in the form of slurry and deposited at the foot of rain cuts. Maintenance of Earthen shoulder (filling with fresh selected soil) (I) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 MORD / 3003 MORTH Unit = sqm Taking output = 100 sqm Assuming average thickness of filling to be 150 mm Quality of fresh material = 15 cum (a) Labour day Mate day Mazdoor (Unskilled)
6.240 3.000 7.500
10.400 0.830 0.650 2.270 15.000 37.500
4.680
621
RBR-MTRD Index-code
S. No
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
hour
0.250
hour hour
0.680 4.000
cum
15.000
day day
2.600
hour
4.000
(b) Machinery Hydraulic Excavator 0.9 cum / 1.00 cum bucket capacity @ 60 cum/h Tipper 5.5 cum Plate compactor @ 25 sqm per hour (c) Materials Compensation of earth d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100 (II) Maintenance of Earthen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 MORD / 3003 MORTH Unit = sqm Taking output = 100 sqm Assuming height of stripping as 75 mm Quantity of earth cutting involved = 7.5 cum (a) Labour Mate Mazdoor (Unskilled) (b) Machinery Plate compactor @ 25 sqm per hour c&d) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d Rate per sqm = a+b+c+d/100
RBR-MTRD-3
3
Amount Rs.
Remarks
6
7
Note : Earth stripped from earthen shoulders to be used as shoulders or dumped on the side slopes locally for disposal. Maintenance of bituminous surface road (i) Repair to pot holes by removal of failed material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503 and 1904 MORD.
Unit = cum Taking output = 187.5x0.075 = 14.06 cum = (30.94 Tonne) (5% area of one km) (a) Labour day Mate day Mazdoor (Unskilled) (b) Machinery hour Jack hammer 25 kg with tractor hour Compressor 210 cfm with tractor hour Emulsion pressure distributor hour Mixall 6/10 t capacity hour Three wheeled 80-100 kN Static Roller (c) Materials Primer with bitumen emulsion @ 9 kg/10 sqm 187.5x9 = Tonne 168.75 kg. Tack coat with bitumen emulsion @ 3.0 kg/ 10 sqm Bottom = 187.5 Tonne Sides = 28.27 Total = 215.77 Bitumen for BM @ 3.5% by weight of mix = 30.94 x 3.5 / 100 = 1.082
Weight of mix (BM) 14.06 cum = (30.94 tonne) Weight of Bitumen = 1.082 Weight of aggregate 30.94 -1.082 = 29.86 Taking density of aggregate 1.5 t per cum Volume of aggregate 29.86 / 1.5 = 19.90 cum Grading (1) (40 mm nominal size) 37.5 - 25 mm 15% 25 - 10 mm 45% 10 - 5 mm 25% 5 mm and below 15% d&e) Overheads & Contractors Profit Cost of 14.06 cum = a+b+c+d+e Rate per cum = a+b+c+d+e/14.06
20.800 4.000 2.000 4.000 4.000 4.000 0.168
0.064
Tonne
1.082
cum cum cum cum
2.985 8.955 4.975 2.985
(ii) Patch repair on already filled pot holes with 75 mm BM
with 20 mm premix carpet and seal coat Type B as per drawings and technical specification Clause 1904.2 MORD Unit = sqm
622
RBR-MTRD Index-code
S. No
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
day day
16.640
hour hour hour
2.000 2.000 4.000
tonne
0.292
tonne
0.040
tonne
0.136
cum
5.400
cum
1.200
day day
20.800
hour hour hour hour
2.000 2.000 2.000 4.000
t t
0.064 0.292
t
0.136
cum
5.400
cum
1.200
day day
16.640
hour hour hour hour
2.500 2.000 2.000 4.000
tonne
0.060
tonn
0.430
tonn Emulsion for seal coat @ 10 kg per 10 sqm = 200 x 10 / 10 = 200 kg Crushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per cum 10 sqm= 200x0.27/10=5.4cum
0.200
Taking output = 200 sqm (a) Labour Mate Mazdoor (Unskilled) (b) Machinery Mixall 6/10 tonne Bitumen pressure distributor Three wheeled 80-100 kN Static Roller (c) Materials Bitumen for pre-mix carpet @ 14.60 kg/10 sqm 200x14.60/10 =292 kg Bitumen for tack coat @2kg per 10sqm 200 x 2 / 10 =40kg Bitumen for seal coat @ 6.8 kg per 10 sqm 200 x 6.8stone / 10 =aggregate 136 kg 13.2 mm to 5.6 mm @ 0.27 cum per Crushed 10 sqm= 200x0.27/10=5.4cum Crushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm 200 x 0.06 / 10 = 1.20 cum d&e) Overheads & Contractors Profit Cost of 200 sqm = a+b+c+d+e Rate/sqm = a+b+c+d+e/200 (iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD Unit = sqm Taking output = 200 sqm (a) Labour Mate Mazdoor (Unskilled) (b) Machinery Air compressor 210 cfm with tractor Bitumen pressure distributor Mixall 6/10t capacity Three wheeled 80-100 kN Static Roller (c) Materials Bitumen for tack coat @ 3kg per 10 sqm 200 x 3 / 10 = 60 kg
Bitumen for pre-mix carpet @ 14.60 kg per 10 sqm = 200 x 14.6 / 10 = 292 kg Bitumen for seal coat @ 6.8 kg per 10 sqm = 200 x 6.8 / 10 = 136 kg Crushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm= 200x0.27/10=5.4cum Crushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm 200 x 0.06 / 10 = 1.20 cum d&e) Overheads & Contractors Profit Cost for 200 sqm = a+b+c+d+e Rate per sqm = a+b+c+d+e/200 (iv) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using cationic bitumen emulsion and seal coat type B with bitumen emulsion as per Technical Specification Clauses 1904.2, 503 and 508.2 MORD Unit = sqm Taking output = 200 sqm (a) Labour Mate Mazdoor (Unskilled) (b) Machinery Concrete mixer 0.4 / 0.28 cum capacity Air compressor 210 CFM with tractor Emulsion pressure distributor Three wheeled 80-100 kN Static Roller (c) Materials Emulsion for tack coat @ 3 kg per 10 sqm 200 x 3 / 10 = 60 kg Emulsion for premix carpet @ 21.50 kg per 10 sqm 200 x 21.50 / 10 = 430 kg
Amount Rs.
Remarks
6
7
5.400
623
RBR-MTRD Index-code
S. No 1
Description
Unit
Quantity
2
3
4 1.200
Crushed sand passing 2.36 mm sieve and retained on 180 cum micron sieve @ 0.06 cum per 10 sqm = 200 x 0.06 / 10 = 1.20
Rate Rs.
Amount Rs.
Remarks
5
6
7
d&e) Overheads & Contractors Profit Cost for 200 sqm = a+b+c+d+e Rate per sqm = a+b+c+d+e/200 RBR-MTRD-4
RBR-MTRD-5
4
Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH Unit = Sqm Taking out put = 10250 sqm (205 cum)(405 tonne) a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Air compressor 250 cfm HMP 100-110 TPH Capacity Tipper 10 tonnes capacity Smooth wheeled roller 8-10 tonnes c) Material Crushed stone aggregates nominal size 13.2mm Crushed stone aggregates nominal size 11.2mm Bitumen 80/100 Bitumen emulsion for tack coat including vertical sides of pot hole. d&e) Overheads & Contractors Profit Cost for 10250 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10250 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.
5
Day Day Day
90.000 7.760
hour hour hour hour
6.000 6.000 45.000 12.000
cum cum tonne
184.500 92.250 14.970
tonne
2.460
Day Day Day
70.000 5.920
hour hour hour hour
6.000 6.000 45.000 12.000
tonne
22.500
tonne
1.180
cum cum cum
99.750 65.550 114.000
cum cum cum tonne
85.500 71.250 122.550 9.000
Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH
Unit = Sqm Taking out put = 4900 sqm (196 cum)(450 Tonnes) a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Air compressor 250 cfm HMP 100-110 TPH Capacity Tipper 10 tonnes capacity Smooth wheeled roller 8-10 tonnes c) Material I) Bitumen ii) Bitumen emulsion for tack coat . iii) Aggregates Grading I - 19mm(Nominal size) 20-10mm 35 per cent 10-5 mm 23 per cent 5mm and below40 per cent Add 5 per cent for wastage or Grading-II 13mm (Nominal size) 13.2-10 mm 30 per cent 10-5 mm 25 per cent 5 mm and Below43 per cent Filler 2 per cent (Cement) Add 5 per cent for wastage Any one of the above alternatives of aggregate i.e. 19mm or 13mm nominal size may be adopted as per approved design. (i)
for grading I Material d&e) Overheads & Contractors Profit Cost for 4900 sqm = a+b+c+d+e
624
RBR-MTRD Index-code
S. No
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Amount Rs.
Remarks
6
7
Rate per sqm = (a+b+c+d+e)/4900 (ii) for grading II Material d&e) Overheads & Contractors Profit Cost for 4900 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/4900
RBR-MTRD-6
RBR-MTRD-7
RBR-MTRD-8
Note : For detailed working of quantities of aggregates, refer item 5.8 of chapter 5 Crack Filling Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case cracks are wider than 3mm as per Tech. specification 3004.3.3 MORTH Unit = Running Meter Taking out put = 500m a) Labour day Mate day Mazdoor (Unskilled) b) Material Kg Slow-curing bitumen emulsion cum Stone crusher dust c&d) Overheads & Contractors Profit Cost for 500sqm = a+b+c+d Rate per meter = (a+b+c+d+e)/500 Dusting
6
7
8
A B
(C)
(D)
Applying crusher dust to areas of road where bleeding of excess bitumen has occurred as per Tech. specification 3004.4 MORTH. Unit = Sqm Taking output = 3500 sqm a) Labour Mate Mazdoor (Unskilled) b) Material Stone crusher dust finer than 3mm with not more than 10 per cent passing 0.075 sieve. c&d) Overheads & Contractors Profit Cost for 3500sqm = a+b+c+d Rate per meter = (a+b+c+d)/3500 Fog Seal as per Specification 3004.3.2 MORTH Data as in Chapter 5 Crack Prevention courses as per Specification 3004.3.4 MORTH (i) Stress Absorbing Membrane (SAM) crack width less than 6 mm (ii) Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (iii) Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 per cent (iv) Bitumen Impregnated Geotextile Data as in Chapter 5 Slurry Seal (i) 5 mm thickness (ii) 3 mm thickness (iii) 1.5 mm thickness Data as in Chapter 5 Surface Dressing for maintenance works. (i) 19 mm nominal chipping size (ii) 13 mm nominal size chipping Data as in Chapter 5
RBR-MTRD-9
9
Repair of Joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete as per Tech. specification 3005.1 MORTH Unit = running metre Taking output = 10 metres a) Labour Mate Mazdoor (Unskilled) Chiseller b) Material Epoxy primer Epoxy compound with accessories for preparing epoxy mortar c) Machinery Air compressor 250 cfm for cleaning
1.040 33.000 0.020
day day
2.080
cum
6.250
sqm
sqm sqm sqm sqm
sqm sqm sqm
sqm sqm
day day day
0.540 0.500
kg kg
2.500 10.000
hour
0.050
625
RBR-MTRD Index-code
S. No
Description
Unit
Quantity
Rate Rs.
2
3
4
5
1
Amount Rs.
Remarks
6
7
d&e) Overheads & Contractors Profit Cost for 10 metres = a+b+c+d+e Rate per metre = (a+b+c+d+e)/10 RBR-MTRD-10
RBR-MTRD-11
10
11
Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material as per Tech. specification 3005.2 MORTH Unit = running metre Taking output = 10 metres a) Labour day Mate day Mazdoor (Unskilled) b) Material kg Primer kg Sealant c) Machinery hour Air compressor 250 cfm for cleaning d&e) Overheads & Contractors Profit Cost for 10 metres = a+b+c+d+e Rate per metre = (a+b+c+d+e)/10 Hill Side Drain Clearance as per Specification 3000 MORTH Removal of earth from the choked hill side drain and disposing it on the valley side manually Unit = running metre Taking output = 10 metres Assuming muck causing choking of drain to be 0.2 cum per metre, quantity of earth to be removed for 10 metres = 2 cum a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 metres = a+b+c Rate per metre = (a+b+c)/10
RBR-MTRD-12
12
0.540 0.250 1.000 0.050
day day
1.080
day day
1.040
hour
1.670
Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side as per Tech. specification 3000 MORTH Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor (Unskilled) b) Machinery Dozer 180 HP @ 60 cum per hour c&d) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d Rate per cum = (a+b+c+d)/100
Note : Land Slide clearance involves pushing of loose earth slided on the road surface from hill face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However, if there are objection to disposing of earth on valley side, additional resources for its disposal shall be considered as per site conditions.
RBR-MTRD-13
13
Landslide Clearance in Hard Rock Requiring Blasting Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side as per Tech. specification 3000 MORTH. Unit = cum Taking output = 100 cum a) Labour Mate Mazdoor (Unskilled) Driller
day day day
1.590 0.750
626
RBR-MTRD Index-code
S. No 1
RBR-MTRD-14
14
Description
Unit
Quantity
2
3
4 0.070
day Blaster b) Machinery hour Dozer D 80 A-12,180 HP @ 60 cum per hour hour Air compressor 250 cfm with two jack hammer c) Materials kg Gelatine 80 per cent @ 35 kg per 100 cum Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 each gms each c&d) Overheads & Contractors Profit Cost for 100 cum = a+b+c+d+e Rate per cum = (a+b+c+d+e)/100 Note : Credit for the rock if found acceptable as construction material shall be afforded Maintenance of Gravel Road Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905 MORD
For grading I Material compacting with Smooth Wheel Roller 80-100 kN Unit = sqm Taking out put @ 5% of the area in one km. as affected: = 1000 x 3.75x0.05 / 100 = 187.5 Sqm Quantity = 187.5 x 0.15 = 28.12 cum cum a) Rate as per item 4.1 of Chapter 4 b) Add 50% for extra efforts involved as maintenance is to be done in small reaches
RBR-MTRD-15
15
16
Amount Rs.
Remarks
5
6
7
1.670 2.500 17.500 70.000
28.120 50%
Cost of 187.5 Sqm = a+b Rate per sqm = a+b/187.5 Note : The cost of 25% retrieved material may be deducted from rates. Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 MORD. For grading III Material compacting with Smooth Wheel Roller 80-100 kN Unit = Sqm Output - Taking affected area @ 5% in 1 km = 1000 x 187.5 3.75 xx0.05 = 187.5 sqm Quantity 0.075 = 14.06 cum cum a) Rate as per item 4.7(3) of Chapter 4 b) Add 50% for extra efforts involved as maintenance is to be done in small reaches
RBR-MTRD-16
Rate Rs.
14.060 50%
Cost of 187.5 Sqm = a+b Rate of per sqm a+b/187.5 Note : The cost of 25% retrieved material may be deducted from rates. Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regarding, deepening of side drains as well as catch water drains as per technical specification Clause 1907 MORD. Unit - Per Metre Taking output one km = 1000 metre a) Labour day Mate day 8.320 Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 1000 metre = a+b+c Rate per Metre = a+b+c/1000
627
RBR-MTRD Index-code
S. No
Description
Unit
Quantity
Rate Rs.
2
3
4
5
day day day
1.100 1.400
L.S
LS
day day day
4.200 1.000
L.S
LS
day day day
2.400 4.000
LS
LS
day day day
2.090 0.125
LS
LS
1
RBR-MTRD-17
17
Amount Rs.
Remarks
6
7
Maintenance of Culverts (I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 MORD.
Unit = One No. Hume pipe (1000 mm dia) Taking output = One No.H.P. Culvert a) Labour Mate Mazdoor (Unskilled) Mason 2nd Class b) Material Cement, Sand, Brick, Boulder etc. c&d) Overheads & Contractors Profit Cost for one No. Hume pipe culvert = a+b+c+d Rate per hume pipe Culvert = a+b+c+d (II) Maintenance of Culverts Slab type Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clause 1908 MORD
RBR-MTRD-18
18
Unit = One No. Culvert (2 m span) Taking output = one No. Slab Culvert a) Labour Mate Mazdoor (Unskilled) Mason 2nd Class b) Material Cement, Sand, Brick, Boulder etc. c&d) Overheads & Contractors Profit Cost for One Slab Culverts =a+b+c+d Rate per Culvert = a+b+c+d Maintenance of Causeway Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909 MORD
RBR-MTRD-19
19
Unit = One metre Taking output = 50 metre causeway a) Labour Mate Mazdoor (Unskilled) Mason 1st Class/Painter 1st Class b) Material Supply of cement, paint, sand, aggregate, boulder etc. (LS Rs.350.00) c&d) Overheads & Contractors Profit Cost for 50 metre = a+b+c+d Rate per metre = a+b+c+d/50 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / regulatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 MORD
Unit = 1 km All types of signs in one Km a) Labour Mate Mazdoor (Unskilled) Painter 1st Class b) Material Synthetic Enamel Paint, Engineering grade tape, welding machine etc. (LS Rs.300) c&d) Overheads & Contractors Profit Cost for one Km = a+b+c+d Rate per km = a+b+c+d
628
RBR-MTRD Index-code
S. No 1
RBR-MTRD-20
20 i
Description
Unit
Quantity
Rate Rs.
2
3
4
5
21
Remarks
6
7
Maintenance of steel and RCC Railing Repair of steel railing to bring it to original shape cleaning and repainting as per drawing and technical specification Clause 1911MORD
Steel Railing Unit = Running metre Taking output = 10 metre It is assumed that damage is to the extent of 10% a) Labour day Mate day Mazdoor (Unskilled) day Painter 1st Class day Blacksmith b) Material t Mild steel (structural steel) ISMC = 0.029T MS plate = 0.01 t Nuts and bolts c) Machinery LS Welding set (LS Rs.100.00) d&e) Overheads & Contractors Profit Cost for 10 metre = a+b+c+d+e Rate per metre = a+b+c+d+e/10 ii Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911 MORD RCC Railing Unit = running metre Taking output = 1 metre It is assumed that damage is to the extent of 10% a) Labour day Mate day Mazdoor (Unskilled) day Mason 1st Class b) Material M 30 grade cement concrete cum Rate as per item no. 13.1 (III) of Chapter 13 Steel bars reinforcement t Rate as per item no.13.2 of Chapter 13 c&d) Overheads & Contractors Profit Rate per metre = a+b+c+d+e RBR-MTRD-21
Amount Rs.
0.324 0.100 0.200 0.039
0.001 LS
0.212 0.100
0.100 0.013
Maintenance of 200 metre and km stones Maintenance of 200 metre and km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 MORD
i
Unit = 1 km Assuming 1 km stone, 4 nos 200 metre stone and 1/5th 5km stone Painting two coats with synthetic enamel paint 200 m stone 4 nos = 0.760 sqm. One km stone = 0.815 sqm. 5th km stone 1x1/5 = 0.320 sqm. Total = 1.895 sqm. sqm As per item No. 10.5 of chapter 10
1.895
ii Printing letters and figures of any shade with synthetic enamel paint of any approved colour to give an even shade
200 m stone 4 Nos. = 40 per cm height per letter One no km stone = 120 per cm height per letter 5th km stones 1/5th = 60 per cm height per letter Total = 220 per cm height per letter Rate as per item no 10.1 of chapter 10
per cm height
220.000
629
RBR-MTRD Index-code
S. No 1
RBR-MTRD-22
Description
Unit
Quantity
Rate Rs.
2
3
4
5
day day day
0.524 0.100
LS
LS
day day day
1.120 2.000
day day
2.080
day day
10.400
day day day
0.153 0.143
quintal kg kg
0.045 0.100 0.013
a) Labour Mate Mazdoor (Unskilled) Mason 1st Class b) Material Cement, sand, aggregates etc. (LS = Rs.100.00) c&d) Overheads & Contractors Profit Rate per/km = (i+ii+a+b+c+d) Cutting of branches of trees shrubs and trimming of grass and weeds
22 i
23
Remarks
6
7
Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 MORD
Unit = one tree Taking output = 10 trees of 900 mm average girth a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 10 trees = (a+b+c) Rate per tree = (a+b+c)/10 ii Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 MORD Unit=Each Taking output = 100 nos shrubs a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 100 shrubs = a+b+c Rate per shrub = a+b+c/100 iii Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 MORD
RBR-MTRD-23
Amount Rs.
Unit = sqm Taking output = 1500 sqm a) Labour Mate Mazdoor (Unskilled) b&c) Overheads & Contractors Profit Cost for 1500 sqm = a+b+c Rate per sqm = a+b+c/1500 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 MORD
RBR-MTRD-24
24
Unit = sqm Taking output = 9 sqm a) Labour Mate Mazdoor (Unskilled) White washer b) Material Lime Fevicol adhesive Indigo c&d) Overheads & Contractors Profit Cost for 9 sqm = a+b+c+d Rate per sqm = a+b+c+d/9 Periodical Renewal to existing bituminous surface I Open graded Premix carpet 20 mm thick Unit = sqm (i) Tack coat With bituminous Emulsion (RS-1) Rates as in Chapter 5
sqm
(ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder
Rates as in Chapter 5 as relevant Or (iii) Premix carpet using bitumen Emulsion Rates as in Chapter 5
sqm
sqm
630
RBR-MTRD Index-code
S. No
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
(iv) Seal coat Type A, B or C Rates as in Chapter 5 II Surface dressing single coat/first coat or 2nd coat Rates as in Chapter 5
Amount Rs.
Remarks
6
7
sqm
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
631
RBR-GSRE
Andhra Pradesh Standard Data I. Roads and Bridges CHAPTER - 16 GEOSYNTHETICS AND REINFORCED EARTH Index-code
RBR-GSRE-1
RBR-GSRE-2
S. No
Description
Unit
Quantity
1
2 Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 MORTH and approved drawings including excavation and backfilling
3
4
1
2
Unit = Running metre Taking output = one metre a) Labour Mate day Mazdoor skilled day Mazdoor (Unskilled) day b) Material Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Geonets sqm Geomembrane sqm Geotextile sqm Add 2 per cent cost of material for miscellaneous items like synthetic cord c&d) Overheads & Contractors Profit Rate per metre = a+b+c+d Note : Surplus excavated material to be used at site. Hence separate cost for disposal not added. Narrow Filter Sub-Surface Drain as per Specification 702.4 Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Unit = Running metre length Taking output = one metre a) Labour Mate day Mazdoor skilled day Mazdoor (Unskilled) day b) Material Perforated geosynthetic pipe 150 mm dia M Geotextile filter fabric sqm Add 2 per cent cost of material for miscellaneous item like synthetic cord c&d) Overheads & Contractors Profit Rate per metre = a+b+c+d Note : Surplus excavated material to be used at site. Hence separate cost for disposal not added.
Rate Amount (Rs.) (Rs.) 5
6
0.250 0.540
1.000 1.000 2.000
0.250 0.540 1.000 1.250
633
RBR-GSRE Index-code
RBR-GSRE-3
S. No
Description
Unit
Quantity
1
2 Laying Paving Fabric Beneath a Pavement Overlay as per Specification 703 Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximize paving fabric contact with pavement surface
3
4
day day
20.800
hour hour hour
2.240 1.400 1.680
sqm tonne
2940.000 2.800
day day day
0.500 1.560
sqm each M cum cum
21.000 50.000 20.000 3.450 0.450
3
Unit = sqm Taking output = 2800 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Road sweeper 1250 sqm per hour Pneumatic roller 14 tonnes 2000 sqm per hour Bitumen pressure distributor 1750 sqm per hour c) Material Paving Fabric Paving Bitumen 80-100
RBR-GSRE-4
4
Rate Amount (Rs.) (Rs.) 5
6
d&e) Overheads & Contractors Profit Cost for 2800 sqm = a+b+c+d+e Rate per sqm =(a+b+c+d+e)/2800 Laying Boulder Apron in Crates of Synthetic Geogrids as per Specification 704 Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2 MORTH, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design. Unit = cum Taking output = 3.00 cum a) Labour Mate Mazdoor skilled Mazdoor (Unskilled) b) Material Geo grids Connectors/ Staples Polymer braids Stones with minimum size of 200 mm Stones spall for filling voids c&d) Overheads & Contractors Profit Cost for 3 cum = a+b+c+d Rate per cum = (a+b+c+d)/ 3
634
RBR-GSRE Index-code
RBR-GSRE-5
RBR-GSRE-6
S. No
Description
Unit
Quantity
1
2 Reinforced Earth Structures as per Specification 3100 MORTH Reinforced earth Structures have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material).
3
4
5
6
b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall. Each component is analysed separately as under: considering Average height of wall = 8 m. (i) Assembling, joining and laying of reinforcing elements as per Specification 3102 MORTH A With reinforcing element of steel / Aluminum strips / polymeric strips. Unit = Running Metre Taking Output = 450 m a) Labour Mate day Mazdoor (Unskilled) day Mazdoor skilled day b) Material @ Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.Galvanised carbon steel strips M or 2.Copper Strips M or 3.Aluminium Strips M or 4.Stainless steel strips M or 5.Glass reinforced polymer/fiber reinforced polymer/polymeric M strips
Rate Amount (Rs.) (Rs.) 5
6
6.360 3.000
450 450 450 450 450
@ Any one of the above alternative may be adopted as per approved design. Add 10 per cent of the cost of reinforcing strip towards accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia panels, overlaps, heat bonding or extension.
I
II
III
IV
V
B
Galvanised carbon steel strips c&d) Overheads & Contractors Profit Cost of 450 m = a+b+c+d Rate per metre =(a+b+c+d)/450 Copper Strips c&d) Overheads & Contractors Profit Cost of 450 m = a+b+c+d Rate per metre =(a+b+c+d)/450 Aluminum Strips c&d) Overheads & Contractors Profit Cost of 450 m = a+b+c+d Rate per metre =(a+b+c+d)/450 Stainless steel strips c&d) Overheads & Contractors Profit Cost of 450 m = a+b+c+d Rate per metre =(a+b+c+d)/450 Glass reinforced polymer/fiber reinforced polymer/polymeric strips c&d) Overheads & Contractors Profit Cost of 450 m = a+b+c+d Rate per metre =(a+b+c+d)/450 With reinforcing elements of synthetic geogrids Unit = sqm Taking output = 300 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Material Synthetic Geogrids as per clause 3102.8 and approved design and specifications.
day day day
6.360 3.000
sqm
300.000
635
RBR-GSRE Index-code
S. No
Description
Unit
Quantity
1
2 Add 10 per cent of the cost of reinforcing elements (synthetic geogrids) for accessories like tie-strips, nuts and bolts and loops/lugs for joining reinforcing elements with the facia panels, overlaps and other protective elements for synthetic geogrids.
3
4
day day day
3.180 1.500
hour
6.000
cu.m
13.500
t
0.380
Rate Amount (Rs.) (Rs.) 5
6
c&d) Overheads & Contractors Profit Cost of 300 sqm of Synthetic geogrids = a+b+c+d Rate per sqm = (a+b+c+d)/ 300 (ii) Facing elements of RCC as per Specification 3104 MORTH Unit = sqm Taking output = 75 sqm a) Labour Mate Mazdoor (Unskilled) Mazdoor skilled b) Machinery Light crane with lifting capacity upto 3 tonne c) Material Pre-cast RCC M-35 facing elements of size as per design and 18 cm thick for 75 sqm. (Refer Chapter 12) HYSD steel @ 5 kg / sqm (Refer Chapter 12) Add 2 per cent of cost of facia panels, for all necessary temporary form work, scaffolding and provision of loops/lugs for lifting of panels and joining the reinforcing elements. d&e) Overheads & Contractors Profit Cost for 75 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/ 75
Note : 1.The specification and construction details to be adopted shall be as per section 3100 of MoRTH Specification. 2. Drainage arrangement shall be made as per approved design and drawings. 3. The quantity of filler media shall be calculated as per approved design and specifications and shall be priced separately. The rate for same to be adopted from chapter 15. 4. Excavation for foundation including foundation concrete and groove in the foundation for seating of bottom most facia panel and capping beam to be calculated as per design and priced separately. The rates for excavation and foundation concrete shall be taken from the chapter 12 & 13 in bridge section. 5. The earth fill to be retained is not included in this analysis. The same is to be worked out and provided separately complete as per clause 305. 6. For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH Specification. 7. Length of reinforcing strips will vary with the height of wall and will be as per approved design and drawings. 8. The type of reinforcing elements to be adopted shall be as per approved design and specifications. 9. The market rate for supply of reinforcing elements and their accessories are to be ascertained from reputed firms in the field of earth reinforcement. 10. The earth fill material shall be clean, free draining, granular with high friction and low cohesion, noncorrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall be of specified PH value. 11. Capping beam is to be priced separately as per approved design. The rate for cement concrete shall be taken from the chapter of sub-structure in bridge section. 12. The cost of reinforced earth retaining wall shall include following: (I) Excavation for foundation including backfilling. (ii) Foundation concrete as per approved design. (iii) Cost of facial panels and their erection . (iv) Cost of reinforcing elements including their fixing and joining with the facial panels. (v) Drainage arrangement including filter media as per approved design and drawings. 13. The compacted earth filling to be retained shall form part of embankment. General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
636
RBR-HRTC
Andhra Pradesh Standard Data I. Roads and Bridges CHAPTER - 17 HORTICULTURE
Index-code
RBR-HRTC-1
S. No
Description
1
2 Spreading of Sludge Farm Yard Manure or/and good Earth as per Specification 307 MORTH
1
Unit Quantity 3
4
Rate (Rs.)
Amount (Rs.)
5
6
Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately)
RBR-HRTC-2
2
Unit = cum Taking output = 15 cum a) Labour Mate day Mazdoor (Unskilled) day b&c) Overheads & Contractors Profit Cost for 15 cum= a+b+c Rate per cum = (a+b+c)/15 Grassing with ' Doobs' Grass as per Specification 307 MORTH Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed Unit = sqm Taking output = 100 sqm (i) In rows 15 cm apart in either direction a) Labour Mate Mazdoor (Unskilled) for grassing Mazdoor (Unskilled) for maintenance for 30 days b) Machinery Water tanker6 KL capacity c) Material Doob grass d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm= (a+b+c+d+e)/100 (ii) In rows 7.5 cm apart in either direction a) Labour Mate Mazdoor (Unskilled) for grassing. Mazdoor (Unskilled) for maintenance for 30 days b) Machinery Water tanker6 KL capacity c) Material Doob grass d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100 NOTE : In the case of horticulture one mate has been provided for every 10 mazdoors as maintenance of grass and plants require more care.
1.040
day day day
0.170 0.920 1.000
hour
0.500
kg
100.000
day day day
1.470 1.000
hour
0.750
kg
200.000
638
RBR-HRTC Index-code
RBR-HRTC-3
RBR-HRTC-4
S. No
Description
1
2 Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod as per Specification 307 MORTH Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm Unit = sqm Taking output = 100 sqm a) Labour Mate Mazdoor (Unskilled) for preparation of ground Mali for fetching doobs grass roots and grassing at 15 cm apart b) Machinery Water tanker6 KL capacity Tractor with tiller c) Material Supply of farm yard manure at site of work Fine grass d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100 Maintenance of Lawns or Turfing of Slopes as per Specification 307 MORTH Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc
3
4
Unit = sqm Taking output = 100 sqm a) Labour Mali b) Machinery Water tanker6 KL capacity c) Material Cost of water d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100
RBR-HRTC-5
5
Unit Quantity 3
4
day day day
0.650 1.000
hour hour
0.500 0.010
cum kg
0.180 100.000
day
10.000
hour
15.000
KL
90.000
Rate (Rs.)
Amount (Rs.)
5
6
Turfing Lawns with Fine Grassing including Ploughing, Dressing as per Specification 307 MORTH Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm Unit = sqm Taking output = 100 sqm a) Labour Mate day Mazdoor (Unskilled) for preparation of ground day Mali for fetching doobs grass roots hedges and grassing at 10 cm day apart b) Machinery Water tanker6 KL capacity hour Tractor with tiller hour c) Material Supply of farm yard manure at site of work @ 0.6 cum per 100sqm cum Fine grass kg d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100
1.250 1.500
0.500 0.010 0.600 100.000
639
RBR-HRTC Index-code
RBR-HRTC-6
S. No
Description
1
2 Maintenance of Lawns with Fine Grassing for the First Year as per Specification 307 MORTH Maintenance of lawns with fine grassing for the first year including watering etc
6
Unit = sqm Taking output = 100 sqm a) Labour Mali b) Machinery Water tanker6 KL capacity c) Material Cost of water d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/100
RBR-HRTC-7
7
Unit Quantity 3
4
day
10.000
hour
20.000
KL
60.000
Rate (Rs.)
Amount (Rs.)
5
6
Planting and Maintaining of Permanent Hedges as per Specification 307 MORTH (a) Planting permanent hedges including digging of trenches Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart Unit = Running metre Taking output = 100metre a) Labour Mate
day day Mazdoor (Unskilled) for refilling the excavated earth mixed with cow day dung, preparation of ground and digging of plant, from the nursery carriage to site and planting in position b) Machinery Water tanker6 KL capacity hour c) Material Cost of hedge plants 2 rows at 30 cm apart each Supply of farm yard manure at site of work cum Pesticide kg Cost of water KL d&e) Overheads & Contractors Profit Cost for 100 metres = a+b+c+d+e Rate per metre = a+b+c+d+e)/100 (b) Maintenance of hedge for one year Unit = Running metre Taking output = 100 m a) Labour Mate day Mazdoor (Unskilled) day b) Machinery Water tanker6 KL capacity hour c) Material Manure sludge/Farm yard manure cum Pesticide kg Cost of water KL Cost of hedge plants @ 10 per cent casualty each d&e) Overheads & Contractors Profit Cost for 100 metres = a+b+c+d+e Rate per metre = a+b+c+d+e)/100 Mazdoor (Unskilled) for digging of trench 60 cm wide and 45 cm deep
10.000 5.400
0.500 2x340 4.670 0.250 3.000
33.000 5.000 2.000 0.500 30.000 68.000
640
RBR-HRTC Index-code
S. No 1
RBR-HRTC-8
8
Description
2 Planting and Maintaining of Flowering Plants and Shrubs as per Specification 307 MORTH (a) Planting flowering plants and shrubs in central verge Unit = Running metres 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.
Unit Quantity 3
Taking output = 1000 metres a) Labour Mate day Mazdoor (Unskilled) day b) Machinery Water tanker6 KL capacity hour c) Material Plants each Shrubs each Manure sludge/Farm yard manure cum Pesticide kg Cost of water KL d&e) Overheads & Contractors Profit Rate per Km = (a+b+c+d+e) (b) Maintenance of flowering plants and shrubs in central verge for one year Unit = km Taking output = one km a) Labour Mate day Mazdoor (Unskilled) day b) Machinery Water tanker6 KL capacity hour c) Material Manure Sludge / farm yard manure at site cum Cost of water KL Replacement of casualties @ 10 per cent Plants each Shrubs each d&e) Overheads & Contractors Profit Rate per Km for one year = (a+b+c+d+e)
RBR-HRTC-9
9
4
Rate (Rs.)
Amount (Rs.)
5
6
13.200 6.000 200.000 800.000 63.640 0.500 36.000
401.000 90.000 10.000 180.000 20.000 80.000
Planting of Trees and their Maintenance for one Year as per Specification 307 MORTH Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Unit = Each Taking output = 10 trees a) Labour Mate Mazdoor (Unskilled) for planting Mazdoor (Unskilled) for maintenance for one year b) Machinery Water tanker6 KL capacity c) Material Sapling 2 m high 25 mm dia Farm yard manure Pesticide Cost of water d&e) Overheads & Contractors Profit Cost for 10 trees = a+b+c+d+e Rate per trees = (a+b+c+d+e)/10
day day day
3.700 15.000
hour
2.000
each cum kg KL
10.000 0.940 0.500 12.000
641
RBR-HRTC Index-code
S. No
Description
1
2 Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil as per Specification 308 MORTH
10
RBR-HRTC-10
RBR-HRTC-11
RBR-HRTC-12
11
12
RBR-HRTC-13 13
Unit Quantity 3
Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure Unit = sqm Taking output = 100 sqm a) Labour Mate day Mazdoor (Unskilled) day b) Machinery Water tanker6 KL capacity hour c) Material Cost of water KL d&e) Overheads & Contractors Profit Cost for 100 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e) Supply at Site Well Decayed Farm Yard Manure as per Specification 308.2 MORTH Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking Unit = cum Taking output = one cum a) Material a) Cost of well decayed farm yard manure duly screened, cum loading, carriage, unloading and stacking at site b&c) Overheads & Contractors Profit Rate per cum = (a+b+c) Supply at Site of Work/ Store-Deoiled Neem Cake as per Specification 308.2 MORTH Supply at site of work/ store-deoiled neem cake duly packed in used gunny bags Unit = quintal Taking output = one quintal a) Cost, carriage, loading, unloading and stacking in store/site quint al b&c) Overheads & Contractors Profit Rate per quintal = a+b+c Supplying Sludge as per Specification 308.2 MORTH Supplying sludge duly stacked at site/ store Unit = cum Taking output = one cum a) Cost of sludge including carriage, loading, unloading and cum stacking at site b&c) Overheads & Contractors Profit Rate per cum = a+b+c
4
Rate (Rs.)
Amount (Rs.)
5
6
3.120 0.500 3.000
1.000
1.000
1.000
642
RBR-HRTC Index-code
S. No
Description
1
2 Half Brick Circular Tree Guard, in 2nd Class Brick, internal diameter 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete
14
RBR-HRTC-14
Unit = Each Taking output = one tree guard a) Labour Mate Mason Mazdoor (Unskilled) b) Material Brick 2nd class including carriage Cement mortar 1:6 c&d) Overheads & Contractors Profit Rate per tree Guard = a+b+c+d
RBR-HRTC-15 15
RBR-HRTC-16
16
Edging with 2nd Class Bricks, Laid Dry Lengthwise Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres Unit = Metre Taking output= 10 metres a) Labour Mate Mason Mazdoor (Unskilled) b) Material Brick 2nd class including carriage c&d) Overheads & Contractors Profit Cost for 10 metre = a+b+c+d Rate per metre = (a+b+c+d)/10
Unit Quantity 3
4
day day day
0.250 0.300
Rate (Rs.)
Amount (Rs.)
5
6
each 230.000 cum 0.025
day day day
0.050 0.052
each
50.000
day day day
0.150 0.090
each kg each
1.000 0.650 22.000
Making Tree Guard 53 cm dia and 1.3 m High as per Design from Empty Bitumen Drums Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect Unit = Each Taking output = one tree guard a) Labour Mate Blacksmith Mazdoor (Unskilled) b) Material Empty bitumen drum MS sheet 50 x 0.5 mm Rivets 6 mm dia and 10 mm in length d&e) Overheads & Contractors Profit Rate for each tree guard = a+b+c+d
643
RBR-HRTC Index-code
RBR-HRTC-17
S. No
Description
1
2 Making Tree Guard 53 cm dia and 2 Metre High as per Design from Empty Bitumen Drums
17
Unit Quantity 3
4
day
0.200 0.240
each kg each
1.500 0.650 50.000
day day day
2.000 2.950
quint al quint al
1.050 0.050
day day day
0.250 0.300
kg kg
19.200 9.600
hour
0.040
sqm
1.770
Rate (Rs.)
Amount (Rs.)
5
6
Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects
RBR-HRTC-18 18
Unit = Each Taking output = one tree guard a) Labour Mate Blacksmith Mazdoor (Unskilled) b) Material Empty bitumen drum MS sheet 50 x 0.5 mm Rivets 6 mm dia and 10 mm in length c&d) Overheads & Contractors Profit Rate for each tree guard = a+b+c+d Wrought Iron and Mild Steel Welded Work Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately
RBR-HRTC-19 19
Unit = quintal Taking output = one quintal a) Labour Mate Blacksmith/ welder for cutting to design and shape and jointing Mazdoor (Unskilled) for fixing and helper for Blacksmith/welder b) Material Angle, tees, channels etc Deduct the cost of scrap Add 5 per cent of cost of material for welding rods and other welding accessories c&d) Overheads & Contractors Profit Rate per quintal = a+b+c+d Tree Guard with MS Iron Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
Unit = Each Taking output = one tree guard a) Labour Mate Blacksmith Mazdoor (Unskilled) b) Material MS iron 25 x 6 mm MS iron 25 x 3 mm Add 5 per cent of cost of material for riveting, bolting and welding accessories
c) Machinery Tractor-trolley d) Painting Painting two coats including priming e&f) Overheads & Contractors Profit Rate per tree guard =a+b+c+d+e+f
1 The items of excavation and concreting to be measured and paid separately as per design . 2 . Rate of painting may be adopted from the chapter as Traffic signs.
RBR-HRTC-20 20
Tree Guard with MS Angle Iron and Steel Wire Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together Unit = Each Taking output = one a) Labour Mate Blacksmith Welder Mazdoor (Unskilled) b) Material MS angle 30 x 30 x 3 mm MS iron 25 x 3 mm Steel wire 3 mm dia
day day day day
0.250 0.250 0.300
kg kg kg
13.500 18.000 6.000
644
RBR-HRTC Index-code
S. No 1
RBR-HRTC-21 21
Description
Unit Quantity
2 3 Add 5 per cent of cost of material for riveting, bolting and welding accessories c) Machinery Tractor-trolley hour d) Painting Painting two coats including priming sqm e&f) Overheads & Contractors Profit Rate per tree guard = a+b+c+d+e+f Compensatory Afforestation Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering
4
Rate (Rs.)
Amount (Rs.)
5
6
0.040 1.500
Unit = Hectare Taking output = one hectare a) Labour i) Planting Mate day Mazdoor (Unskilled) day 27.500 ii) For Maintenance for one year Mate day Mazdoor (Unskilled) day 50.500 b) Machinery Dozer 80 HP @ 1000 sqm/hour hour 10.000 Water tanker6 KL capacity (for planting) hour 3.000 Water tanker6 KL capacity (for maintenance) hour 25.000 c) Material Sapling 1 to 1.5 m high 2 cm dia stem each 290.000 Add 10 per cent of sapling each 29.000 Decayed farm yard/sludge manure (planting) cum 60.900 Decayed farm yard/sludge manure (maintenance) cum 4.000 Pesticides for planting kg 0.500 Pesticides for maintenance kg 1.500 Cost of water KL 18.000 d&e) Overheads & Contractors Profit Rate per hectare = a+b+c+d+e Cost of fencing to be provided as per size of plot and approved design, measured and paid separately General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
645
RBR-RPRH
Andhra Pradesh Standard Data I. Roads and Bridges CHAPTER - 18 REPAIR AND REHABILITATION
Index-code
S. No
Description
Unit
Quantity
Rate (Rs.)
Amount (Rs.)
1
2 Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification 2809 MORTH without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m Unit = Sq m ( Thickness 75 mm) Taking output = 10 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Air Compressor 250 cfm with pneumatic breaker/jack hammer along with accessories. Tractor-trolley. c&d) Overheads & Contractors Profit Cost for 10 sqm = (a+d+c+d) Rate per sqm = (a+b+c+d)/10 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000 m as per Technical Specification 2809 MORTH. Unit = Sq m Taking output = 10 sqm a) Labour Mate Mazdoor (Unskilled) b) Machinery Air Compressor 250 cfm with pneumatic breaker. Tractor-trolley. c&d) Overheads & Contractors Profit Cost for 10 sqm = (a+d+c+d) Rate per sqm = (a+b+c+d)/10 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification 2807 MORTH Unit = Sq m Taking output = 1 sqm Assuming thickness 25 mm a) Material Cement Graded sand Wire mesh 50mm x 50mm size of 3mm wire Epoxy Accelerator compound for guniting @ 4 % of weight of cement Add 2 per cent of cost of material for miscellaneous consumables like nozzles, wire brush, cotton waste etc. b) Labour Mate Mason Mazdoor (Unskilled) c) Machinery Compressor with guniting equipment along with accessories d&e) Overheads & Contractors Profit Rate per sqm = (a+b+c+d+e)
3
4
5
6
day day
1.06
hour
1.00
hour
0.50
day day
0.78
hour hour
0.75 0.40
kg cum kg kg kg
16.00 0.04 2.00 0.67 0.64
day day day
0.04 0.15
hour
0.10
1
RBR-RPRH-1
2
RBR-RPRH-2
3
RBR-RPRH-3
647
RBR-RPRH Index-code
S. No 1
4
RBR-RPRH-4
Description
Unit
2 3 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications 2800 MORTH including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Unit = Number Taking output = 1 No. a) Material Nipples each
Quantity
Rate (Rs.)
Amount (Rs.)
4
5
6
1.00
Cement, fixing compound and consumables @ 15% of cost of nipple
RBR-RPRH-5
RBR-RPRH-6
b) Labour Mate Mazdoor (Skilled) labour for drilling Mazdoor (Skilled) labour for fixing nipple and sealing inlets Mazdoor (Unskilled) for cutting and removing of nipples Add 10 per cent of labour cost for drilling holes etc c&d) Overheads & Contractors Profit Rate per No. = (a+b+c+d) 5 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification 2806 MORTH. A Cement Grout Unit = kg Taking output = 1 kg a) Material Cement including 10 per cent wastage Admixtures (anti shrinkage compound) @ 20 % of cost of cement b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c) Machinery Grout pump with agitator and accessories d&e) Overheads & Contractors Profit Rate per kg = (a+b+c+d+e) B Cement Mortar (1:1) Grouting Unit = kg Taking output = 1 kg a) Material Cement including 10 per cent wastage Sand including 10 per cent wastage Admixtures (anti shrinkage compound) @ 20 % of cost of cement b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c) Machinery Grout pump with agitator and accessories d&e) Overheads & Contractors Profit Rate per kg = (a+b+c+d+e) 6 Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer as per Technical Specification 2800 MORTH. Unit = sqm Taking output = 10 sqm for an average thickness of 25mm. a) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) b) Material Pre-packed polymer concrete based on epoxy system complete with curing compound, initiator and promoter including 5 per cent wastage.
day day day day
0.08 0.08 0.05
kg
1.10
day day day
0.10 0.18
hour
0.10
kg kg
0.55 0.55
day day day
0.10 0.18
hour
0.10
day day day
0.75 0.81
kg
315.00
c) Machinery Grout pump with agitator and accessories hour d&e) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10 Note : This item is a proprietary item available in market as pre-packed polymer concrete and is required to be applied as per instructions of the manufacturer.
2.00
648
RBR-RPRH Index-code
S. No
Description
Unit
Quantity
Rate (Rs.)
Amount (Rs.)
1
2 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 MORTH
3
4
5
6
kg
1.10
day day day
0.10 0.18
hour
0.10
kg kg kg
2.50 2.20 2.00
day day day
0.50 0.54
day day day
0.54 0.50
hour hour hour
1.00 1.00 0.02
kg cum cum kg KL
120.00 0.15 0.15 2.50 0.10
Litre kg
1.40 12.00
day day
0.50
7
RBR-RPRH-7
Unit = kg Taking output = 1 kg a) Material Epoxy including 10 per cent wastage b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c) Machinery Epoxy Injection gun d&e) Overheads & Contractors Profit Rate per kg = (a+b+c+d+e) 8
RBR-RPRH-8
9
RBR-RPRH-9
RBR-RPRH-10
10
Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification 2804 MORTH. Unit = sqm Taking output = 10 sqm Assume average 10mm thickness of epoxy mortar a) Material Epoxy resin-hardener mix for prime coat Epoxy mortar Epoxy resin -hardener mix for seal coat. Add 3 per cent cost of material for other consumables like acetone etc and to cover wastage. b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 Removal of defective concrete, cleaning the surface thoroughly, applying the shot Crete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 MORTH. unit: sqm Taking output = 10 sqm, 40 mm average thickness. a) Labour Mate Mazdoor (Unskilled) Mazdoor (Skilled) b) Machinery Air compressor 250 cfm Shotcreteing equipment water tanker 6 KL capacity c) Material Cement Sand Coarse aggregate of size 4.75mm Quick setting compound Water d&e) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d+e Rate per sqm = (a+b+c+d+e)/10 Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete as per Unit = sqm Taking output = 10 sqm Assumed thickness - 10 mm a) Material Acrylic polymer bonding coat pre-packed cement based polymer mortar of strength 45 Mpa at 28 days Add 3 per cent of (a ) above for wastage. b) Labour Mate Mazdoor (Skilled)
649
RBR-RPRH Index-code
RBR-RPRH-11
S. No
Description
Unit
Quantity
1
2 Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 Epoxy bonding of new concrete to old concrete as per Technical Specification 2805 MORTH. Unit = sqm Taking output = 10 sqm a) Material Epoxy resin with pot life not less than 60-90 minutes and satisfying testing as per clause 2803.9 Add 3 per cent of (a ) above for wastage. b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost for 10 sqm = a+b+c+d Rate per sqm = (a+b+c+d)/10 Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification 2810 MORTH. Span assumed: 25 m No. of cables: 4 no. No. of anchorages : 8 no. Unit = MT Taking output = 1 MT Assume 12.7mm dia. Strand in 12T13 system. Weight-9.42 kg/m of cable. a) Material
3 day
4 0.54
kg
8.00
day day day
0.50 0.54
HTS strand including 5 per cent wastage and extra length for jacking
t m kg
1.05 112.00 400.00
11
12
RBR-RPRH-12
HDPE pipes 75mm dia including 5 per cent wastage Cement for grouting
Rate (Rs.)
Amount (Rs.)
5
6
650
RBR-RPRH Index-code
S. No
Description
Unit
Quantity
1
2 Tube anchorage set complete with bearing plate, permanent wedges etc Epoxy MS plates for deviator (where deviator blocks are not provided) Add 20 per cent cost of material for other materials like lead sheet, sleeves, deviator fixtures etc. b) Labour i) For making holes in the structure . Mate Mazdoor (Semi-skilled) Mazdoor (Unskilled) ii) For making and fixing anchorages for cables and placement of cables . Mate Blacksmith Mazdoor (Unskilled) iii) For prestressing Mate/Supervisor Fitter Mazdoor (Unskilled) iv) For grouting Mate/Supervisor Mason Mazdoor (Unskilled) c) Machinery Stressing jack with pump Grouting pump with agitator d&e) Overheads & Contractors Profit Rate per MT = (a+b+c+d+e) Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification 2810 MORTH. Span assumed: 50 m No. of cables: 4 no. No. of anchorages : 8 no. Unit = MT Taking output = 3.10 MT Assume 12.7mm dia. Strand in 19T13 system. Weight-14.73 kg/m of cable. a) Material
3 each
4 8.00
kg t
6.00 2.10
day day day
3.00 3.24
day day day
3.00 8.44
day day day
0.70 2.78
day day day
0.70 2.78
hour hour
4.00 1.35
HTS strand including 5 per cent wastage and extra length for jacking
t m t each
3.10 224.00 1.01 8.00
kg t
10.00 7.00
day day day
8.00 8.08
day day day
7.00 26.28
day day day
1.00 4.20
day day day
1.50 5.26
hour hour
7.00 3.00
13
RBR-RPRH-13
HDPE pipes 90mm dia including 5 per cent wastage Cement for grouting Tube anchorage set complete with bearing plate, permanent wedges etc Epoxy MS plates for deviator (where deviator blocks are not provided) Add 20 per cent cost of material for other materials like lead sheet, sleeves, deviator fixtures etc. b) Labour i) For making holes in the structure . Mate Mazdoor (Semi-skilled) Mazdoor (Unskilled) ii) For making and fixing anchorages for cables and placement of cables . Mate Blacksmith Mazdoor (Unskilled) iii) For prestressing Mate/Supervisor Fitter Mazdoor (Unskilled) iv) For grouting Mate/Supervisor Mason Mazdoor (Unskilled) c) Machinery Stressing jack with pump Grouting pump with agitator d&e) Overheads & Contractors Profit Cost for 3.10 MT = a+b+c+d+e Rate per MT = (a+b+c+d+e)/3.10
Rate (Rs.)
Amount (Rs.)
5
6
651
RBR-RPRH Index-code
S. No
Description
Unit
Quantity
Rate (Rs.)
Amount (Rs.)
1
2 Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification 2810 MORTH. Span assumed: 100 m No. of cables: 6 no. No. of anchorages : 12 no. Unit = MT Taking output = 9.28 MT Assume 12.7mm dia. Strand in 19T13 system. Weight-14.73 kg/m of cable. a) Material
3
4
5
6
t m t each
9.28 672.00 3.04 12.00
kg t
14.00 20.00
day day day
18.00 26.72
day day day
20.00 84.00
day day day
1.50 6.30
day day day
5.00 21.00
hour hour
10.00 10.00
14
RBR-RPRH-14
HTS strand including 5 per cent wastage and extra length for jacking
HDPE pipes 90 mm dia including 5 per cent wastage Cement for grouting Tube anchorage set complete with bearing plate, permanent wedges etc Epoxy MS plates for deviator (where deviator blocks are not provided) Add 20 per cent cost of material for other materials like lead sheet, sleeves, deviator fixtures etc. b) Labour i) For making holes in the structure . Mate Mazdoor (Semi-skilled) Mazdoor (Unskilled) ii) For making and fixing anchorages for cables and placement of cables . Mate Blacksmith Mazdoor (Unskilled) iii) For prestressing Mate/Supervisor Fitter Mazdoor (Unskilled) iv) For grouting Mate/Supervisor Mason Mazdoor (Unskilled) c) Machinery Stressing jack with pump Grouting pump with agitator d&e) Overheads & Contractors Profit Cost for 9.28 MT = a+b+c+d+e Rate per MT = (a+b+c+d+e)/9.28
652
RBR-RPRH Index-code
RBR-RPRH-15
S. No
Description
Unit
Quantity
Rate (Rs.)
Amount (Rs.)
1
2 Replacement of Bearings complete as per Technical Specification 2808 MORTH Unit = No Taking output = 3 No. Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m.
3
4
5
6
15
a) Lifting of span i) Hire charges for jack of 40 tonne lifting capacity. Day Mate day Mazdoor (Skilled) day Mazdoor (Unskilled) day v) Wooden packing cum b) Replacement of bearing Cost of bearing. each c&d) Overheads & Contractors Profit Cost of repair of 3 bearings = a+b+c+d Rate of repair per bearing = (a+b+c+d)/3 Note : The work entails replacement of all the bearings on one side of the span.
RBR-RPRH-16
RBR-RPRH-17
16
17
Rectification of Bearings as per Technical Specifications 2808 MORTH Unit = 1 No Taking output = 3 No. a) Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m. i) Hire charges for jack of 40 tonne lifting capacity. each ii) Mate day iii) Mazdoor (Skilled) day iv) Mazdoor (Unskilled) day v) Wooden packing cum each b) Cost of parts to be replaced for 3 bearings. c&d) Overheads & Contractors Profit Cost of repair of 3 bearings = a+b+c+d Rate of repair per bearing = (a+b+c+d)/3 Note : The rectification of 3 bearings included in this analysis are on the same side of the span. Replacement of Expansion Joints complete as per drawings Unit -1 RM Taking output = 12 RM a) Material Epoxy for bonding new concrete to old concrete @ 0.8 kg/sqm kg M-30 grade cement concrete excluding OH & CP (Rate as per Chapter cum 14 b) Labour Removal of old expansion joint including breaking of concrete, cutting of lugs and shifting of broken material etc. Mate day Mazdoor (Unskilled) day Mazdoor (Skilled) day c&d) Overheads & Contractors Profit Cost for replacement of 12 RM = a+b+c+d Rate per RM = (a+b+c+d)/12 Note : The rate for the installation of new expansion joints may be taken from the chapter on superstructure. Broken concrete will have to be replaced which has been included in this analysis.
3.00 4.00 12.64 0.15 3.00
3.00 4.00 12.64 0.15 3.00
9.60 3.60
6.26 0.50
653
RBR-RPRH Index-code
S. No 1
RBR-RPRH-18
18
Description 2 Replacement of Damaged Concrete Railing. Unit = RM Taking output = 10 RM a) Labour
Unit
Quantity
Rate (Rs.)
Amount (Rs.)
3
4
5
6
Labour for dismantling old railing and disposal of dismantled material.
RBR-RPRH-19
19
Mate day Mazdoor (Unskilled) day b) Machinery Tractor-trolley for disposal of dismantled material hour c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per metre = (a+b+c+d)/10 Note : The rate for the provision of new railing may be adopted from the chapter on superstructure. Replacement of Crash Barrier. Unit = RM Taking output = 10 M a) Labour
5.20 1.00
Labour for dismantling old railing and disposal of dismantled material.
RBR-RPRH-20
20
Mate day Mazdoor (Unskilled) day b) Machinery Tractor-trolley for disposal of dismantled material hour c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per metre = (a+b+c+d)/10 Note : The rate for the construction of new crash barrier may be adopted from chapter 8 on Traffic and Transportation. Replacement of Damaged Mild Steel Railing Unit = RM Taking output = 10 M a) Labour
10.40 1.00
Labour for dismantling old railing and disposal of dismantled material.
Mate Mazdoor (Unskilled) b) Machinery Tractor-trolley for disposal of dismantled material c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per metre = (a+b+c+d)/10
RBR-RPRH-21
21
day day
4.16
hour
1.00
Repair of Crash Barrier Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work.
Unit = Running meter. Taking output = 10 M. It is assumed that damage is to the extent of 10 per cent of the volume of concrete .This will require 0.30 cum of concrete. a) Manpower Mate day Mazdoor (Unskilled) day For dismantling and trimming the surface to a regular shape and removal of damaged material. b) Material M-30 grade cement concrete excluding OH & CP (Rate as per Chapter cum 14) This may be priced based on the rate given the chapter of superstructure. c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per m = (a+b+c+d)/10
1.04
0.30
654
RBR-RPRH Index-code
S. No 1
RBR-RPRH-22
22
Description
Unit
Quantity
Rate (Rs.)
Amount (Rs.)
2
3
4
5
6
Repair of RCC Railing Carrying out repair of RCC M30 railing to bring it to the original shape.
RBR-RPRH-23
23
Unit = Running meter. Taking output = 10 M. It is assumed that damage is to the extent of 10 per cent . a) Material M-30 grade cement concrete excluding OH & CP (Rate as per Chapter cum 14 HYSD bar reinforcement Rate as per Chapter 14 (Excluding OH & CP) t b) Labour Mate day Mazdoor (Unskilled) day For dismantling and trimming the surface to a regular shape and removal of damaged material. c&d) Overheads & Contractors Profit Cost for 10 m = a+b+c+d Rate per m = (a+b+c+d)/10 Repair of Steel Railing Repair of steel railing to bring it to the original shape. It is assumed that the damage to the steel railing is to the extent of 10 %. Unit = Running meter. Taking output = 10 M. a) Material Mild steel ISMC series Flat iron MS Bolt and nuts Add 5 per cent of cost of material for painting. b) Labour Mate Mazdoor (Skilled) Mazdoor (Unskilled) c&d) Overheads & Contractors Profit Cost of repair for10m = a+b+c+d Rate of meter = (a+b+c+d)/10
0.10 0.01 0.216
kg kg kg
29.00 10.00 1.00
day day day
0.20 0.216
General Note : The provisions towards Mate is included in the provision towards unskilled Mazdoor.
655
BLD-CSTN
Andhra Pradesh Standard Data Buildings Index-code
S No
Description
Unit
Quantity
2
3
4
1
BLD-CSTN-1 BLD-CSTN-1-1
BLD-CSTN-1-3
BLD-CSTN-1-4
BLD-CSTN-1-5
Amount Rs. 6
MORTARS 1
Cement Mortar (1 : 1) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total
BLD-CSTN-1-2
Rate Rs. 5
2
3
4
5
kg.
1440.00
cum
1.05
cum
1.05
day
0.20
Cement Mortar (1 : 1.5) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total Cement Mortar (1 : 2) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total Cement Mortar (1 : 3) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total Cement Mortar (1 : 4) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar
kg.
960.00
cum
1.05
cum
1.05
day
0.20
kg.
720.00
cum
1.05
cum day
0.20
kg.
480.00
cum
1.05
cum
1.05
day
0.20
kg.
360.00
cum
1.05
cum
1.05
-
-
day
0.20
Grand Total
659
Remarks 7
BLD-CSTN Index-code
S No
BLD-CSTN-1-6
1 6
BLD-CSTN-1-7
BLD-CSTN-1-8
7
8
Unit
Quantity
2
3
4
Cement Mortar (1 : 5) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total Cement Mortar (1 : 6) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total Cement Mortar (1 : 8) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total
kg.
288.00
cum
1.05
cum
1.05
Rate Rs. 5
Amount Rs. 6
day
0.20
kg.
240.00
cum
1.05
cum
1.05
day
0.20
kg.
180.00
cum
1.05
cum
1.05
day
0.20
Kg cum cum
400.00 0.90 0.45
cum
0.90
cum
0.45
CONCRETE, DAMP PROOF COURSE & REINFORCEMENT
BLD-CSTN-2 BLD-CSTN-2-1
Description
9
Plain Cement concrete Grade M20 - Nominal Mix using 20mm metal with hand mixing Unit : 1cum A. MATERIALS: Cement Coarse aggregate 20mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A B. LABOUR:
day Mason 1st class day Mazdoor (unskilled) kl Water (including for curing) Grand Total Note : For Nominal Mix : Considering table 9 IS 456 : 2000, the quantity of cement needed is 405 kgs / cum. Hence proposed 400 kgs of cement for cum of CC M20
0.10 2.36 1.20
660
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-2-2
S No 1 10
Description
Unit
Quantity
2
3
4
Plain Cement concrete Grade M10 - Nominal Mix upto Plinth level using 40mm metal using concrete mixer Unit : 1cum A. MATERIALS: Cement Coarse aggregate 40mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity
Kg
220.00
cum cum cum
0.90 0.45 0.90
cum kl
0.45 1.20
hour
1.00
day
0.10
day
1.39
Rate Rs. 5
Amount Rs. 6
C. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total
BLD-CSTN-2-3
BLD-CSTN-2-4
11
12
13
BLD-CSTN-2-5
PCC Grade M15 - Nominal mix 1:2.5:5 (Hand mixing) Unit = 1cum A) Material Cement Coarse sand 40 mm aggregate 20 mm aggregate 10 mm aggregate Water (including for curing) B) Labour Mason (1st Class) Mazdoor (Unskilled) Grand Total Plain Cement concrete (1:4:8) using 40 mm metal with hand mixing upto Plinth level Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level. Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity
kg
275.00
cum
0.48
cum
0.54
cum
0.27
cum
0.09
kl
1.20
day
0.10
day
2.36
kg
162.00
cum
0.90
cum
0.45
cum
0.90
cum
0.45
kl
1.20
day
0.10
day
2.36
kg
162.00
cum
0.90
cum
0.45
cum
0.90
cum
0.45
kl
1.20
hour
1.00
661
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
0.10
day
1.39 -
kg cum
129.60 0.90
cum
0.45
cum
0.90
cum
0.45
kl
1.20
day
0.10
day
2.36
C. LABOUR: Mason 1st class Mazdoor (unskilled) Water Charges 1% Grand Total
BLD-CSTN-2-6
14
15
BLD-CSTN-2-7
Plain Cement concrete (1:5:10) using 40 mm metal with hand mixing upto Plinth level Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto
Rate Rs. 5
Amount Rs. 6
plinth level. Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR:
BLD-CSTN-2-8
BLD-CSTN-2-9
16
17
Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete (1:6:10) using 40 mm metal with hand mixing upto Plinth level Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture upto Plinth level Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing)
kg
129.60
cum
0.90
cum
0.45
cum
0.90
cum
0.45
kl
1.20
hour
1.00
day
0.10
day
1.39
kg
129.60
cum
0.90
cum
0.54
cum
0.90
cum
0.54
kl
1.20
day
0.10
day
2.36
kg
129.60
cum
0.90
cum
0.54
cum
0.90
cum
0.54
kl
1.20
662
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
hour
1.00
day
0.10
day
1.39
B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR:
BLD-CSTN-2-10
BLD-CSTN-2-11
BLD-CSTN-2-12
18
19
20
Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete - Nominal Mix (1:3:6) using 40mm metal with hand mixing Unit : 1cum A. MATERIALS: Cement Coarse aggregate 40mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete (M 20) Nominal Mix using 40mm metal using concrete mixer Unit : 1cum A. MATERIALS: Cement Coarse aggregate 40mm graded Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 using 40mm metal using concrete mixer Unit : 1cum A. MATERIALS: Cement Coarse aggregate 40mm Coarse aggregate 20mm Coarse aggregate 10mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total
Kg
220.00
cum
0.90
cum
0.45
cum
0.90
cum
0.45
kl
1.20
day
0.10
day
2.36
Kg
330.00
cum
0.90
cum
0.45
cum
0.90
cum
0.45
kl
1.20
hour
1.00
day
0.10
day
1.39
Kg
275.000
cum
0.540
cum
0.270
cum
0.090
cum
0.480
cum
0.900
cum
0.480
kl
1.20
hour
1.000
day
0.100
day
1.390
Rate Rs. 5
Amount Rs. 6
663
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-2-13
S No
Description
1 2 21 R.C.C. M-20 Nominal Mix NEW RCC M- 20 Nominal mix (Cement:fine aggregate:
Unit
Quantity
3
4
cum cum Kgs
0.900 0.450 400.000
day day day
0.133 0.267 3.600
hour Liters Liters kl
1.000 0.133 0.667 1.200
cum cum Kgs
0.900 0.450 400.000
day day day
0.167 0.167 4.700
hour kl
1.000 1.200
cum cum Kgs
0.900 0.450 400.000
day day day
0.067 0.133 2.500
hour kl
0.267 1.200
Rate Rs. 5
Amount Rs. 6
coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.
A
FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)
A. MATERIALS: 20mm HBG graded metal Sand Cement B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Cost of Diesel for Miller Cost of Petrol for Vibrator Water (including for curing) BASIC COST per 1 cum B
COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS
A. MATERIALS: 20mm HBG graded metal Sand Cement B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women)
B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Water (including for curing) BASIC COST per 1 cum C
RCC SLABS, BEAMS
A. MATERIALS: 20mm HBG graded metal Sand Cement B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Water (including for curing) BASIC COST per 1 cum
664
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
1
2
3
4
22
DESIGN MIX CONCRETE (WEIGH BATCH at SITE) and placing of the Design Mix Concrete Supply
Rate Rs. 5
Amount Rs. 6
corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.
BLD-CSTN-2-14
A
B
C
FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) ANY GRADE OF MIX 20mm HBG graded metal Sand 1st Class Mason 2nd Class Mason Mazdoor (Both Men & Women) Weigh Batcher Hire charges (Machine mixing) charges Water (including for curing) BASIC COST per 1 cum COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS ANY GRADE OF MIX 20mm HBG graded metal Sand 1st Class Mason 2nd Class Mason Mazdoor (Both Men & Women) Weigh Batcher Hire charges (Machine mixing) Water (including for curing) BASIC COST per 1 cum RCC SLABS, BEAMS ANY GRADE OF MIX 20mm HBG graded metal Sand 1st Class Mason 2nd Class Mason Mazdoor (Both Men & Women) Weigh Batcher Hire charges (Machine mixing) Water (including for curing) BASIC COST per 1 cum
Excluding Cement cost
cum cum day day day h
0.80 0.40 0.133 0.267 4.600 1.333
kl
1.200
cum cum day day day H kl
0.80 0.40 0.167 0.167 5.600 1.333 1.200
cum cum day day day h kl
0.80 0.40 0.067 0.133 3.077 0.308 1.200
Note : Quantity of cement proposed for various design mixes is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly quantity for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design. Nominal mix of grades M20 is to be used with adequate supervision and quality control requirements. For Design mix concrete, allow Cement as follows (for estimate purpose only) :
Grade
Kgs
M 20
350
M 25 M 30 M 35 M 40
380 400 420 430
665
Remarks 7
BLD-CSTN Index-code
S No 1 23
BLD-CSTN-2-15
A
Description
Unit
Quantity
2
3
4
Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work.
Rate Rs. 5
Amount Rs. 6
Excluding Cement any Grade.
FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)
Unit : 1cum A. MATERIALS: Coarse aggregate 20mm graded Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Batching plant at 20 cum per hour Transit mixer 4cum capacity for lead upto 1km Concrete Pump C. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total Note : Wherever concrete is carried out using batching plant, transit mixer, concrete pump, then Admixtures @ 0.4% of weight of cement may be added for achieving desired slump of concrete. If concentrated Admixture is proposed, only 0.04% of weight of Cement shall be used. B
cum
0.80
cum
0.40
cum
0.80
cum
0.40
kl
1.20
hour
0.222
hour
0.222
day
0.222
day
0.056
day
0.056
day
0.917
cum
0.80
cum
0.40
cum
0.80
cum
0.40
COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS
Unit : 1cum
C
A. MATERIALS: Coarse aggregate 20mm graded Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing) B. MACHINERY Batching plant at 20 cum per hour
kl
1.20
hour
0.444
Transit mixer 4cum capacity for lead upto 1km
hour
0.444
Concrete Pump C. LABOUR:
day
0.444
Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total RCC SLABS, BEAMS Unit : 1cum
day
0.111
day
0.222
day
1.556
cum
0.80
cum
0.40
cum
0.80
cum
0.40
kl
1.20
A. MATERIALS: Coarse aggregate 20mm graded Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A Water (including for curing)
666
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
hour
0.133
hour day
0.133 0.133
day
0.033
day
0.067
day
0.433
1
B. MACHINERY Batching plant at 20 cum per hour Transit mixer 4cum capacity for lead upto 1km Concrete Pump C. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total For Design mix concrete, allow Cement as follows (for estimate purpose only) :
Rate Rs. 5
Grade
Kgs
M 20 M 25 M 30 M 35 M 40
350
Amount Rs. 6
380 400 420 430
Note: LIFT CHARGES - for all RCC Items 1. For Lift Charges of Labour, increase @ 10% on labour charges for each upper floor on Ground Floor Rate 2. For Lift Charges of Materials only, for lifting Concrete above 6.1 M (2nd floor onwards) Winch/ Lift hire charges may be allowed at following rates:
24
BLD-CSTN-2-16
Description of Structure
Basic Rate for 2nd Floor (6.1 M)
a. FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)
Nil
for each additional floor (3.05 M) over and above 2nd floorNil (6.1 M)
b. COLUMNS, LINTELS, WATER TANKS, RCC WALLS
1.333
Hrs
10%
c. RCC SLABS, BEAMS
0.267
Hrs
10%
kgs cum
320.00 0.90
cum cum cum L.S.
0.45 0.90 0.45
hour
1.00
Damp proof course 40mm thick with cement concrete (1:2:4 Nominal mix), using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials, including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer)
Unit = 25 sqm A. MATERIALS: Cement Coarse aggregate 12mm Fine aggregate (sand) Seigniorage charges of coarse aggregate
Seigniorage charges of sand Form work B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR: Mason 1st class Mazdoor (unskilled) D. Grand Total for 25 sqm Rate per Sqm = D/25
day
0.1
day
1.98
667
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-2-17
S No
Description
Unit
Quantity
1 25
2 Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer)
3
4
kgs cum cum cum cum L.S.
320.00 0.90 0.45 0.90 0.45
hour
1.00
day day
0.1 1.98
t
1.05
kg
6.00
day day
2.00
t
1.025
each
70.000
Hr
10.00
kg
6.00
Unit = 20 sqm A. MATERIALS: Cement Coarse aggregate 12mm Fine aggregate (sand) Seigniorage charges of coarse aggregate
Seigniorage charges of sand Form work B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR: Mason 1st class Mazdoor (unskilled) D. Grand Total for 20 sqm Rate per Sqm = D/20 26 Supplying, fitting and placing HYSD bar 11.7 reinforcement in foundation complete as per drawings and technical specifications for Bars BLD-CSTN-2-18 below 36 mm dia including over laps and wastage, where they are not welded 1000 Unit = t & (a) Material 1200 HYSD bars including 5 per cent for overlaps and wastage Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position Blacksmith / Bar bender Mazdoor (Unskilled) Sundries on Material (c) Overheads on (a+b) (d) Contractor’s profit on (a+b+c) Rate per t = a+b+c+d A Supplying, fitting and placing HYSD bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily. 1000 Unit = t & (a) Material 1200
HYSD bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire
Rate Rs. 5
Amount Rs. 6
6.40
668
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
day
2.50
day
2.00
day
6.40
t
1.05
kg
6.00
day day
2.00
1
27 11.8
BLD-CSTN-2-19
1000 & 1200
A
28 11.9
BLD-CSTN-2-20
1000 & 1200
(b) Labour for cutting, bending, shifting to site, tying and placing in position Welder Blacksmith Mazdoor (Unskilled) (c) Overheads on (a+b) (d) Contractor’s profit on (a+b+c) Rate per t = a+b+c+d Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded. Unit = t (a) Material TMT bars including 5 per cent for overlaps and wastage Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position Blacksmith / Bar bender Mazdoor (Unskilled) (c) Overheads on (a+b) (d) Contractor’s profit on (a+b+c) Rate per t = a+b+c+d Supplying, fitting and placingTMT bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily. Unit = t (a) Material TMT bars including 2.5 per cent for wastage Welding Electrodes @ 5 per joint (14 joints / ton) Welding Charges (Hire charges of Welding Machine) Binding wire (b) Labour for cutting, bending, shifting to site, tying and placing in position Welder Blacksmith Mazdoor (Unskilled) (c) Overheads on (a+b) (d) Contractor’s profit on (a+b+c) Rate per t = a+b+c+d Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded Unit = t (a) Material MS bars including 5 per cent for overlaps and wastage Binding wire
Rate Rs. 5
Amount Rs. 6
6.40
t
1.025
each
70.000
Hr
10.00
kg
6.00
day
2.50
day
2.00
day
6.40
t
1.05
kg
6.00
day day
2.00
(b) Labour for cutting, bending, shifting to site, tying and placing in position
Blacksmith / Bar bender Mazdoor (Unskilled)
6.40
669
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
(c) Overheads on (a+b) (d) Contractor’s profit on (a+b+c) Rate per t = a+b+c+d
BLD-CSTN-3 BLD-CSTN-3-1
BRICK WORK, HONEY - COMBWORK 29 a i
Brick Masonry in CM (1:3) with Bricks with traditional size 23 x 11 x 7 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class nd
Mason 2 class Mazdoor (unskilled) Grand Total Note : For Bricks 2.4 % wastage taken. ii
Brick Masonry in CM (1:4) with Bricks traditional size 23 x 11 x 7 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class nd
iii
Mason 2 class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:5) with Bricks traditional size 23 x 11 x 7 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class nd
Mason 2 class Mazdoor (unskilled) Grand Total
kg
96.00
Nos cum
512.00 0.20
cum
0.20
day
0.24
day
0.56
day
1.89
kg
72.00
Nos
512.00
cum
0.20
cum
0.20
day
0.24
day
0.56
day
1.89
kg
57.60
Nos cum
512.00 0.20
cum
0.20
day
0.24
day
0.56
day
1.89
670
Remarks 7
BLD-CSTN Index-code
S No 1 iv
v
b
Description
Unit
Quantity
2
3
4
Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd Class Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
kg
48.00
Nos cum
512.00 0.20
cum
0.20
day
0.24
day
0.56
day
1.89
kg
36.00
Nos
512.00
cum
0.20
cum
0.20
Mason 1st class
day
0.24
Mason 2nd class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:3) with Bricks traditional size 23 x 11 x 7 cms 1st Class Unit = 1cum A. MATERIALS: Cement Bricks1st Class traditional size 23 x 11 x 7 cms Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
day
0.56
day
1.89
Mason 1st class nd
kg
96.00
Nos
512.00
cum
0.20
cum
0.20
day
0.24
day
0.56
Mason 2 class day Mazdoor (unskilled) Grand Total Note : 1. When Mortar mix is changed as CM 1:4, 1:5, 1:6 and 1:8, proportionate quantity of cement has to be substituted. No change in other data.
Rate Rs. 5
Amount Rs. 6
1.89
2. When First class Modular Bricks are used provide 570 nos bricks of size 19 x 9 x 9 cms.
671
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-3-2
S No 1 30 i
Description
Unit
Quantity
2
3
4
Brick Masonry in CM (1:3) with Modular Bricks 19 x 9 x 9 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks modular size 19 x 9 x 9 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class nd
ii
Mason 2 class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:4) with Modular Bricks 19 x 9 x 9 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks modular size 19 x 9 x 9 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class nd
iii
Mason 2 class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:5) with Modular Bricks 19 x 9 x 9 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks modular size 19 x 9 x 9 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
iv
100.60 520.00 0.21
cum
0.21
day
0.24
day
0.56
day
1.89
kg
75.60
Nos cum
520.00 0.21
cum
0.21
day
0.24
day
0.56
day
1.89
kg
60.48
Nos cum
520.00 0.21
cum
0.21
Mason 1st class
day
0.24
Mason 2nd class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:6) with Modular Bricks 19 x 9 x 9 cms 2nd class Unit = 1cum A. MATERIALS: Cement Bricks modular size 19 x 9 x 9 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
day
0.56
day
1.89
kg
50.40
Nos cum
520.00 0.21
cum
0.21
day
0.24
Mason 2 class Mazdoor (unskilled) Grand Total Brick Masonry in CM (1:8) with Modular Bricks 19 x 9 x 9 cms 2nd class Unit = 1cum A. MATERIALS: Cement
day
0.56
day
1.89
kg
37.80
Bricks modular size 19 x 9 x 9 cms 2nd class
Nos cum
520.00 0.21
cum
0.21
Mason 1st class nd
iv
kg Nos cum
Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
Rate Rs. 5
Amount Rs. 6
672
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3 day
4 0.24
day
0.56
day
1.89
nos
565.000
1
31
BLD-CSTN-3-3
Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total 11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials. unit:10sqm A. MATERIALS: Country bricks, second class traditional size 23x11x7cm Cement Sand Seigniorage charges for sand B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Add water charges 1% Grand Total
32
BLD-CSTN-3-4
BLD-CSTN-3-5
106.000 0.220
cum
0.220
day
0.600
day
0.600
day
Amount Rs. 6
2.750 1.00%
Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using FlyAsh bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509
Ground Floor : A. MATERIALS: II Class Bricks C.M.(1:6) B. LABOUR:
33
kg. cum
Rate Rs. 5
Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total Exposed brick masonry for super structure on ground floor in cm (1:6) using wire cut bricks or moulded bricks including making horizontal and vertical grooves 10mm Wide 12mm deep, cost of all materials, seigniorage charges, labour and all operations, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials unit:1cum A. MATERIALS: Wire cut bricks or moulded bricks size 19x9x9cm Cement
cum
512.000
cum
0.200
day
0.600
day
0.600
day
2.750
nos kg.
520.000 48.00
673
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3 cum
4 0.20
cum
0.20
1
Sand Seigniorage charges for sand B. LABOUR:
34
BLD-CSTN-3-6
35
BLD-CSTN-3-7
36
BLD-CSTN-3-8
Rate Rs. 5
Amount Rs. 6
day 0.57 Mason 1st class nd day 0.57 Mason 2 class day 2.54 Mazdoor (unskilled) 1.00% Add water charges 1% Grand Total Note : Compressive strength of individual Brick shall not be less than 70 kg / cm2 Brickwork in arches in cement mortar 1:4 complete including centering and shuttering excluding pointing and plastering as per drawing and technical specifications Clauses 606 and 1205.1 MORD Unit = cum a) Material Nos. 525.00 Brick 1st class cum 0.24 Cement mortar (1:4) b) Labour day 1.88 Mazdoor (Unskilled) day 2.00 Mason (1st Class) c) Add for centering and shuttering @ 110% of (a+b) Grand Total Note : 1 ) In case cement mortar 1:3 is used, proportionate rate is to be adopted.
2) Quantity of bricks for arches will be about 10 per cent more than that for ordinary brickwork . 3) In case special arch bricks are used, the quantity of bricks per cum shall be taken as 580 Nos. 4) Rates for spandrel walls shall be taken same as for brickwork in substructure. 5) Rate for spandrel filling will depend on the filling material adopted 6) Compressive strength of individual Brick shall not be less than 70 kg / cm2 Honey Comb work with Bricks of traditional Size and Plastered One Coat 10 mm. thick Cement Mortar 1:5 including White Washing 2 Coats Unit = cum a) Material Brick 2nd class 23 x 11 x 7 Cement mortar (1:5) b) Labour Mazdoor (Unskilled) Mason (1st Class) Mason (2nd Class) White Washing 2 Coats Grand Total Honey Comb work with Bricks of Modular Size and Plastered One Coat 10 mm. thick Cement Mortar 1:5 including White Washing 2 Coats Unit = cum a) Material Brick 2nd class 19 x 9 x 9 Cement mortar (1:5) b) Labour Mazdoor (Unskilled) Mason (1st Class) Mason (2nd Class) White Washing 2 Coats Grand Total
Nos.
750.00
cum
0.67
day day day LS
6.60 2.41 6.21 LS
Nos.
790.00
cum
0.67
day
6.60
day
2.41
day
6.21
LS
LS
674
Remarks 7
BLD-CSTN Index-code
S No 1
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
STONE MASONRY, DAMP PROOF COURSE, DRY STONE PACKING, QUARRY RUBBISH & GRAVEL BACKING
BLD-CSTN-4 BLD-CSTN-4-1
Description
37
Cut Stone Masonry in CM 1:2 Unit = 1cum A. MATERIALS: Cement Cut Stone Roughly dressed to shape at quarry Bond Stones Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor Grand Total
kg
115.20
cum
0.89
cum
0.16
cum
0.16
cum
0.16
day day
1.05 2.45
day
3.50
day
2.80
Note : When Mortar mix is changed as CM 1:3, 1:4, 1:5, 1:6 and 1:8, proportionate quantity of cement has to be substituted. No change in other data.
BLD-CSTN-4-2
38 i
ii
iii
CRS Masonry in CM (1:2) 1st Sort
Unit = 1cum A. MATERIALS: Cement Coursed Rubble Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total CRS Masonry in CM (1:3) 1st Sort Unit = 1cum A. MATERIALS: Cement Coursed Rubble Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total CRS Masonry in CM (1:4) 1st Sort Unit = 1cum A. MATERIALS: Cement Coursed Rubble Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total
kg
201.60
cum
0.94
7Nos.
0.16
cum
0.28
cum cum
0.28 1.10
day day
2.50 2.32
kg
134.40
cum
0.94
7Nos.
0.16
cum
0.28
cum cum
0.28 1.10
day day
2.50 2.32
kg
100.80
cum
0.94
7Nos. cum
0.16 0.28
cum cum
0.28 1.10
day day
2.50 2.32
675
Remarks 7
BLD-CSTN Index-code
S No 1 iv
BLD-CSTN-4-3
39
Description
Unit
Quantity
2
3
4
CRS Masonry in CM (1:6) 1st Sort Unit = 1cum A. MATERIALS: Cement Coursed Rubble Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total
kg
67.20
cum
0.94
7Nos. cum
0.16 0.28
cum cum
0.28 1.10
day day
2.50 2.32
kg
76.80
cum
0.94
cum
0.16
cum
0.32
cum
0.32
cum
1.10
day Mason 1st class day Mazdoor (unskilled) Grand Total Note : When Mortar mix is changed proportionate quantity of cement has to be substituted. No change in other data.
BLD-CSTN-4-4
Amount Rs. 6
CRS Masonry in CM (1:6) 2nd Sort
Unit = 1cum A. MATERIALS: Cement Coursed Rubble Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR:
40
Rate Rs. 5
1.50 2.32
Coursed rubble stone masonry arch (Ist sort) in cement mortar (1:4) complete including centering etc. complete as per drawing and technical specifications Clauses 706 and 1205.1 Unit = cum A. Material Stone for CR masonry 1st sort Through and bond stone (7 Nos 0.24x0.24x0.39 = 0.16 cum) Cement mortar (Rate as in item 11.5 II) B. Labour Mason (1st Class) Mazdoor (Unskilled) C. Add for centering and shuttering @ 100 % of (a+b) Grand Total
cum
0.94
Nos.
0.16
cum
0.30
day
3.00
day
2.43
Note : 1) In case cement mortar 1:3 is used, proportionate rate is to be adopted. 2) The addition for centering and sluttering at (c) above is for arch above 6 m span. For lesser span length the addition shall be 80 per cent for span above 4 m length and 50 per cent for spans less than 4 m.
BLD-CSTN-4-5
41
Ashlar Arch Work in Cement Mortar (1:4)
Unit = 1cum A. MATERIALS: Cement
kg
57.60
Cut Stone Roughly dressed to shape at quarry
cum
0.89
Bond Stones of Cutstone quality Fine aggregate (Sand) Seigniorage charges for F.A
cum
0.16 0.16
cum
0.16
676
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
Mason 1st class Mason 2nd class Mazdoor (unskilled) Centering Charges Grand Total Rubble Arch Work in Cement Mortar (1:4) Unit = 1cum A. MATERIALS: Cement Seleted Stone of sizes as per specification (including Bond Stones) Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Centering Charges Grand Total Providing & Laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and technical specifications Clauses 800, 900 and 1205.1 Unit = cum RCC grade M20 nominal mix a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate b) Labour Mason (1st Class) Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity
day
5.05
day
2.45
day
6.30
1
Rate Rs. 5
Amount Rs. 6
B. LABOUR:
BLD-CSTN-4-6
42
43
BLD-CSTN-4-7
I
LS
kg cum
100.80 1.15
cum cum
0.28 0.28
day
0.90
day day
2.10 2.43
LS
t
0.40
cum
0.45
cum
0.54
cum
0.36
day
0.20
day
2.15
hour
0.40
d) Add for cost of centering and shuttering @ 50 per cent of (a+b) per sqm of surface of arch soffit
II
Grand Total RCC Grade M 25 (Design mix) a) Material Cement Coarse sand 20 mm aggregate 10 mm aggregate b) Labour Mason (1st Class) Mazdoor (Unskilled) c) Machinery Concrete mixer 0.4/0.28 cum capacity
t
0.38
cum
0.45
cum
0.54
cum
0.36
day
0.20
day
2.15
hour
0.40
d) Add for cost of centering and shuttering @ 50 per cent of (a+b) per sqm of surface of arch soffit
Grand Total Note : The additional cost of centering and shuttering @ 50 per cent of cost of material and labour shall hold good for arch spans of 6 m and above. For lesser length of spans, the corresponding additional cost can be taken as 40 per cent for spans above 4 m length and 30 per cent for spans less than 4 m.
677
Remarks 7
BLD-CSTN Index-code
S No
BLD-CSTN-4-8
1 44
BLD-CSTN-4-9
45
Description
Unit
Quantity
2
3
4
RR Masonry in CM (1:6) Unit = 1cum A. MATERIALS: Cement CR Stone Rough Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total RR Masonry in CM (1:8) Unit = 1cum A. MATERIALS: Cement CR Stone Rough Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand) Seigniorage charges for F.A Seigniorage charges for Stone B. LABOUR:
kg
79.20
cum
0.44
cum
0.50
cum cum
0.16 0.33
cum cum
0.33 1.10
day
1.20
day
2.00
kg
59.40
cum
0.44
cum
0.50
cum cum
0.16 0.33
cum cum
0.33 1.10
day Mason 1st class day Mazdoor (unskilled) Grand Total Note : When Mortar mix is changed proportionate quantity of cement has to be substituted. No change in other data
BLD-CSTN-4-10
BLD-CSTN-4-11
46
47
Dry Stone Masonry for Retaining Walls Unit = 1cum A. MATERIALS: Rough Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Seigniorage charges for Stone B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total Dry Stone Masonry for Well steining Unit = 1cum A. MATERIALS: Rough Stone Bond Stones Seigniorage charges for Stone B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total
Rate Rs. 5
Amount Rs. 6
Remarks 7
.
1.20 2.00
cum cum
1.04 0.16
cum
1.20
day
0.33
day
0.77
day
1.10
cum cum
1.04 0.16
cum
1.20
day
0.45
day
1.05
day
1.10
678
BLD-CSTN Index-code
S No 1 48
BLD-CSTN-4-12
Description
Unit
Quantity
2
3
4
Damp Proof, Course Damp Proof (or anti Proof) Course with Cuddapah / Shabad slabs 50 mm. thick in CM (1:3) (Unit - 10 sqm) A. MATERIALS: Cuddapah / Shabad slabs 50 mm. thick Cement Mortar 1:3 Seigniorage charges for Stone B. LABOUR:
sqm
10.50
cum
0.15
day
0.90
day
2.10
day
2.00
Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total
BLD-CSTN-5-2
49
50
Flush Pointing with CM (1:3) to Brick / CRS Masonry Unit = 10 sqm A. MATERIALS: Cement Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 2nd class Mazdoor (unskilled) Grand Total Flush Pointing with CM (1:3) to RR Masonry Unit = 10 sqm A. MATERIALS: Cement Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
BLD-CSTN-5-3
51
Mason 2nd class Mazdoor (unskilled) Grand Total Raised Pointing with CM (1:3) to RR Masonry Unit = 10 sqm A. MATERIALS: Cement Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: Mason 2nd class Mazdoor (unskilled) Grand Total
52
BLD-CSTN-5-4
Amount Rs. 6
POINTING
BLD-CSTN-5 BLD-CSTN-5-1
Rate Rs. 5
kg
14.40
cum
0.03
cum
0.03
day
0.50
day
0.74
kg
14.40
cum
0.03
cum
0.03
day
0.50
day
0.74
kg
28.80
cum
0.06
cum
0.06
day
0.50
day
0.74
cum
0.038
day day
1.460 2.260
Raised and cut pointing on coursed or Ashlar stone masonry or concrete block walling in white cement mortar 1 : 3 (1 white cement : 3 marble dust).
Details of cost for 10 sq.m Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Add for contractor's profit and overheads @ 10% Cost for 10 sq.m. Cost per sq.m
Note : When Mortar mix is changed as CM 1:4 proportionate quantity of cement has to be substituted. No change in other data.
679
Remarks 7
BLD-CSTN Index-code
S No 1
BLD-CSTN-6 BLD-CSTN-6-1
Description
Unit
Quantity
2
3
4
cum
0.15
cum
0.15
day
0.60
day
0.96
cum
0.15
cum
0.15
day
0.60
day
0.96
BLD-CSTN-6-3
cum
0.150
cum
0.150
day
0.60
day
0.96
BLD-CSTN-6-4
cum
0.15
cum
0.15
day
0.60
day
0.96
BLD-CSTN-6-5
cum
0.15
cum
0.15
day
0.60
day
0.96
Amount Rs. 6
PLASTERING 53
Plastering with CM (1:3), 12 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortar (1:3) Seigniorage charges for F.A B. LABOUR:
BLD-CSTN-6-2
Rate Rs. 5
54
55
56
57
Mason 1st class Mazdoor (unskilled) Grand Total Plastering with CM (1:4), 12 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortar (1:4) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plastering with CM (1:5), 12 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortor (1:5) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plastering with CM (1:6), 12 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortor (1:6) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total Plastering with CM (1:8), 12 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortor (1:5) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total
680
Remarks 7
BLD-CSTN Index-code
S No
BLD-CSTN-6-6
1 58
Description
Unit
Quantity
2
3
4
cum
0.19
cum
0.19
day
0.60
day
0.96
BLD-CSTN-6-8
59
cum
0.210
cum
0.21
day
0.94
day
1.60
60
cum
0.210
cum
0.21
61
BLD-CSTN-6-9
Mason 2nd class Mazdoor (unskilled) Grand Total Plastering with CM (1:4), 20 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortar (1:4) Seigniorage charges for F.A B. LABOUR: Mason 2nd class Mazdoor (unskilled) Grand Total Plastering with CM (1:3), 20 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortar (1:3) Seigniorage charges for F.A B. LABOUR:
day Mason 2nd class day Mazdoor (unskilled) Grand Total Note : When Mortar mix is changed proportionate quantity of cement has to be substituted Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing.
Unit = 10 sqm A. MATERIALS: Base Coat in CM(1:6), 16 mm thick Cement Fine aggregate (Sand) Top Coat in CM(1:4), 4 mm thick Cement Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR:
BLD-CSTN-6-10
Remarks 7
Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing. Unit = 10 sqm A. MATERIALS: Base Coat in CM(1:5), 8 mm thick Cement Fine aggregate (Sand) Top Coat in CM(1:3), 4 mm thick Cement Fine aggregate (Sand)
0.94 1.60
.
kg
43.00
cum
0.18
kg
14.50
cum
0.04
cum
0.22
day Mason 1st class nd day Mason 2 class day Mazdoor (unskilled) Grand Total Note : When Mortar mix is changed proportionate quantity of cement has to be substituted 62
Amount Rs. 6
Plastering with CM (1:4), 15 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortar (1:4) Seigniorage charges for F.A B. LABOUR:
BLD-CSTN-6-7
Rate Rs. 5
0.63 1.47 3.90
kg
31.70
cum
0.11
kg
19.20
cum
0.04
681
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3 cum
4 0.15
Seigniorage charges for F.A B. LABOUR:
63
BLD-CSTN-6-11
day Mason 1st class nd day Mason 2 class day Mazdoor (unskilled) Grand Total Note : When Mortar mix is changed proportionate quantity of cement has to be substituted RCM FACIA WORKS RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403 & 903)
Unit - 10 sqm A) MATERIALS Rabbit wire mesh (1.0 M panna for 0.6 M drop) Cement Mortar 1:3 for 25 mm thick Dry Cement for making Lumps 12 mm Plastering 2 coats in 1:4 & 1:2 cm both sides Excluding HYSD Steel/ Mild steel & Binding wire B) LABOUR CHARGES 1st Class Mason Miller Operator Mazdoor (unskilled) c) Machinery Machine Mixing Mortar with Miller - Hire charges BASIC COST per 10 sqm 64
BLD-CSTN-6-12
sqm
Rate Rs. 5
Amount Rs. 6
0.63 1.47 3.90
13.30
cum
0.25
kg
50.00
sqm
21.80
day
8.00
day
1.00
day
10.00 32.00
Hrs
2.00
cum
0.110
20 mm thick rough cast exterior cement plaster on walls upto height of 10 metres above ground level consisting of 10 mm thick backing coat of 1 : 3 cement mortar (1 cement : 3 sand) and 10 mm thick finishing coat of 1 : 3 cement mortar (1 cement : 3 coarse aggregate of size 6 mm to 10 mm) including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth.
Details of cost for 10 sq.m Materials :Cement mortar 1:3 (1 cement: 3 sand) Cement mortar 1:3(1 cement: 3 coarse aggregate of size 6 mm to 10 mm) Cement Coarse aggregate of size 6 mm -10 mm Mazdoo (unskilled) for mixing mortar with coarse aggreagate 6 - 10 mm Labour for backing coat and finishing coat Plaster work :— Mason, llnd class Mazdoo (unskilled) Extra labour for scooping : — Mason, llnd class Mazdoor (male) Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m
kg
52.800
cum
0.110
day
0.020
day day
1.710 3.270
day day
0.250 0.250
682
Remarks 7
BLD-CSTN Index-code
S No 1 65
BLD-CSTN-6-13
Description
Unit
Quantity
2
3
4
cum
0.224
cum
0.100
kg
9.280
day day
1.710 3.270
day day
0.500 1.000
kg
6.000
kg
6.000
Rate Rs. 5
Amount Rs. 6
Rough cast exterior cement plaster on walls upto a height of 10 metres above ground level with a mixture of sand and gravel or crushed stone graded from 6 mm to 10 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1 : 3 (1 cemen" : 3 sand) and finishing coat 10 mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth.
(a) Natural cement finish using ordinary cement. Details of cost for 10 sq.m. Materials :— Cement mortar 1:3 (1 cement: 3 sand) Sand and gravel or crushed stone graded from 6 mm to 10 mm nominal size Coarse aggregate of size 6 mm -10 mm Carriage Grounded hydrated lime Carriage Labour for backing coat and finishing coat Plaster work :— Mason, llnd class Mazdoo (unskilled) Add labour for dashing crushed stone Mason 1st class Mazdoo (unskilled) Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m (b) Dark coloured finish using ordinary cement and pigment Details of cost for 10 sq.m. Same rate as per (a) above item () Add cost of colour Add for water charges @ 1 % Add for contractor's profit and overheads Cost for 10 sq.m. Cost per sq.m (c) Light coloured finish using white cement and pigment Details of cost for 10 sq.m. Same rate as per (a) above item () Add cost of light colour Add for water charges on cost of colour @ 1 % Add for contractor's profit and overheads on cost of colour and water charges Cost for 10 sq.m. Cost per sq.m
683
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
1 66
2 Pebble dash exterior plaster on walls upto a height of 10 metres above ground level with a mixture of washed pebble or crushed stone graded from 6 mm to 12 mm nominal size dashed over and including fresh cement plaster in two coats, backing coat 10 mm cement plaster 1 : 3 (1 cement : 3 sand) and finishing coat 10 mm cement plaster 1 : 3 (1 cement : 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth
3
4
Details of cost for 10 sq.m Materials :— Cement mortar 1:3 Grounded hydrated lime Pebbles or crushed stone graded from 6 mm to 12 mm nominal size
cum kg
0.224 9.280
Crushed stone / Pebble of size 6 mm -12 mm
cum
0.100
day day
1.710 3.270
day day
0.500 0.610
cum
0.023
day day
0.300 0.350
cum
0.023
day day
0.300 0.350
cum
0.023
day day
0.380 0.430
BLD-CSTN-6-14
Labour for backing coat and finishing coat :Mason llnd class Mazdoor (unskilled) Labour for pebble dashing Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m Plain Cement Mortar Bands : 67
BLD-CSTN-6-15
20 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width (a) Flush Band :Details of cost for 10 metres long and 10 cm wide band Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 %
Rate Rs. 5
Amount Rs. 6
Cost for 10 metres long and 10 cm wide band Cost per cm width x metre long b) Sunk band :Details of cost for 10 metres long and 10 cm wide band Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 metres long and 10 cm wide band Cost per cm width x metre long C) Raised Band :Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 metres long and 10 cm wide band Cost per cm width x metre long
684
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-6-16
S No
Description
Unit
Quantity
1 68
2
3
4
cum
0.224
day day
2.200 2.700
cum
0.224
day day
2.500 3.000
cum
0.224
day day
3.000 3.500
cum
0.023
day day
0.870 0.920
20 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 sand) above 300 mm in width (A) Flush Band :Details of cost for 10 sq.m Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m (B) Sunk band :Details of cost for 10 sq.m Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m (C) Raised band Details of cost for 10 sq.m Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m Moulded Cement Mortar Bands 15 mm
BLD-CSTN-6-17
69
Rate Rs. 5
Amount Rs. 6
15 mm thick moulded cement mortar band in cement mortar 1 : 4 (1cement: 4 sand) Details of cost for 10 metres long and 10 cm wide band Materials :Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 % Cost for 10 metres long and 10 cm wide band Cost per cm width x metre long
70
BLD-CSTN-6-18
Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls. Ground Floor Unit = 1 cum A. MATERIALS: No of blocks required for one cum of Masonry Cost of Cement Mortar (1:6)
day
110.000
cum
0.100
B. LABOUR Mason 1st class
day
0.420
685
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3 day
4 0.920
day day
0.700 2.100
Polished Shabad Stone (White) (0.457 x 0.457m) SSR item No. (36)
sqm
11.00
Cement for CM (1:8) proportion for base coat
kg.
21.60
Cement for slurry Cement for jointing Sand for CM (1:8) proportion Seigniorage charges of sand B. LABOUR:
kg.
33.00
kg.
20.00
cum
0.12
cum
0.12
day
3.10
day
1.10
day
0.86
sqm
10.50
Cement for CM (1:8) proportion for base coat
kg.
21.60
Cement for CM 1:3 proportion for pointing Sand for CM (1:8) proportion Sand for CM (1:3) proportion Seigniorage charges of sand B. LABOUR:
kg.
9.60
cum
0.12
cum
0.02
cum
0.14
day
0.960
day
2.240
day
3.30
1
Mason 2nd class Man Mazdoor Woman Mazdoor Total
Rate Rs. 5
Amount Rs. 6
FLOORING
BLD-CSTN-7 71
BLD-CSTN-7-1
Flooring with 25mm thick polished shabad stones set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS:
72
BLD-CSTN-7-2
Mason 1st class Mason 2nd class Mazdoor (unskilled) Add water charges 1% Grand Total Flooring with 40 mm thick Rough Cuddapah/Shabad stones, set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Rough Cuddapah/Shabad stones (40 mm thick) (0.457 x 0.457 m)
Mason 1st class Mason 2nd class Mazdoor (unskilled) Add water charges 1% Grand Total
686
Remarks 7
BLD-CSTN Index-code
S No 1 73
BLD-CSTN-7-3
Description
Unit
Quantity
2
3
4
sqm
10.10
kg.
48.00
kg.
33.00
kg. cum
5.00 0.20
cum
0.20
day
1.00
day
2.10
day
3.00
day
5.00
sqm
10.05
Cement for CM (1:6) proportion for base coat
kg.
28.80
Cement for slurry Cement for jointing & pointing Pigment Sand for CM (1:6) proportion Seigniorage charges of sand B. MACHINERY Nill C. LABOUR
kg.
33.00
kg.
6.00
Mason 1st class Mason 2nd class Mazdoor (unskilled) Add water charges 1% Grand Total
BLD-CSTN-7-4
Amount Rs. 6
Flooring with polished marble slab 20 mm thick set over base coat of cement mortar (1:6) 20 mm thick (joints of stone must be flushed) over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.30 kgs per sqm. Jointed with neat cement to full depth mixed with pigment of matching shade, including cost of all materials like flooring slab, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing, rubbing and polishing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Marble slab of size 0.305 M x 0.305 M Cement for CM (1:6) proportion for base coat Cement for slurry for bedding White Cement for pointing Sand for CM (1:6) Seigniorage charges of sand B. Machinery Machine for rubbing of floor C. LABOUR:
74
Rate Rs. 5
Flooring with chequrred terrazzo tiles of 22 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, complete for finished item of work, but excluding the cost of conveyance of all materials.
Unit = 10 sqm A. MATERIALS: Chequerred terrazzo tiles of 22 mm thick (medium shade)
Mason 2nd class Man mazdoor Mazdoor (unskiled) Add water charges 1% Grand Total
kg. cum
0.12
cum
0.12
day
0.960
day
2.240
day
3.30
687
Remarks 7
BLD-CSTN Index-code
S No 1 75
BLD-CSTN-7-5
76
BLD-CSTN-7-6
Description
Unit
Quantity
2
3
4
Vitrified tiles of 1st quality of size Cement for CM (1:8) for base coat Cement for slurry Cement for Pointing with CM (1:3) Sand for CM (1:8) Sand for pointing Seigniorage charges of sand B. LABOUR
sqm
10.10
kg.
21.60
kg.
33.00
kg.
6.000
Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Ceramic tiles Cement for CM (1:8) for base coat Cement for slurry White cement Sand for CM (1:8) Seigniorage charges of sand B. LABOUR
Rate Rs. 5
Amount Rs. 6
Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS:
Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total
cum
0.12
cum
0.020
cum
0.140
day
0.96
day
2.24
day
3.30 1.00%
sqm
10.10
kg.
21.60
kg.
33.00
kg.
2.00
cum
0.12
cum
0.12
day
0.96
day
2.24
day
3.30 1.00%
688
Remarks 7
BLD-CSTN Index-code
S No 1 77
BLD-CSTN-7-7
Description
Unit
Quantity
2
3
4
sqm
10.10
kg.
36.00
kg.
33.00
kg.
6.00
Flooring with high polished granite 16 to 18 mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including seigniorage charges, labour charges for dressing of tilesetc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: High polished granite 16 to 18 mm thick slab other than black Cement for CM (1:8) for base coat Cement for slurry White cement for jointing & pointing Cement for jointing Sand for CM (1:8) Seigniorage charges of sand B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total
78
BLD-CSTN-7-8
Rate Rs. 5
Amount Rs. 6
kg. cum
0.20
cum
0.20
day
3.00
day
1.00
day
8.00 1.00%
Flooring with marble tiles polished 8 mm thick set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials
Unit = 10 sqm A. MATERIALS: Marble tiles polished 8 mm thick Cement for CM (1:8) for base coat Cement for slurry White cement for jointing & pointing Sand for CM (1:8) Seigniorage charges of sand B. LABOUR (including for polishing & rubbing) Mason 1st class Mazdoor (unskiled) Add water charges 1% Grand Total
sqm
10.10
kg.
36.00
kg.
33.00
kg.
5.00
cum
0.20
cum
0.20
day
4.00
day
8.00 1.00%
689
Remarks 7
BLD-CSTN Index-code
S No 1 79
BLD-CSTN-7-9
80
BLD-CSTN-7-10
Description
Unit
Quantity
2
3
4
sqm
10.10
Flooring with granite stone tiles 8 mm thick (mirror polished of all shades) set over base coat of cement mortar (1:6), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Granite stone tiles 8 mm thick (mirror polished of all shades) Cement for CM (1:6) for base coat Sand for CM (1:6) Seigniorage charges of sand B. LABOUR Mason 1st class Mazdoor (unskiled) Add water charges 1% Grand Total Flooring with decorated white back ground glazed tiles, set over base coat of cement mortar (1:6), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials
kg.
48.00
cum
0.20
cum
0.20
day
4.00
day
Rate Rs. 5
Amount Rs. 6
8.00 1.00%
Unit = 10 sqm A. MATERIALS: Decorated white back ground glazed tiles
Cement for CM (1:6) for base coat Cement for slurry White cement for jointing & pointing Sand for CM (1:6) Seigniorage charges of sand B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total
sqm kg.
10.10 28.80
kg.
33.00
kg.
6.00
cum
0.12
cum
0.12
day
0.96
day
2.24
day
3.30 1.00%
690
Remarks 7
BLD-CSTN Index-code
S No 1 81
BLD-CSTN-7-11
Description
Unit
Quantity
2
3
4
1000 Nos kg.
0.255 21.600
kg.
6.000
10sqm
1.000
Flooring with pressed clay flooring tiles, set over base coat of cement mortar (1:8) 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with cement mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: 20 X 20 cm pressed clay flooring tiles Cement for CM (1:8) for base coat Cement for jointing & pointing Pointing with CM (1:3) Deduct CM (1:3)
82
BLD-CSTN-7-12
cum
0.040
Sand for CM (1:8) Seigniorage charges of sand B. LABOUR
cum
0.120
cum
0.120
Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total Flooring with Plain Cement tiles, set over base coat of cement mortar (1:8) 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm
day
0.960
day
2.240
A. MATERIALS: Plain cement Tiles 20 x 20 cms
day
Amount Rs. 6
4.30 1.00%
1000 Nos
0.255
kg.
21.600
kg.
6.000
10sqm
1.000
cum
0.040
Sand for CM (1:8) Seigniorage charges of sand B. LABOUR
cum
0.120
cum
0.120
Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total
day
0.960
day
2.240
Cement for CM (1:8) for base coat Cement for jointing & pointing Pointing with CM (1:3) Deduct CM (1:3)
Rate Rs. 5
day
3.30 1.00%
691
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
1
Rate Rs. 5
Amount Rs. 6
Note : When Mortar mix is changed proportionate quantity of cement has to be substituted for all above Flooring Items. The same data holds good for stones with all colours. Adopt same data for polished Kadapa Stones and Bethamcherla stones. 83
BLD-CSTN-7-13
Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: 6mm to 12 mm H.G. Metal (Machine crushed) Cement Sand Seigniorage charges of sand B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total
84
BLD-CSTN-7-14
85
86
BLD-CSTN-7-16
0.17
kg
120.00
cum
0.085
cum
0.085
day
1.25
day
0.06
day
3.00 1.00%
Flooring with 100mm thick Cement Concrete 1:6:10, using 40mm metal, 100mm thick and 20 mm Cement Concrete surface (Ellis Pattern, 1st Sort)
Unit = 10 sqm A. MATERIALS: Cement Concrete 1:6:10 using concrete mixer Stone Chippings 3.34 mm - 10 mm Cement B. LABOUR
BLD-CSTN-7-15
cum
cum
1.000
cum
0.250
kg
120.000
day Mason 1st class nd day Mason 2 class day Mazdoor (unskiled) Add water charges 1% Grand Total Flooring with Cement Concrete 1:6:10, using 40mm metal, 100mm thick and plastered over with 12 mm thick in CM(1:3) Unit = 10 sqm A. MATERIALS: cum Cement Concrete 1:6:10 using concrete mixer 10 sqm Plastering with CM (1:3), 12 mm thick Grand Total Flooring with Cement Concrete 1:6:10, using 40mm metal, 100mm thick and plastered over with 12 mm thick in CM(1:3) using Red oxid, with polished surface Unit = 10 sqm A. MATERIALS: cum Cement Concrete 1:6:10 using concrete mixer 10 sqm Plastering with CM (1:3), 12 mm thick kg Red oxid
0.150 0.350 5.40 1.00%
1.00 1.00
1.00 1.00 10.00
692
Remarks 7
BLD-CSTN Index-code
S No 1
87
BLD-CSTN-7-17
Description
Unit
Quantity
2
3
4
Nos
1.10
kg
17.000
B. LABOUR Masons for polishing Grand Total 6 mm thick terrazzo flooring in situ with white, black, chocolate, gray, yellow or green superior marble chips, over 20 mm thick base coat of CM (1:3) laid over CC bed already laid or RCC roof slab, including cost of all materials like cement marble powder, marble chips, sand & water etc., complete including polishing to get high smooth finishing, seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: Marble Powder Marble Chips Cement for top layer Cement for base coat in CM (1:3) Sand for base coat Seigniorage charges of sand B. MACHINERY Polishing Charges C. LABOUR
88
BLD-CSTN-7-18
Mason 1st class Mason 2nd class Mazdoor (unskiled) Grand Total Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: Ceramic tiles 7.30 mm thick Sand for cm 1:3 base coat Cement for cm 1:3 base coat Cement for slurry White cement for jointing & pointing Seigniorage charges of sand B. LABOUR Mason 1st class Mazdoor (unskiled) Grand Total
cum
0.060
kg.
50.000
kg.
96.000
cum
0.200
cum
0.200
sqm
10.000
day
0.960
day
2.240
day
3.30
sqm
10.00
cum
0.12
kgs
57.60
kgs
33.00
kgs
6.00
cum
0.12
day
0.77
day
0.80
Rate Rs. 5
Amount Rs. 6
693
Remarks 7
BLD-CSTN Index-code
S No 1 89
BLD-CSTN-7-19
Description
Unit
Quantity
2
3
4
sqm
10.10
BLD-CSTN-7-20
Amount Rs. 6
Providing skirting to internal walls to 15 cm height/risers of steps with marble slab……..mm thickness, length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like marble slab, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: Marble slab………mm thickness Sand for base coat Cement for base coat Cement for slurry White cement for jointing & pointing Flate nosing charges Machine cutting charges Seigniorage charges of sand B. LABOUR Mason Ist class Man mazdoor (Beldar) Man mazdoor (Beldar) for polishing & rubbing Woman mazdoor Grand Total
90
Rate Rs. 5
cum
0.12
kg
57.60
kg
33.00
kg
5.00
RM
66.67
RM
67.67
cum
0.12
day
2.10
day
4.90
day
4.00
day
4.00
sqm cum kgs kgs kgs cum
10.10 0.12 34.56 33.00 2.00 0.12
day day day
0.96 2.24 3.30 1.00%
Providing skirting to internal walls to 15 cm height/risers of steps with vitrified tiles length equal to flooring stones, set over base coat of CM (1:5) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: Vitrified tiles polished 1st quality Sand for cm 1:5 base coat Cement for cm 1:5 base coat Cement for slurry White cement for jointing & pointing Seigniorage charges of sand B. LABOUR Mason Ist class nd
Mason 2 class Mazdoor (unskilled) Add water charges 1% Grand Total
694
Remarks 7
BLD-CSTN Index-code
S No 1 91
BLD-CSTN-7-21
Description
Unit
Quantity
2
3
4
sqm
10.10
cum kgs kgs kgs cum
0.12 57.60 33.00 5.00 0.12
day day
2.10 0.80 4.90 1.00%
sqm
10.10
cum kgs kgs cum
0.12 57.60 33.00 0.12
day day day
0.96 2.24 3.10 1.00%
Rate Rs. 5
Amount Rs. 6
Providing skirting to internal walls to 15 cm height/risers of steps with 8 mm thick mirror polished granite tiles length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of
conveyance of all materials Unit = 10 sqm A. MATERIALS: 8 mm thick mirror polished granite tiles Sand for cm 1:3 base coat Cement for cm 1:3 base coat Cement for slurry White cement for jointing & pointing Seigniorage charges of sand B. LABOUR Mason Ist class Mazdoor (unskiled)
92
BLD-CSTN-7-22
Mason 2nd class Add water charges 1% Grand Total Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Cuddapah stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Cuddapah stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all
materials Unit = 10 sqm A. MATERIALS: 25 mm thick polished Cuddapah stone Sand for cm 1:3 base coat Cement for cm 1:3 base coat Cement for slurry Seigniorage charges of sand B. LABOUR Mason Ist class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total
695
Remarks 7
BLD-CSTN Index-code
S No 1 93
BLD-CSTN-7-23
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Shahabad stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all
materials Unit = 10 sqm A. MATERIALS: sqm 25 mm thick polished Shahabad stone (White) cum Sand for cm 1:3 base coat kgs Cement for cm 1:3 base coat kgs Cement for slurry cum Seigniorage charges of sand B. LABOUR day Mason Ist class Mason 2nd class day Mazdoor (unskiled) Add water charges 1% Grand Total Note : When Mortar mix is changed proportionate quantity of cement has to be substituted for all Skirting Items. 94
BLD-CSTN-7-24
Teak Wood Flooring 40mm. Thick Tongued and Grooved Planks, including cost of all materials, labour etc., complete Unit = 10 sqm A. MATERIALS: cum Teak Wood Planks 40mm thick 100 Nos 75 mm Long Screws B. LABOUR day Carpenters 1st Class day Carpenters 2nd Class day Man mazdoor Note : Deduct 4.3 Nos Carpenters if plank rate is for tongued and grooved ready planned. Grand Total
10.10 0.12 57.60 33.00 0.12 0.96 2.24 3.10 1.00%
0.44 3.00
1.95 4.55 5.40
696
Remarks 7
BLD-CSTN Index-code
S No 1 95
BLD-CSTN-7-25
Unit
Quantity
2
3
4
cum
1.53
day
1.10
day
0.50
kgs
103.09
nos
47.91
Flooring with Gravel 150 mm thick including cost of all materials, labour, watering etc., complete Unit = 10 sqm A. MATERIALS: Gravel (including 2% wastage) B. LABOUR Man mazdoor Woman mazdoor Grand Total
Rate Rs. 5
Amount Rs. 6
ROOFING & CEILING
BLD-CSTN-8 96
BLD-CSTN-8-1
Description
Roofing with corrugated G.I sheets 0.80mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (up to a pitch of 600 ) and seigniorage charges, etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials Unit = 184.518 sqm A. MATERIALS: G.I corrugated 0.80 mm thick sheets G.I scam bolts & nuts 2 x 27 (laps) x 17 = 884 G.I bolts & nuts 20 x 6
nos
G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos. with washers or srews, if wooden battens used. Limpet washers (for scam & ‘J’ bolts) 884 + 810 = 1694 Bitumen washers Zinc cromate yellow paint Ready mixed paint B. LABOUR For roofing Carpenter II class Man mazdoor (beldar) For premier painting one coat Painter Mazdoor (coolie) For two coats of painting to over laps Painter Mazdor (coolie)
nos
43.90
nos
91.82
nos
91.82
litre
0.14
litre
0.20
day
0.84
day
0.91
day
0.06
day
0.06
day
0.14
day
0.14
Sundries including 50 x 6 mm iron wind ties white lead etc.
LS
Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.
LS
Grand Total Rate per 10 sqm = Grand Total/10
697
Remarks 7
BLD-CSTN Index-code
S No 1 97
BLD-CSTN-8-2
98
BLD-CSTN-8-3
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Roofing with corrugated G.I sheets 1.00mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 600 ) and seigniorage charges, turnover tax etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials Unit = 184.518 sqm A. MATERIALS: G.I corrugated 1.00 mm thick sheets G.I scam bolts & nuts 2 x 27 (laps) x 17 = 884 G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos. Limpet washers (for scam & ‘J’ bolts) 884 + 810 = 1694 Bitumen washers Zinc cromate yellow paint Ready mixed paint B. LABOUR For roofing Carpenter II class Man mazdoor (beldar) For premier painting one coat Painter Mazdoor (coolie) For two coats of painting to over laps Painter Mazdor (coolie) Grand Total Rate per 10 sqm = Grand Total/10 Roofing with corrugated G.I sheets 1.25mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 600 ) and seigniorage charges, turnover tax etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials Unit = 184.518 sqm A. MATERIALS: G.I corrugated 1.25 mm thick sheets G.I scam bolts & nuts 2 x 27 (laps) x 17 = 884 G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos. Limpet washers (for scam & ‘J’ bolts) 884 + 810 = 1694 Bitumen washers Zinc cromate yellow paint Ready mixed paint B. LABOUR For roofing Carpenter II class Man mazdoor (beldar) For premier painting one coat Painter Mazdoor (coolie)
kgs
126.07
nos
47.91
nos
43.90
nos
91.82
nos
91.82
litre
0.14
litre
0.20
day
0.84
day
0.91
day
0.06
day
0.06
day
0.14
day
0.14
kgs
154.80
nos
47.91
nos
43.90
nos
91.82
nos
91.82
litre
0.14
litre
0.20
day
0.84
day
0.91
day
0.06
day
0.06
698
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-4
BLD-CSTN-8-5
S No
Description
Unit
Quantity
1
2
3
4
For two coats of painting to over laps day Painter day Mazdor (coolie) Grand Total Rate per 10 sqm = Grand Total/10 99 Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I ‘J’ bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials – upto 600 pitch. Unit = 216.14 sqm A. MATERIALS: T /sqm 6 mm thick corrugated AC sheets nos 8 mm dia G.I ‘J’ bolts & nuts nos G.I washers nos Bitumen washers B. LABOUR day Carpenter II class day Man mazdoor LS Sundries including 50 x 6 mm iron wind ties white lead etc. LS Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing. Grand Total Rate per 10 sqm = Grand Total/10 100 Best Tiled Roofing with Pan tiles over Flat Tiles 196 and Lime mortar Borders including Teak Reapers.
Amount Rs. 6
0.14 0.14
0.15 22.03 22.03 22.03 0.43 0.54
Unit = 10 sqm A. MATERIALS: Pan Tiles 230 x (140 + 130)/2, 12 mm thick
1000 No
1560
Flat Tiles 150 x 150 x 15 mm
1000 No
470
10RM Teak Reepers 50 x 12 mm kgs Wire Nails 40 mm long cum Lime cum Lime Mortar B. LABOUR day Carpenter day Bricklayers day Man mazdoor day Woman mazdoor LS Sundries including tarring reepers, extra labour / for pointing the underside of flat tiles and white washing the same. Grand Total Sub Analysis : Lime Moratar 1:2 cum lime cum Sand cum Grinding Lime Mortar Total
Rate Rs. 5
75.000 0.500 0.008 0.300 0.800 2.200 1.100 5.400 LS
0.500 1.000 1.000
699
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-6
S No
Description
Unit
Quantity
3
4
1000 No
1560
10RM kgs cum
107.000 0.700 0.120
day day day day
1.100 1.400 1.100 3.200
Mats, including Lime mortar Borders Unit = 10 sqm A. MATERIALS: Pan Tiles 230 x (140 + 130)/2, 12 mm thick
1000 No
1560
Bamboo rafters (450 mm apart) 75 to 100 mm dia
RM
25
Bamboo reepers, Split 25 mm dia
100 No
150
Bamboo mats
10 sqm
10.500
cum
0.120
day day day day
1.100 1.400 1.100 3.200
Mangalore tiles (vide Stadard Specification)
1000 No
160
Flat Tiles 150 x 150 x 15 mm
1000 No
470
1 2 101 Best Tiled Roofing with Pan tiles and Lime 197 mortar Borders including Teak Reapers at 100
mm. centres Unit = 10 sqm A. MATERIALS: Pan Tiles 230 x (140 + 130)/2, 12 mm thick Teak Reepers 50 x 12 mm Wire Nails 40 mm long Lime Moratar B. LABOUR Carpenter Bricklayers Man mazdoor Woman mazdoor Grand Total
BLD-CSTN-8-7
BLD-CSTN-8-8
Rate Rs. 5
Amount Rs. 6
102 Best Tiled Roofing with Pan tiles laid on 198 Bamboo Rafters, Bamboo Reepers and Bamboo
Lime Moratar for Borders B. LABOUR Carpenter Bricklayers Man mazdoor Woman mazdoor Sundries including nails Grand Total 103 Best Tiled Roofing with Mangalore tiles set in 199 Lime mortar over Flat Tiles and including Teak Reepers Unit = 10 sqm A. MATERIALS:
10RM Teak Reepers 50 x 12 mm kgs Wire Nails 40 mm long cum Lime cum Lime Moratar B. LABOUR day Carpenter day Bricklayers day Man mazdoor day Woman mazdoor LS Sundries including tarring reepers iron wind ties 30 x 3 mm, G.I. Screw, washers etc., and extra labour for pointing the underside of flat tiles and white washing the same.
75.000 0.500 0.008 0.380 0.800 1.600 1.100 4.300 LS
Grand Total
700
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-9
S No
Description
1 2 104 Best Tiled Roofing with 200 including Teak Reepers
Mangalore
Quantity
3
4
1000 No
160
10RM Teak Reepers 50 x 12 mm kgs Wire Nails 50 mm long cum Lime Moratar B. LABOUR day Carpenter day Bricklayers day Man mazdoor day Woman mazdoor Grand Total 105 Best Tiled Roofing with Mangalore tiles over 201 Ceiling Tiles with Air Spaces and including Teak Reepers Unit = 10 sqm A. MATERIALS:
36.000 0.500 0.090
with 10 sqm
10.000
Rate for "Best Mangalore tiled roofing Mangalore tiles including teak reeper". Add Terracing tiles
Rate Rs. 5
Amount Rs. 6
tiles
Unit = 10 sqm A. MATERIALS: Mangalore tiles (vide Stadard Specification)
BLD-CSTN-8-10
Unit
B. LABOUR Bricklayers Woman mazdoor Grand Total
0.500 0.500 1.100 2.200
100 No
156
day day
0.500 1.100
cum cum cum LS
0.670 1.000 1.000
cum cum cum
0.180 0.080 0.023
day day LS
3.200 6.500 LS
Common note Applicabable for Items 196 to 201 :1. The quantity proposed for Pan Tiles / Mangalore Tiles includes allowance for cost of special tiles for ridges and hips. 2. Reepers size is for rafter spacing 600 mm. including allowance for eves and valleys. 3. Labour including fixing galvanized iron sheeting-cost of sheeting to be paid separately.
Sub Analysis : Lime Mortar (1: 1.5) :
Unit = 1 cum
BLD-CSTN-8-11
Lime Fine Sand Grinding Mortar (Spl Grinding) Sundries Total 106 Plastering with Lime Mortar 3 Coats, 25 mm thick (Sebara Rendering) Unit = 10 sqm Lime Mortar (1:2) Lime Mortar (1:1.5) Lime LABOUR Bricklayers Mazdoor (unskilled) Sundries Total
701
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-12
S No
Description
1 2 107 Terrace Roofing with Brick on edge 75 mm. 204 Concrete 2 Courses of Flat Tiles at Top and
Unit
Quantity
3
4
pointing Flat Tiles in Cement Mortar (1:3) and one coat of Cement Plaster (1:3) Unit = 10 sqm A. MATERIALS: 1000 No Terracing Bricks 150 x 75 x 25mm
2000
100 No
900
Flat Tiles 150 x 150 x 15 mm
cum Broken brick 20 mm cube cum Lime cum Lime Moratar Pointing with cement mortar 1:3 (for rate - vide 10 sqm relevant schedule item) cum Cement Mortar 1:3
B. LABOUR Bricklayers Mazdoor (unskilled) Grand Total
day day
Rate Rs. 5
Amount Rs. 6
0.980 0.380 0.210 1.000 0.240 4.300 6.500
Note : The quantity proposed for broken brick allows for the brick powder formed, replacing sand for concrete layers.
BLD-CSTN-8-13
108 Reinforced cement Concrete Roofing 125 mm 205 thick with CC (M 20) using 20 mm graded metal
and 2 courses of Flat Tiles at Top including pointing with Cement Mortar (1:3) Unit = 10 sqm A. MATERIALS: Reinforced Concrete Roofing slab 125 mm thick (for rate - 10 sqm vide relevant schedule item) 100 No Flat Tiles 150 x 150 x 20 mm
10.000
cum Cement Mortar 1:3 Pointing with cement mortar 1:3 (for rate - vide 10 sqm relevant schedule item) B. LABOUR day Bricklayers day Woman mazdoor LS Sundries including crude oil Grand Total Sub Analysis : RCC (M 20) using 20 mm HG graded metal using Concrete mixturefor Roofing 125 mm thick
0.260 1.000
CC (M 20) (Item No. Centering Charges
BLD-CSTN-8-14
900
2.200 2.200
cum
1.250
10 sqm
1.000
Form Work Total 109 Reinforced cement Concrete Roofing 140 mm 206 thick with CC (M 20) using 20 mm graded metal and 2 courses of Flat Tiles at Top including Pointing with Cement Mortar (1:3) Unit = 10 sqm A. MATERIALS: Rate of "Reinforced cement Concrete Roofing 125 mm 10 sqm thick and 2 courses of Flat Tiles at Top including pointing with Cement Mortar (1:3)"
Add : For extra thickness of roofing slab Grand Total
cum
1.000
0.150
702
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-15
S No
Description
1 2 110 Reinforced cement Concrete Roofing 150 mm 207 thick with CC (M 20) using 20 mm graded metal
Unit
Quantity
3
4
Add : For extra thickness of roofing slab Grand Total
BLD-CSTN-8-17
Amount Rs. 6
and 2 courses of Flat Tiles at Top including Pointing with Cement Mortar (1:3) Rate of "Reinforced cement Concrete Roofing 125 mm 10 sqm thick and 2 courses of Flat Tiles at Top including pointing with Cement Mortar (1:3)"
BLD-CSTN-8-16
Rate Rs. 5
cum
1.000
0.250
111 Reinforced cement Concrete Roofing 100 mm 207 thick with CC (M 20) using 20 mm graded metal
and 2 courses of Flat Tiles at Top including Pointing with Cement Mortar (1:3) Rate of "Reinforced cement Concrete Roofing 125 10 sqm mm thick and 2 courses of Flat Tiles at Top including pointing with Cement Mortar (1:3)" Deduct : cum For Less thickness of roofing slab Grand Total 112 Reinforced cement Concrete Roofing 100 mm 207 thick with CC (M 20) using 20 mm graded metal with Imprevious Coat with 12 mm thick Plastering in CM (1:3) with 1 kg. of Impermo Compound or ACCO Proof per Bag of Cement and laid when slab is Green. Unit = 10 sqm Reinforced Concrete Roofing slab 100 mm thick (for 10 sqm rate - vide relevant schedule item) 10 sqm Centering Charges Plastering with CM (1:3), 12 mm thick Impermo Compound Grand Total Note for Items 204 - 207 : 1. No extra rate will be paid for finishing the bottom surface of the roofing slab as described in SS No.
1.000
0.250
1.000 1.000
10 sqm
1.000
kgs
1.500
"For estimating purpose the extra allowance for camber concrete, when such is required may be given under sundries."
703
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-18
S No
Description
1 2 113 Complete Surface Repairs to Leaky Terrace 208 Roofs with Flat Tiles
Unit = 10 sqm A. MATERIALS: Flat Tiles 150 x 150 x 15 mm
Unit
Quantity
3
4
1000 No
450
cum Cement Mortar 1:3 Pointing with cement mortar 1:3 (for rate - vide 10 sqm relevant schedule item)
BLD-CSTN-8-19
B. LABOUR day Bricklayers day Man Mazdoor Clean removal of lime plaster from terraced roofs 10 sqm and raking out joints 12 mm deep (for rate - vide relevant schedule item) Sub Analysis : Day Mazdoor (unskilled) Day Mate LS Sundries including crude oil Grand Total 114 Best Sloping Bengal Terrace with 3 courses of 209 Flat Tiles at Top including Teak Wood Reepers
Rate Rs. 5
Amount Rs. 6
0.110 1.000
1.100 1.100 1.000
Unit = 10 sqm A. MATERIALS: 1000 No
1350
cum cum 10 RM
0.008 0.150 75.000
kgs Wire Nails 40 mm long Plastering with lime mortar 3 coats (for rate - vide 10 sqm relevant schedule item)
0.500 1.000
Flat Tiles 150 x 150 x 15 mm Lime Lime Moratar (1:1.5) Teak Reepers 52 x 12 mm
B. LABOUR Carpenter Bricklayers Woman mazdoor Sundries including tarring reepers Grand Total
day day day LS
0.800 2.200 2.200
Note : 1. Reepers size is for rafter spacing 600 mm. including allowance for eves and valleys. 2. No extra rate will bepaid for finishing the bottom surface of the roofing slab as described in SS No.
704
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-8-20
S No
1 2 115 Removing Old Tiles and Retiling with New Pan 212 Tiles over Old Teak Reepers including New
Unit
Quantity
3
4
White Washed Lime Mortar Borders 230 x 50 mm. at 2 Metres Intervals Unit = 10 sqm A. MATERIALS: 1000 No Pan Tiles 230 x (140 + 130)/2, 12 mm thick
BLD-CSTN-8-21 116 213
117
BLD-CSTN-8-22 214
BLD-CSTN-8-23
Description
cum Lime Moratar B. LABOUR day Bricklayers day Man Mazdoor day Woman mazdoor LS Sundries Grand Total Shifting Pan Tiles (Labour Only) Unit = 10 sqm day Bricklayers day Man Mazdoor Grand Total Shifting Pan Tilesand forming new White Washed Lime Mortar Boarders, 230 x 50 mm at 2 Metres Intervals Unit = 10 sqm 10 sqm Rate of "Shifting Pan Tiles"
LS Add : Lime Mortar Borders and White Washing Grand Total 118 12 mm. Teak Wood Plank Ceiling Tongued and 222 Grooved Planking Unit = 10 sqm A. MATERIALS: cum Teak Wood Planks 150 x 12 mm 100 No Screws 40mm long
B. LABOUR Carpenter Man Mazdoor Sundries Grand Total Note : Deduct 4.3 Nos Carpenters if plank rate is for tongued and grooved ready planned.
day day LS
Rate Rs. 5
Amount Rs. 6
1560 0.120 1.400 1.100 4.300
1.100 0.800
1.000
0.132 300
6.500 5.400
119 12 mm. Teak Wood Plank Ceiling with 40 x 12
BLD-CSTN-8-24 223 mm Teak Wood Battens
Unit = 10 sqm Rate for "12 mm. Teak Wood Plank Ceiling 10 sqm Tongued and Grooved Planking" 10 RM Teak Wood Battens 40 x 12 mm Brass screws 25 mm long Deduct : Carpenter Sundries Grand Total
10.000 66.000
100 No
240
day LS
1.100
705
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 120 Providing impervious coat to exposed RCC roof
BLD-CSTN-8-25
BLD-CSTN-8-26
BLD-CSTN-8-27
BLD-CSTN-8-28
slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work Unit = 10 sqm A. MATERIALS: Cement Mortal 1:3 Water proof compound B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled) Grand Total 121 Providing & fixing insulating board ceiling of approved quality with nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: 12 mm thick insulating board B. LABOUR Carpenter Ist class Man mazdoor Grand Total 122 Providing & fixing hard board sheet ceiling of approved quality with nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: 3 mm thick standard quality of hard board B. LABOUR Carpenter Ist class Man mazdoor Grand Total 123 Providing & fixing flat pressed 3 layer medium density particle board sheet with necessary nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: Standard quality of flat pressed 3 layer medium density board sheet 4.50 mm thick
B. LABOUR Carpenter Ist class Man mazdoor Grand Total
Unit
Quantity
3
4
cum
0.210
kg
2.000
day
0.660
day
1.540
day
3.70
sqm
11.00
day
2.50
day
2.00
sqm
11.00
day
2.50
day
2.00
sqm
11.00
day
2.50
day
2.00
Rate Rs. 5
Amount Rs. 6
706
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 124 Providing & fixing plain AC sheet ceiling of
BLD-CSTN-8-29
approved quality with necessary nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials Unit = 10 sqm A. MATERIALS: Plain AC sheet for ceiling B. LABOUR Carpenter Ist class Man mazdoor Grand Total
Unit
Quantity
3
4
sqm
11.00
day
2.50
day
2.00
cum
0.05
Rate Rs. 5
Amount Rs. 6
125 Providing 10 mm thick plaster of paris (Gypsum
BLD-CSTN-8-30
anhydrous) ceiling upto a height of 5 m above floor level over first class BT wood strips 25 x 6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame excluding cost of wooden frame for base & cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Wooden strips 1st class BT wood 25 x 6 mm size Nails Rabbit wire mesh Plaster of paris B. LABOUR for Jointing the wooden strips including fixing the rabbit mesh Carpenter Ist class Man mazdoor (beldar) For doing plaster of paris over wooden strips Mason Ist class Mason IInd class Mazdoor (unskilled) Grand Total Gypboard Suspended false ceiling
BLD-CSTN-8-31
kg
0.75
sqm
10.20
kg
219.76
day
2.60
day
1.60
day
2.62
day
1.62
day
377.00
sqm
1.03
126 Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1 as per India Gypsum) using 12.5 mm thick Gyp Board conforming to IS 2095 1982 fixing to Gyp steel GI perimeter channels of size 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x 15mm x 0.9 mm) from soffit at 1220 mm c/c with ceiling angle (25 mm x 10 mm x 0.55 mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm x 26 mm x 10.5 mm x 0.55 mm) fixed in direction perpendicular to the intermediate channel at 457 mm c/c and fixing the 12.5 mm tapered edge Gypboard with 25 mm drywall screws at 230 mm c/c & jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound, two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.
UNIT -1 sqm A) Material requirement as per India Gypsum 12.5 mm Gypboard 1219 mm x 1829 mm size Boards
707
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
RM Nos
0.64 1.84
RM
2.30
RM
0.84
RM Nos Nos Nos Kgs RM Lits
0.40 0.64 0.64 18.00 0.55 1.46 0.15
day day day day day day day
0.40 0.40 0.08 0.08 0.04 0.08 0.24
Hrs Hrs
0.32 0.64 1%
sqm
1.00
RM
0.40
RM
1.60
RM
1.60
RM Nos Nos Nos
1.28 1.28 1.28 5.36
Ceiling Angle 25 mm x 10 mm x 0.55 mm Connecting Clips Ceiling Section 51.5 mm x 26 mm x 10.5 mm x 0.55 mm thick Intermediate Channel 45 mmx 15 mm x 15 mm x 0.9 mm Perimeter Channel 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick Rawl Plug Soffit Cleats Drywall Screws - 25 mm Jointing Compound Jointing Paper Tape Drywall Top Coat B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter 1st Class Painter 2nd Class Painter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Scaffolding charges BASIC COST per 1 sqm Gyp Board Fine Line Grid false ceiling
BLD-CSTN-8-32
Rate Rs. 5
Amount Rs. 6
127 Supplying and fixing Gyp Board Fine Line Grid false ceiling (GS-FLC-4.6 as per India Gypsum) in size 600 mm x 600 mm using 12.5 mm thick/ 9.5 mm thick Gyp Board sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm conforming to IS 2095 - 1982 fixing to Gyp steel precoated GI wall angle of size 25 mm x 25 mm x of 0.70 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using precoated GI Tee section (24 mm x 38 mm x 0.7 mm) from soffit at 1220 mm c/c fixed with GI Soffit Cleat, rawl plugs and steel expansion fasteners & connecting clip to the GI T section with 4 mm dia GI Rod with galvanised spring steel level clip of PVC unversal holding clips system at 1200 mm c/c and fixing the 12.5 mm / 9.5 mm Gypboard Sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm and finishing two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.
UNIT -1 sqm A) Material requirement as per India Gypsum 12.5 mm / 9.5 mm - Gypboard Tiles Either - 595 mm x 595 mm Or - 595 mm x 1195 mm GI Angle - Precoated 25 mm x 25 mm x 0.7 mm GI - Precoated - T Section - 3600 mm long 24 mm x 38 mm x 0.7 mm thick GI - Precoated - T Section - 600 mm long 24 mm x 38 mm x 0.7 mm thick GI Rod - 4 mm Dia Connecting Rod Rawl Plug Soffit Cleats Unversal Holding Clips
708
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3 Lits
4 0.15
day day day day day day day
0.40 0.40 0.08 0.08 0.04 0.04 0.24
Hrs Hrs
0.32 0.32 1%
sqm
1.00
RM
0.40
RM
1.60
RM
1.60
RM Nos
1.28 1.28
day day day day day day day
0.40 0.40 0.08 0.08 0.04 0.04 0.24
Hrs Hrs
0.32 0.32 1%
1
Drywall Top Coat B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter 1st Class Painter 2nd Class Painter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Scaffolding charges BASIC COST per 1 sqm Armstrong False ceiling
BLD-CSTN-8-33
Rate Rs. 5
Amount Rs. 6
128 Providing and fixing in true horizontal level 600 mm x 600 mm 15 mm thick Arm strong false ceiling system manufactured by M/s Arm strong world Industries using hot dipped Galvanised Steel section exposed surface with precoated capping, main Tee of size 24 x 32 mm at every 1200 mm c/c maximum and rotary stiched cross tee of size 24 x 27 mm at evry 600 mm c/c and sub-cross tee of size 24 mm x 25 mm at 1200 mm c/c and wall angle of size 19 x 19 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick pre-straightened GI Wire laying fine fissured butt edge ceiling tiles of 15 mm thick mineral fiber Board manufactured by M/s Arm Strong World Industries Ltd., having RH 99% and for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of work
UNIT 1 sqm A) Material requirement 15 mm - Armstrong Mineral Fiber sheet 600 x 600 Hotdipped GI Angle - Precoated - Grid 19 mm x 19 mm Polyster painted GI - T Section - 1200 mm (1) 24 x 32 mm and (2) 24 x 25 mm (sub-cross Tee) Polyster painted GI - T Section - 300 mm 24 mm x 27 mm GI Rod - prestraightened - 2.0 mm dia Connecting Rod 6 mm Nylon Rawl Plug B) LABOUR CHARGES PER UNIT 1 sqm 1st Class Carpenter 2nd Class Carpenter 1st Class Painter 2nd Class Painter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Scaffolding charges BASIC COST per 1 sqm
709
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
sqm
1.00
RM
0.40
RM
3.20
Nos Nos
1.28 1.28
day day day day day day day
0.36 0.36 0.00 0.00 0.02 0.04 0.20
Hrs Hrs
0.16 0.32 1%
cum
0.005 L.S
day day LS
0.11 0.22
Rate Rs. 5
Amount Rs. 6
Thermocole False ceiling
BLD-CSTN-8-34
129 Providing and fixing Thermocole False ceiling in true horizontal level 600 mm x 600 mm using 15 mm/ 19 mm thick Thermocole sheet anodised Aluminium Tee sections of size 24.50 mm x 24.0 mm x 2.4 mm in grid with cross tee of size 24 x 24.5 mm at every 600 mm c/c and anodised aluminium wall angle of size 24 x 24 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick GI Wire for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of work
UNIT 1 sqm A) Material requirement 15 mm/ 19 mm Thermocole sheet 600 x 600 Alumninium Angle 24 mm x 24 mm Anodised Aluminium T Section (1) 24 x 24.5 x 2.4 mm mm GI Rod - prestraightened - 2.0 mm dia Connecting Rod Rawl Plugs B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter 1st Class Painter 2nd Class Painter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Scaffolding charges BASIC COST per 1 sqm
BLD-CSTN-9
WHITE WASHING, COLOUR WASHING & DISTEMPERING 130 White washing one coat with lime of approved
BLD-CSTN-9-1
quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : Fine screened shell lime Gum, conjee water, or prickly pear juice including necessary fire wood B. LABOUR Brick Layers Mazdoor (unskilled) Sundries including brushes etc., Total cost for 10 sqm
710
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 131 White washing two coats with lime of approved
BLD-CSTN-9-2
BLD-CSTN-9-3
quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : Fine screened shell lime Gum, conjee water, or prickly pear juice including necessary fire wood B. LABOUR Brick Layers Mazdoor (unskilled) Sundries including brushes etc., Total cost for 10 sqm 132 White washing three coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : Fine screened shell lime Gum, conjee water, or prickly pear juice including necessary fire wood B. LABOUR White washer Brick Layers Man Mazdoor Women mazdoor Mazdoor (unskilled) Sundries including brushes, ladders etc., Total cost for 10 sqm
Unit
Quantity
3
4
cum
0.007 L.S
day day LS
0.160 0.32
cum
0.009 L.S
day day day day day LS
0.220 0.43
Rate Rs. 5
Amount Rs. 6
133 White
BLD-CSTN-9-4
washing one coat with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : cum / kg Whiting / White Cement
with White Cement Grade II
1.20
Gum, conjee water, or prickly pear juice including necessary fire wood B. LABOUR Brick Layers / Painter Mazdoor (unskilled) Sundries including brushes, ladders, etc., Total cost for 10 sqm
day day
0.11 0.22 0.50%
711
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
cum / kg
2.00
1 134 White
BLD-CSTN-9-5
L.S
Gum, conjee water, or prickly pear juice including necessary fire wood
BLD-CSTN-9-7
Amount Rs. 6
washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : Whiting / White Cement
BLD-CSTN-9-6
Rate Rs. 5
B. LABOUR day Brick Layers / Painter day Mazdoor (unskilled) Sundries including brushes, ladders, etc., Total cost for 10 sqm 135 White washing three coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : cum / kg Whiting / White Cement Gum, conjee water, or prickly pear juice including necessary fire wood B. LABOUR day Brick Layers / Painter day Mazdoor (unskilled) Total cost for 10 sqm 136 Colour Washing, One Coat 254 Unit: 10 sqm 10 sqm Rate for "White Washing" one coat
0.210 0.320 1.00%
2.800
0.300 0.430
1.000
Add: For Colours, etc., (50 percent of above rate) Total
BLD-CSTN-9-8
137 Colour Washing, Two Coats 255 Unit: 10 sqm
Rate for "White Washing" two coats
BLD-CSTN-9-9
Add: For Colours, etc., (50 percent of above rate) Total 138 Distempering, 2 Coats with Water Bound 256 Distemper Unit: 10 sqm A. MATERIALS : Distemper B. LABOUR Painter Mazdoor (unskilled) Sundries including brushes, ladders, etc., Total cost for 10 sqm
10 sqm
1.000
kg
1.340
day day
0.500 1.300 1.000%
712
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-9-10
S No
Description
1 2 139 Distempering, 2 Coats with Oil Bound Distemper 257
Unit: 10 sqm A. MATERIALS : Distemper B. LABOUR Painter Sundries including brushes, ladders, etc., Total cost for 10 sqm PAINTING & VARNISHING
BLD-CSTN-10
Unit
Quantity
3
4
kg
1.700
day
1.200 1.000%
Lts Nos Nos Lts Nos Nos
0.50 0.08 0.19 1.70 0.36 0.84
kg
1.00
day
0.700 0.500%
kg
2.000
day day
0.300 1.500 1.000%
kg
3.500
day day
0.500 1.500 1.000%
Rate Rs. 5
Amount Rs. 6
140 Painting to new walls with 2 coats of ready mixed oil
bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls
BLD-CSTN-10-1
PRIMARY COAT:
BLD-CSTN-10-2
Cost of Primer Painter I st class Pianter Iind class Cost of washable Oil Bound Distemper 1st class painter II class painter Total cost 141 Painting, Priming Coat on New 270 Surface
142
BLD-CSTN-10-3 284
143
BLD-CSTN-10-4 285
Plastered
Unit: 10 sqm A. MATERIALS : Cement Primer B. LABOUR Painter Sundries including brushes, soaps, putty etc., Total cost for 10 sqm Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours) Unit: 10 sqm A. MATERIALS : Cement Paint at 5 sqm., per kg B. LABOUR Painter Mazdoor (unskilled) Sundries including brushes, etc., Total cost for 10 sqm Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours) Unit: 10 sqm A. MATERIALS : Cement Paint at 3 sqm., per kg B. LABOUR Painter Mazdoor (unskilled) Sundries including brushes, etc., Total cost for 10 sqm
713
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 144 Painting to new walls with 2 coats of water proof
Unit
Quantity
3
4
kg day day kg
1.00 0.21 0.49 3.50
day day day
0.15 0.35 1.50
L
0.700
day
0.700 1.000%
L
0.70
day
0.70
L L
0.800 0.600
day day
0.700 0.700
Rate Rs. 5
Amount Rs. 6
cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls
BLD-CSTN-10-5
Cost of Cement Primer Ist class painter 2nd class painter Cost of water proof cement Paint of approved quality 1st class painter 2nd class painter Mazdoor (unskilled) Total cost 145 Painting, Priming Coat on New Wood Work
BLD-CSTN-10-6 268
Unit: 10 sqm A. MATERIALS : Wood Primer B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm 146 Painting, Priming Coat on New Iron Work
BLD-CSTN-10-7 269
Unit: 10 sqm A. MATERIALS : Red Oxide Primer B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm
BLD-CSTN-10-8 147 Varnishing to Wood Work, One Coat 281 Unit: 10 sqm
A. MATERIALS : Varnish Linseed Oil - boiled B. LABOUR Painter Man Mazdoor Sundries including brushes,fuel, size etc., Total cost for 10 sqm
714
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-10-9
S No
Description
1 2 148 Varnishing to Wood Work, Two Coats 282
Unit: 10 sqm A. MATERIALS : Varnish Linseed Oil - boiled B. LABOUR Painter Man Mazdoor Sundries including brushes,fuel, size etc., Total cost for 10 sqm 149 Painting with Ready mixed oil paint (all colours)
Unit
Quantity
3
4
L L
1.200 1.100
day day
1.100 1.100
kg
1.600
day LS
0.700
kg
2.800
day LS
1.200
kg
1.500
day LS
0.700
kg
2.4.
day LS
1.200
kg
1.200
day LS
0.700
Rate Rs. 5
Amount Rs. 6
BLD-CSTN-10-10 256
to i. One Coat - New Wood Work : 265
ii
iii
iv
v
Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Two Coats - New Wood Work : Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm One Coat - Old Wood Work & New Iron Work : Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Two Coats - Old Wood Work & New Iron Work: Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm One Coat - Old Iron Work : Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm
715
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
1 vi
2
3
4
kg
2.100
day LS
1.100
kg
3.400
day LS
1.500
kg
3.900
day LS
1.600
L
0.500
day
0.700
L
0.400
day
0.700
L
0.900
day
1.200
Two Coats - Old Iron Work : Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm vii Three Coats - Old Iron Work : Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm viii Three Coats - New Wood Work : Unit: 10 sqm A. MATERIALS : Ready mixed paint B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm
Rate Rs. 5
Amount Rs. 6
BLD-CSTN-10-11 150 Painting with : 266 i. Plastic Emulsion paint Grade I - One Coat for
ii
iii
New Wood Work, Old Wood Work & New Iron Work : A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Plastic Emulsion paints - One Coat for Old Iron A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Plastic Emulsion paints - Two Coats for New Wood Work : A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm
716
Remarks 7
BLD-CSTN Index-code
S No 1 iv
v
vi
vii
Description
Unit
Quantity
2
3
4
L
0.800
day
1.200
L
0.800
day
1.100
L
0.700
day
1.100
L
1.200
day
1.600
L
1.100
day
1.500
L
0.700
day
0.700
Plastic Emulsion paints - Two Coats for Old Wood Work & New Iron Work : A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Plastic Emulsion paints - Two Coats for New Iron Work : A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Plastic Emulsion paints - Two Coats for Old Iron Work : A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Plastic Emulsion paints - Three Coats for New Wood Work :
A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm viii Plastic Emulsion paints - Three Coats for Old Iron Work : A. MATERIALS : Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm 151 Painting with Synthetic Enamel paints - One BLD-CSTN-10-12 i Coat - for New Wood Work, Old Wood Work & New Iron Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm
Rate Rs. 5
Amount Rs. 6
717
Remarks 7
BLD-CSTN Index-code
S No 1 ii
iii
iv
v
Description
Unit
Quantity
2
3
4
L
0.500
day
0.700
L
1.200
day
1.200
L
1.100
day
1.200
L
1.100
day
1.100
L
0.900
day
1.100
L
1.700
day
1.600
Painting with Synthetic Enamel paints - One Coat - For Old Iron Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Painting with Synthetic Enamel paints - Two Coats - for New Wood Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Painting with Synthetic Enamel paints - Two Coats - For Old Wood Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Painting with Synthetic Enamel paints - Two Coats - For New Iron Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter
Rate Rs. 5
Amount Rs. 6
Sundries including brushes, soap, putty etc., vi
Total cost for 10 sqm Painting with Synthetic Enamel paints - Two Coats - For Old Iron Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd.
vii
B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm Painting with Synthetic Enamel paints - Three Coats - for New Wood Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm
718
Remarks 7
BLD-CSTN Index-code
S No 1 viii
Description
Unit
Quantity
2
3
4
L
1.600
day
1.500
kg
0.500
day day LS
0.800 0.800
L
0.650
day day LS
0.800 0.800
kg L
0.228 1.630
day LS
3.200
cum
1.000
day day
17.700 8.800 LS
Painting with Synthetic Enamel paints - Three Coats - For Old Iron Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd.
B. LABOUR Painter Sundries including brushes, soap, putty etc., Total cost for 10 sqm 152 Polishing on wood work with readymade wax BLD-CSTN-10-13 polish of approved brand and manufacture New Work : A. MATERIALS : Readymade wax polish B. LABOUR Painter Healper Sundries including brushes, soap, cloth etc., Total cost for 10 sqm
BLD-CSTN-10-14
Rate Rs. 5
Amount Rs. 6
153 Melamine polishing on wood work (one or more
coat) New Work : A. MATERIALS : Melamine polish B. LABOUR Painter Healper Sundries for Spraying Machine etc., Total cost for 10 sqm 154 French Spirit polishing Two or more coats on BLD-CSTN-10-15 new works including a coat of wood filler. A. MATERIALS : Shellac Spirit B. LABOUR Painter Sundries such as pigment, terpentaine, sand paper, putty, wood filler, white woolen cloth, linseed oil, cotton etc.,
Total cost for 10 sqm
BLD-CSTN-11 BLD-CSTN-11-1
WOOD WORK, ALUMINUM WINDOWS, VENTILATORS Etc.,
DOORS,
155 Best Teak Wood wrought and put up to 2 meters
(Schedule Item No 286) Unit = 1 cum Materials :— Teak wood large scantlings upto 2 m Labour :— Carpenter Man Mazdoor Sundries including nails, screws etc., Cost per cum
719
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 156 Best Teak Wood wrought and put up over 2
BLD-CSTN-11-2
BLD-CSTN-11-3
BLD-CSTN-11-4
BLD-CSTN-11-5
metres and below 3 metres in length (Schedule Item No 287) Unit = 1 cum Materials :— Teak wood large scantlings over 2 m and below 3 m in length Labour :— Carpenter Man Mazdoor Sundries including nails, screws etc., Cost per cum
Unit
Quantity
3
4
cum
1.000
day day
17.700 8.800 LS
cum
1.000
day
17.700
day
8.800
Rate Rs. 5
Amount Rs. 6
157 Best Teak Wood wrought and put up in large scantling of over 3 metres in length (Schedule Item No 288)
Unit = 1 cum Materials :— Teak wood large scantlings over 2 m and below 3 m in length Labour :— Carpenter Man Mazdoor Sundries including nails, screws etc., Cost per cum 158 Best Teak Wood wrought and put up for trusses including straps and all iron work (Schedule Item No 289) Unit = 1 cum Materials :— Teak wood large scantlings Iron Work (average) Labour :— Carpenter Man Mazdoor Sundries including nails, screws etc., Cost per cum 159 Fully Panelled doors - External or Internal Moulded panels (Schedule Item No 290) A Single Shutter i 800 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
ii
Total for each door 900 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
LS
cum
1.000
kg
112.000
day
26.500
day
8.800 LS
cum
0.083
sqm
1.600 LS
cum
0.088
sqm
1.800
Total for each door
720
Remarks 7
BLD-CSTN Index-code
S No 1 iii
iv
v
Description
Unit
Quantity
2
3
4
cum
0.109
sqm
2.200
1100 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door 1200 x 2100 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door 900 x 2100 mm *Teak wood Labour, wrought and putup in position frame & shutters
Total for each door 1500 x 2400 mm *Teak wood Labour, wrought and putup in position frame & shutters
cum
0.123
sqm
2.520
cum
0.094
sqm
1.890 LS
cum
0.159
sqm
3.600
Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) B i
Total for each door Double Shutter 900 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters
Amount Rs. 6
LS
Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) vi
Rate Rs. 5
LS
cum
0.096
sqm
1.800
cum
0.104
sqm
2.000
cum
0.134
sqm
2.860
Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) ii
iii
Total for each door 1000 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door 1300 x 2200 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door
721
Remarks 7
BLD-CSTN Index-code
S No 1 iv
Description
Unit
Quantity
2
3
4
cum
0.147
sqm
3.220
cum
0.068
sqm
0.720
sqm
1.600
1400 x 2300 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
Rate Rs. 5
Amount Rs. 6
Total for each door * Note : Average rate for respective size scantlings and rough plank
BLD-CSTN-11-6
160 Fully Panelled doors - Internal Five Ply - Ply-
wood Panels (Schedule Item No 291) A i
ii
iii
Single Shutter 800 x 2000 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door 900 x 2000 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door 1200 x 2100 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
LS
cum
0.071
sqm
0.870
sqm
1.800
cum
0.100
sqm
1.160
sqm
2.520 LS
Total for each door iv
1300 x 2200 mm
*Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters inclusive of holdfasts and all wind Sundries appliances (Vide relevant standard specification)
v
Total for each door 900 x 2100 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
cum
0.106
sqm
1.390
sqm
2.860
cum
0.077
sqm
0.880
sqm
1.890 LS
Total for each door
722
Remarks 7
BLD-CSTN Index-code
S No 1 vi
B i
Description
Unit
Quantity
2
3
4
cum
0.091
sqm
0.880
sqm
2.100
cum
0.082
sqm
0.710
sqm
1.800
*Teak wood
cum
0.088
Five - Ply - Ply - Wood brich
sqm
0.820
Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
sqm
2.000
*Teak wood
cum
0.090
Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
sqm sqm
0.940 2.200
*Teak wood
cum
0.123
Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
sqm sqm
1.900 3.600
cum sqm sqm
0.130 1.280 3.600
1000 x 2100 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification) Total for each door Double Shutter 900 x 2000 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters
Rate Rs. 5
Amount Rs. 6
Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
Total for each door ii
1000 x 2000 mm
Total for each door iii
1100 x 2000 mm
Total for each door iv
1400 x 2300 mm
Total for each door v
1500 x 2400 mm *Teak wood Five - Ply - Ply - Wood brich Labour, wrought and putup in position frame & shutters Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)
Total for each door * Note : Average rate for respective size scantlings and rough plank
723
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-11-7
S No
Description
Unit
Quantity
3
4
Item 292) Top Tower bolts (Ave : Size)
Nos
2
Bottom Tower bolts 150mm long
Nos
2
Parliament hings with screws
Nos
6
Oxidised aldrop with bolts
Nos
1
Wind cleats with hings
Nos
2
293) Top Tower bolts (Ave : Size)
Nos
1
Bottom Tower bolts 150mm long
Nos
2
Butt hings with screws
Nos
6
Wind cleats with hings
Nos
2
cum
0.072
sqm
0.470
sqm
1.600
1 2 161 Furniture - Iron - for External doors (Schedule
Rate Rs. 5
Amount Rs. 6
(Same for all doors)
BLD-CSTN-11-8
162 Furniture - Iron - Internal doors (Schedule Item
(Same for all doors)
BLD-CSTN-11-9
163 Glazed and Panelled doors (Schedule Item No.
294) A i
ii
iii
iv
Single Shutter 800 x 2000 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 900 x 2000 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 1200 x 2100 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 1300 x 2200 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door
LS
cum
0.076
sqm
0.560
sqm
1.800
LS
cum
0.106
sqm
0.760
sqm
2.520
LS
cum
0.115
sqm
0.870
sqm
2.860
LS
724
Remarks 7
BLD-CSTN Index-code
S No 1 B i
ii
iii
iv
v
Description
Unit
Quantity
2
3
4
cum
0.087
sqm
0.420
sqm
1.800
Rate Rs. 5
Amount Rs. 6
Double Shutter 900 x 2000 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 1000 x 2000 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 1100 x 2000 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 1400 x 2300 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door 1500 x 2400 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification) Total for each door * Note : Average rate for respective size scantlings and rough planks.
LS
cum
0.092
sqm
0.510
sqm
2.000
LS
cum
0.096
sqm
0.600
sqm
2.200
LS
cum
0.123
sqm
1.060
sqm
3.220
LS
cum
0.130
sqm
1.280
sqm
3.600
LS
725
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-11-10
S No
Description
1 2 164 Furniture - Same as for Fully Panelled Doors
Unit
Quantity
3
4
cum
0.107
sqm
2.000
Rate Rs. 5
Amount Rs. 6
External (Schedule Item No. 295) Total for each door
BLD-CSTN-11-11
165 Framed and Planked Doors (Schedule Item No. i
ii
BLD-CSTN-11-12
296) 1000 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances and screws for planks (Vide standard specification) Total for each door 1200 x 2100 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances and screws for planks (Vide standard specification) Total for each door * Note : Average rate for respective size scantlings and rough planks.
LS
cum
0.127
sqm
2.520
LS
166 Country wood
Framed and Planked Doors (Schedule Item No. 297) Single Shutter :
i
1000 x 2000 mm Country wood Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances and screws for planks (Vide standard specification)
Total for each door 1200 x 2100 mm Country wood Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances and screws for planks (Vide standard specification) Total for each door 167 Furniture - 6 Butt Hings - 1 Top and 2 Bottom BLD-CSTN-11-13 Tower Bolts and One Wrought steel safety Hasp L.S. (Schedule Item No. 298) Each Door 168 Ledged Braced and Planked Doors (Schedule BLD-CSTN-11-14 Item No. 299) Single Shutter : i 800 x 2000 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances and nails for planks (Vide standard specification) ** Furniture - 3 Nos T - hinges - Vide SS for size - 2 Nos Chain and slopes country make. Total for each door
cum sqm
0.107 2.000
LS
ii
cum
0.127
sqm
2.520
LS
cum
0.083
sqm
1.600
LS
LS
726
Remarks 7
BLD-CSTN Index-code
S No 1 ii
Description
Unit
Quantity
2
3
4
cum
0.100
sqm
2.100
1000 x 2100 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances and nails for planks (Vide standard specification) ** Furniture - 3 Nos T - hinges - Vide SS for size - 2 Nos Chain and slopes country make. Total for each door Note : * Average rate for respective size scantlings and rough planks.
Rate Rs. 5
Amount Rs. 6
LS
LS
** Note that for this type of door the furniture will be supplied and fixed by the contractor.
BLD-CSTN-11-15
169 * Country wood Ledged Braced and Planked i
ii
Doors (Schedule Item No. 300) 800 x 2000 mm Country wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances and nails for planks (Vide standard specification) ** Furniture - 3 Nos T - hinges - Vide SS for size - 2 Nos Chain and slopes country make. Total for each door 1000 x 2100 mm Country wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances and nails for planks (Vide standard specification) ** Furniture - 3 Nos T - hinges - Vide SS for size - 2 Nos Chain and slopes country make. Total for each door ** Note that for this type of door the furniture will be supplied and fixed by the contractor.
cum
0.083
sqm
1.600
LS
LS
cum
0.100
sqm
2.100
LS
LS
Note : * Class of Country wood to be defined in relevent schedule item. 170 Flush
BLD-CSTN-11-16
i
type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Commercial Type Plywood (Schedule Item No. 301.) Single Shutter : 900 x 2000 mm *Teak wood Flush Shutter 35mm thick (Vide relevant standard specification) Labour, wrought and putup in position frame & shutters
cum
0.035
sqm
1.530
sqm
1.800
Sundries inclusive of hold fasts and all wind appliances (Vide standard specification)
Total for each door
727
Remarks 7
BLD-CSTN Index-code
S No 1 ii
Description
Unit
Quantity
2
3
4
cum
0.037
sqm
1.820
sqm
2.100
cum
0.028
sqm
0.390
sqm
0.720
cum
0.037
sqm
0.500
sqm
0.960
cum
0.041
sqm
0.700
sqm
1.200
cum
0.061
sqm
0.710
sqm
1.440
cum
0.072
sqm
0.920
sqm
1.800
cum
0.059
sqm
0.970
sqm
1.700
1000 x 2100 mm *Teak wood Flush Shutter 35mm thick (Vide relevant standard specification) Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and all wind appliances (Vide standard specification) Total for each door *Note : Average rate for respective size scantlings.
Rate Rs. 5
Amount Rs. 6
BLD-CSTN-11-17 171 Windows Glazed (Schedule Item No. 302) A i
Single Shutter : 600 x 1200 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)
ii
Total for each window 800 x 1200 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters
B i
ii
Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification) Total for each window Double Shutter : 1000 x 1200 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification) Total for each window 1200 x 1200 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)
iii
Total for each window 1500 x 1200 mm (3 Pannels) *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)
iv
Total for each window 1000 x 1700 mm (2 Pannels) *Teak wood Glass Labour, wrought and putup in position frame & shutters
Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification) Total for each window
728
Remarks 7
BLD-CSTN Index-code
S No 1
BLD-CSTN-11-18
BLD-CSTN-11-19
BLD-CSTN-11-20
172
173
174
BLD-CSTN-11-21 175 A i
ii
B i
ii
Description
Unit
Quantity
2
3
4
each
2
each
2
each
2
each
4
*Note : Average rate for respective size scantlings. Furniture for Double Leaf Windows Glazed With Top Lights (Schedule Item No. 303) Banel Bolts 100 mm long Top tower bolts 150 mm long Bottom bolts 150 mm long Parliament hinges Furniture for Double Leaf Windows Glazed without Top Lights (Schedule Item No. 304) Top tower bolts 150 mm long Bottom bolts 150 mm long Parliament hinges Same for all such windows Furniture for Single Leaf Windows Glazed without Top Lights (Schedule Item No. 305) Top tower bolts 150 mm long Bottom tower bolts 150 mm long Parliament hinges Same for all such windows Windows Panelled (Schedule Item No. 306) Single Shutter 600 x 1200 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances (Vide standard specification) Total for each window 700 x 1200 mm **Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances (Vide standard specification) Total for each window Double Shutter 800 x 1200 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances (Vide standard specification) Total for each window 1000 x 12000 mm *Teak wood Labour, wrought and putup in position frame & shutters
Rate Rs. 5
Amount Rs. 6
LS each
2
each
2
each
4
LS each
1
each
1
each
2
cum
0.039
sqm
0.720
cum
0.043
sqm
0.840
cum
0.051
sqm
0.960
cum
0.059
sqm
1.200
cum
0.081
sqm
1.440
Sundries inclusive of hold fasts and wind appliances (Vide standard specification) iii
Total for each window 1200 x 1200 mm *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of hold fasts and wind appliances (Vide standard specification)
Total for each window *Note : Average rate for respective size scantlings.
729
Remarks 7
BLD-CSTN Index-code
S No 1 iv
Description
Unit
Quantity
2
3
4
cum
0.056
sqm
1.080
cum
0.036
sqm
0.070
sqm
0.720
cum
0.052
sqm
0.100
sqm
1.080
cum
0.077
sqm
0.120
sqm
1.440
cum
0.094
sqm
0.150
sqm
1.800
each
2
each
4
each
1
each
1
each
4
each
8
each
2
each
2
900 x 1200 mm **Teak wood Labour, wrought and putup in position frame & shutters
Rate Rs. 5
Amount Rs. 6
Sundries inclusive of hold fasts and wind appliances (Vide standard specification)
Total for each window **Note : Average rate for respective size scantlings and rough planks.
BLD-CSTN-11-22
176 Windows Panelled & Glazed (Schedule Item No. A
B i
307) Single Shutter 600 x 1200 mm **Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification) Total for each window Double Shutter 900 x 1200 mm **Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)
ii
Total for each window 1200 x 1200 mm **Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)
C
Total for each window 1500 x 1200 mm (3 Pannels) **Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification) Total for each window
**Note : Average rate for respective size scantlings and rough planks. 177 Furniture for Windows Panelled : Single Leaf with half Shutters (Schedule Item No. 308)
Cabin hooks and eyes 200 mm long Butt hinges 75 mm size Top tower bolts 150 mm long Bottom bolts 150 mm long Same for all such windows 178 Furniture for Windows Panelled : Double Leaf BLD-CSTN-11-23 with half Shutters (Schedule Item No. 309) Cabin hooks and eyes 200 mm long Butt hinges 75 mm size Top tower bolts 150 mm long Bottom bolts 150 mm long Same for all such windows 179 Teak Wood Windows - Ledged Braced and BLD-CSTN-11-24 Planked (Schedule Item No. 310)
730
Remarks 7
BLD-CSTN Index-code
S No 1 i
Description
Unit
Quantity
2
3
4
600 x 1200 mm (half Shutters) *Teak wood
cum
0.034
Labour, wrought and putup in position frame & shutters
sqm
0.720
Sundries inclusive of all furniture and fitting in accordance with relevant standard specification ii
Total for each window 800 x 1200 mm (half Shutters) *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of all furniture and fitting in accordance with relevant standard specification
iii
Total for each window 900 x 1200 mm (half Shutters) *Teak wood Labour, wrought and putup in position frame & shutters Sundries inclusive of all furniture and fitting in accordance with relevant standard specification
iv
Amount Rs. 6
LS
cum
0.048
sqm
0.960
LS
cum
0.052
sqm
1.080
LS
Total for each window 1000 x 1200 mm (half Shutters) *Teak wood
cum
0.052
Labour, wrought and putup in position frame & shutters
sqm
1.200
Sundries inclusive of all furniture and fitting in accordance with relevant standard specification
Rate Rs. 5
LS
Total for each window *Note : Average rate for respective size scantlings and rough planks.
BLD-CSTN-11-25
180 Ventilators Glazed - Fixed Double Frame and
with Wire Netting (Schedule Item No. 312) i
800 x 500 mm *Teak wood Glass Wire netting Labour, wrought and putup in position Sundries inclusive of putty brads and iron hold fasts where such are necessary say in 30 cm wall.
ii
Total for each Ventilator 1000 x 500 mm *Teak wood Glass Wire netting Labour, wrought and putup in position Sundries inclusive of putty brads and iron hold fasts where such are necessary say in 30 cm wall.
iii
Total for each Ventilator 1200 x 600 mm *Teak wood Glass Wire netting Labour, wrought and putup in position Sundries inclusive of putty brads and iron hold fasts where such are necessary say in 30 cm wall.
cum
0.012
sqm
0.240
sqm
0.190
sqm
0.400
LS
cum
0.014
sqm
0.310
sqm
0.240
sqm
0.500
LS
cum
0.018
sqm
0.480
sqm
0.290
sqm
0.720
LS
Total for each Ventilator *Note : Average rate for respective size scantlings
731
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-11-26
S No
Description
1 2 181 Swing Ventilators - Glazed (Schedule Item No. i
ii
iii
313) 800 x 500 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty brads sash centres brass ring iron cleats and window card - vide relevant standard specifications. Total for each Ventilator 1000 x 500 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty brads sash centres brass ring iron cleats and window card - vide relevant standard specifications. Total for each Ventilator 1200 x 600 mm *Teak wood Glass Labour, wrought and putup in position frame & shutters Sundries inclusive of putty brads sash centres brass ring iron cleats and window card - vide relevant standard specifications. Total for each Ventilator *Note : Average rate for respective size scantlings and rough planks.
Unit
Quantity
3
4
cum
0.021
sqm
0.190
sqm
0.400
Rate Rs. 5
Amount Rs. 6
LS
cum
0.025
sqm
0.024
sqm
0.500
LS
cum
0.030
sqm
0.390
sqm
0.720
LS
Aluminium Fixed Glazing
BLD-CSTN-11-27
182 Supply and fixing of aluminimum fixed glazing as per drawing using standard powder coated/ anodised aluminimum section of 101.4 x 44.45 x 3.18 mm thick fitted with 6.0mm thick / 4.0 mm thick plain glass glazing fitted with suitable Aluminimum glazing clips and aproved brand silicon sealant including cost and conveyance of all materials labour charges for manufacturing fixing in position using wooden blocks and sheet metal screw etc. to complete for finished item of work as approved by Engineer-in-charge
Unit - 1 sqm A) MATERIAL REQUIREMENT ALUMINIUM SECTION GLAZING with GLASS SILICON SEALANT RUBBER BEADING
B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Supervision Charges Power charges for Motors BASIC COST per 1 sqm Aluminimum Partition partly glazed
day
0.947
day
1.158
day
0.105
day
0.211
day
0.632
Hrs
0.842
Hrs
1.684
Nos
0.211 1%
732
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 183 Supply and fixing of aluminimum Partition partly
BLD-CSTN-11-28
Unit
Quantity
3
4
Rate Rs. 5
Amount Rs. 6
glazed as per drawing using standard powder coated/ anodised aluminimum section of 101.4 x 44.45 x 3.18 mm thick fitted with 12.0mm thick Particle Boards - prelaminated up to 2.1 M height and balance height provided with 5.0 mm thick plain glass glazing fitted with suitable Aluminimum glazing clips and aproved brand silicon sealant including cost and conveyance of all materials labour charges for manufacturing fixing in position using wooden blocks and sheet metal screw etc. to complete for finished item of work as approved by Engineer-in-charge Unit - 1 sqm A) MATERIAL REQUIREMENT
ALUMINIUM SECTION PARTICLE BOARD - Prelaminated GLAZING with GLASS SILICON SEALANT RUBBER BEADING
as per design as per design as per design
B) LABOUR CHARGES
1st Class Carpenter 2nd Class Carpenter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Supervision Charges Power charges for Motors BASIC COST per 1 sqm BLD-CSTN-11-29 184 Aluminium Anodised Casement windows Unit - 1 sqm
day
1.042
day
1.042
day
0.104
day
0.139
day
0.347
Hrs
0.833
Hrs
1.111
Nos
0.174 1%
Supply and fixing Aluminium Anodised Casement windows as per approved drawing with aluminium anodised sections of Series C Jindal Hollow sections and outer frame of 8804 of size 46 x 44 mm, Shutter frame of 8802 of size 44 mm x 46 mm and Mullion frame of 8803 of size 59 x 38 and glazing section of 4433 with plain clear float glass 6 mm thick fixed including supply and fixing aluminium powder coated 1 No.of casement friction stay hinges for each shutter, 1 Nos. aluminium handles of 150 mm for each shutter and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work
Unit - 1 sqm A) MATERIAL REQUIREMENT
ALUMINIUM SECTION GLAZING with GLASS SILICON SEALANT RUBBER BEADING
as per design
Alum.Anodised.PC Friction stay casement hinges
as per design
Alum.Anodised.PC Handles B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter
as per design
as per design as per design as per design
day
0.360
day
1.081
733
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3 day
4 0.360
day
0.360
day
1.081
Hrs
2.883
Hrs
2.883
Nos
0.360
1
Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Supervision Charges Power charges for Motors BASIC COST per 1 sqm Aluminium Two/ Three Track Sliding Windows
BLD-CSTN-11-30
Rate Rs. 5
Amount Rs. 6
1%
185 Supply and fixing Aluminium Anodised Two/ Three Track Sliding Windows as per approved drawing with aluminium anodised sections of Series C Jindal sections and outer frame top horizontals & both verticals of 8774 of size 62 x 29.5 mm and bottom horizontal - two track frame of 8773 of size 62 x 29.5 mm, Shutter frame top, bottom and verticals of 8304 of size 50 mm x 20 mm and Weather interlocking frame of 8306 of size 50 x 20 with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, nylon rollers assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work
UNIT 1 sqm A) MATERIAL REQUIREMENT
ALUMINIUM SECTION GLAZING with GLASS SILICON SEALANT RUBBER BEADING Alum.Anodised.PC Handles
as per design as per design as per design as per design as per design
B) LABOUR CHARGES
1st Class Carpenter 2nd Class Carpenter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Supervision Charges Power charges for Motors BASIC COST per 1 sqm
day
0.347
day
1.042
day
0.347
day
0.347
day
1.042
Hrs
2.778
Hrs
2.778
Nos
0.347 1%
734
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amount Rs. 6
Aluminium Anodised Doors - Single Shutter
BLD-CSTN-11-31
186 Supply and fixing Aluminium Anodised Doors - Single Shutter as per approved drawing with aluminium anodised sections of Jindal sections and outer frame top horizontals & both verticals of 2408 of size 101.6 x 44.75 x 3.18 mm Shutter frame top, bottom and verticals of 4504 of size 44.45 mm x 47.62 mm x 3.18 and Middle lock rail of 4621 of size 49.91 x 44.45 x 3 mm with plain clear float glass 5 mm thick fixed including supply and fixing aluminium handles of 100 mm for each shutter, floor springs/ hydraulic door closure assembly and all labour charges for fixing the fixtures with required no.of screws, bolts and nuts and including labour charges for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work
UNIT 1 sqm A) MATERIAL REQUIREMENT ALUMINIUM SECTION GLAZING with GLASS SILICON SEALANT RUBBER BEADING Alum.Anodised.PC Handles Hydraulic Floor Spring/ Door Closure B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Power Saw Cutter - Hand Operated - Operator Power Drill - Hand Operated - Operator Unskilled Mazdoor C) Machinery Power Saw Cutter - Hand Operated - Hire charges Power Drill - Hand Operated - Hire Charges Supervision Charges Power charges for Motors BASIC COST per 1 sqm 187 Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the wall surface smooth including BLD-CSTN-11-32 necessary repairs to scratches complete
as per design as per design as per design as per design as per design as per design day
0.417
day
0.833
day
0.417
day
0.417
day
1.250
Hrs
3.333
Hrs
3.333
Nos
0.417
Details of cost for 10 sq.m Labour :— day White washer / Mason 2nd Class day Mazdoor (unskilled) Sundries such as sand paper and scraper etc. Scaffolding Add for water charges @ 1 % Add for contractor's profit and overheads Cost for 10 sq.m. Cost per sq.m 188 Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the ceiling and/or sloping roofs surface BLD-CSTN-11-33 smooth including necessary repairs to scratches complete Deatailed cost for 10 sqm 10 sqm Rate as per above item
1%
0.010 0.170
Add 10 % extra for ceiling / sloping roof Cost per 10 sq.m Cost per sq.m
735
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 189 Removing white wash or colour wash by steel wire
BLD-CSTN-11-34
Unit
Quantity
3
4
Rate Rs. 5
Amount Rs. 6
brushing and/or scraping; sand papering and preparing the wall surface smooth including necessary repairs to scratches complete for the wall surface spoiled by smoke soot Rate as per Item No (203)
10 sqm
For washing the wall surface spoiled by smoke soot with clear water before sand papering the surface smooth and including necessary repairs to the scratches complete Details of cost for 10 sq.m Labour :— Mazdoor (unskilled) Sundries Add for water charges @ 1 % Add for contractor's profit and overheads Cost for 10 sq.m. Cost per sq.m 190 Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the ceiling and/or sloping roofs surface BLD-CSTN-11-35 smooth including necessary repairs to scratches complete for the ceiling surface spoiled by smoke soot Rate as per Item No (205)
day
0.080
10 sqm
Extra 10% for washing the surface with clean water on ceiling and/or sloping roofs Cost per 10 sq.m Cost per sq.m
BLD-CSTN-11-36
191 Washing and cleaning of decorated wall surfaces
with soap, soda and water Details of cost for 10 sq.m Labour :— White washer / Mason 2nd Class Mazdoor (unskilled) Sundries such as soap, soda, sand paper and scaper etc
day day
0.010 0.170
day day
0.010 0.170
Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m 192 Washing and cleaning of the old plastered ceiling and/or sloping roofs with soap, soda and water BLD-CSTN-11-37 Rate as per Item above Extra 10% over Cost per 10 sq.m Cost per sq.m
BLD-CSTN-11-38
193 Washing and cleaning of oil and grease spots on
decorated wall surface by suitable chemical Details of cost for 10 sq.m Labour :— White washer / Mason 2nd Class Mazdoor (unskilled) Sundries, such as chemical etc. Add for water charges @ 1 % Cost for 10 sq.m. Cost per sq.m
736
Remarks 7
BLD-CSTN Index-code
S No 1
BLD-CSTN-12 BLD-CSTN-12-1
BLD-CSTN-12-2
BLD-CSTN-12-3
Description
Unit
Quantity
2
3
4
day
1.220
day
2.440
day
4.880
day
4.320
day
4.090
day day
0.500 0.500
Rate Rs. 5
Amount Rs. 6
DISMANTLING & DEMOLITION 194 Demolishing
and disposal of unserviceable materials within 100 metres lead i Lime concrete. Details of cost for 1 cu.m. Labour :Mazdoor (unskilled) Sundries Add for water charges @ 1 % Cost per cu m ii Unreinforced cement concrete upto 15 cm thicknes Details of cost for 1 cu.m. Labour :Mazdoor (unskilled) Sundries Add for water charges @ 1 % Cost per cu m iii Unreinforced cement concrete more than 15 cm thickness Details of cost for 1 cu.m. Labour :Mazdoor (unskilled) Sundries Add for water charges @ 1 % Cost per cu m 195 Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead i R.C.C. work Details of cost for 1 cu.m. Labour :Mazdoor (unskilled) Sundries Add for water charges @ 1 % Cost per cu m ii Reinforced Brick work: Details of cost for 1 cu.m. Labour :Mazdoor (unskilled) Sundries Add for water charges @ 1 % Cost per cu m 196 Extra over item 20.3 for cutting steel bars in R.C.C. of R.B. work (sectional area of R.C.C. or R.B. Work to be measured) Details of cost for one Sq.m. of sectional area— Reinforced area considering 1% Labour for cuttings 0.01 Sq.m. reinforcement Blacksmith 2nd class Mazdoor (Male) Sundries Add for water charges @ 1 % Cost per sq m
737
Remarks 7
BLD-CSTN Index-code
S No 1 197 Dismantling
Unit
Quantity
2
3
4
day day day
0.100 0.200 0.050
day day day
0.130 0.270 0.070
day day
0.060 0.120
day day
0.080 0.160
i
ii
m
3.150
day day day
0.090 0.250 0.250
Not exceeding 3 sq.m. in area: Details of cost per each Labour :Mason, II class Mazdoor (male) Blacksmith II class Sundries Add for water charges @ 1 % Cost per each Exceeding 3 sq.m. in area
Details of cost per each Labour :Mason, II class Mazdoor (male) Blacksmith II class Sundries Add for water charges @ 1 % Cost per each 198 Taking out doors, windows and clearestorey window shutters (steel or wood) including stacking within 100 metres lead i Not exceeding 3 sq.m. in area:
ii
Details of cost per each Labour :Carpenter II class Mazdoor (male) Sundries Add for water charges @ 1 % Cost per each Exceeding 3 sq.m. in area Details of cost per each Labour :Carpenter II class Mazdoor (male) Sundries Add for water charges @ 1 % Cost per each
BLD-CSTN-13
Rate Rs. 5
Amount Rs. 6
doors, windows and clear storey windows, ventilators etc.; (wood or steel) shutters including chowkhats, architraves, hold fasts and other attachments etc., complete and stacking them within 100 metre lead
BLD-CSTN-12-4
BLD-CSTN-12-5
Description
MISCELLANEOUS BUILDING ITEMS 199 Providing and fixing aluminium step edging 'L'
BLD-CSTN-13-1
shape of size 38 mm x 12 mm x 3 mm (thick) to stairs
Details of cost for 3 metres length Materials:— Aluminium step edging 'L' shape 38 x 12 x 3mm (thick) = 3.00 metres with 5% wasage Carriage of materials Sundries (Wooden plugs, screws and painting underneath of strips with bitumanistic paint, etc.,) Labour :Carpenter II class Mason I class Mazdoor (male) Add for water charges @ 1 % Cost for 3 m Cost per m
738
Remarks 7
BLD-CSTN Index-code
S No
Description
1 2 200 Providing and fixing aluminium step edging 'L'
BLD-CSTN-13-2
Unit
Quantity
3
4
m
3.150
day day day
0.090 0.250 0.250
day day
1.000 0.100
m
1.310
day day day
0.100 0.400 0.400
m
1.310
day day day
0.100 0.400 0.400
Rate Rs. 5
Amount Rs. 6
shape of size 57 mm x16 mm x 3 mm (thick) to stairs
Details of cost for 3 metres length Materials:— Aluminium step edging 'L' shape 57 mm x16 mm x 3 mm (thick) with 5% wasage Carriage of materials Sundries (Wooden plugs, screws and painting underneath of strips with bitumanistic paint, etc.,) Labour :Carpenter II class Mason I class Mazdoor (male) Add for water charges @ 1 % Cost for 3 m Cost per m 201 Cutting RCC steps for fixing of aluminium step
BLD-CSTN-13-3
edging and make good to match the surroundings
Details of cost for 3 metres
BLD-CSTN-13-4
Cement Mortar Labour :Mason, II Class Mazdoor (male) Add for water charges @ 1 % Cost for 3 m Cost per m 202 Providing and fixing 25 mm bore galvanised M.S. tube (light grade) outlet in cement mortar 1:3(1 cement: 3 fine sand) including cutting and making good the wall Details of cost for 10 pipes 12.5 cm long day i.e., 1.25 metres Materials:— Galvanised mild steel tube (light grade) 25 mm nominal bore 10 x 12.5 cm = 1.25 metre with wastage of 5% Labour :For cutting and fixing in position Assistant fitter Mason. Mazdoor (male). Sundries Add for water charges @ 1 % Cost for 1.25 m Cost per m 203 Providing and fixing 1.80 metre long RCC fencing
BLD-CSTN-13-5
posts with 6 mm bar nibs as per design in plate No. 22/2/2. (earth work & concrete to be paid for separately) Details of cost for 10 pipes 12.5 cm long day i.e., 1.25 metres Materials:— Galvanised mild steel tube (light grade) 40 mm nominal bore 10 x 12.5 cm = 1.25 metre with wastage of 5% Labour :For cutting and fixing in position Assistant fitter Mason. Mazdoor (male). Sundries
739
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-13-6
S No
Description
Unit
Quantity
1
2
3
4
cum
0.336
kg
26.440
Centering and shuttering (Details as per Annexure 'X') (Rate as per item No.9.1.8. of Section 9 Form work).
cum
0.336
10 mm cement plaster with cement mortar 1:2 (1 cement: 2 sand)
sqm
9.880
day day day
0.120 0.120 0.250
10 sqm
1.000
Deduct - CM 1:3
cum
0.025
Add - Cement (720-480 x .125)
cum
30.000
Rate Rs. 5
Amount Rs. 6
Add for water charges @ 1 % Cost for 1.25 m Cost per m 204 Providing and fixing 1.80 metre long RCC fencing posts with 6 mm bar bibs as per design in plate No. 22/2/2. (earth work & concrete to be paid for separately) Details of cost for 10 posts, i.e., 0.336 Cu. m
(Details as per Annexure ' X ' at the end of this item) Materials:— Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 12.5 mm nominal size) (Rate as per item No.5.42.d Section Concrete work) M.S. reinforcement 6 mm dia bars 10 x 4 x 1.88 = 75.20 metres 10 x 9 x 0.50 = 45.00 metres./ l20.00 m 120.20 m @ 0.22 Kg/m=26.44 Kg (Rate as per item No.5.51 Section Concrete work)
(Details as per Annexure 'X') Carriage of R.C.C. posts 6 mm bar bibs Sundries Labour for fixing posts in line Mason, 1st Class Mason, 2nd Class Mazdoor (Male) Add Water charges on A @ 1% Add Contractor's profit and overheads on 'A' + 'B' + 'C @ 10% Cost for 10 posts Cost per post Sub Analysis : Plastering with CM 1:3, 12 mm thick
Rate for 10 sqm Rate per sqm Annexure - 'X' Details of quantities for RCC posts Concrete quantity Area of bottom A, =15+12.5/2 x 8.75+1/2 x 22/7 (6.25) = 120.31+61.38=181.69 Sq.m. Area of top A2= 10+7.5/1 x 6.25 + 1/2 x 22 x (3.75)2/ 7= 54.69+22.10=76.79 Sq.Cm. Av A2 = 118.12 Sq. Cm. Volume = h/3(A, + A2 + VA,A2) A2+A2+A, A2=0.V03766 Sq.m
740
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
kg
9.380
Rate Rs. 5
Amount Rs. 6
Volume = 1.05/3 * 0.03766 = 0.0131810 Cu.m. =0.0132 Cu.m. Volume of lower square portion =0.165x0.165x0.75 =0.0204 Cu.m Total volume = 0.0336 Cu. m Quantity for 10 posts = 0.336 Cu.m Quantity of centring & shuttering 1.05=0.2908 Sq.m.
0.2770*
3x0.165x0.75=0.3712 0.165x0.165=0.0272 0.10 x 0.10=0.0100/0.6992 Sq.m.. For ten posts=10 x 0.6992 = 6.992 Sq.m. Quantity of surface plaster 12.50+7.60+7.60=27.70 Cm. xr=3.1416x5=15.71Cm./43.41Cm 1.05=0.4560 Sq.m.
BLD-CSTN-13-7
area
0.434
x
4x0.165x0.75=0.4950 0.165x0.165=0.0272 0.10 x 0.10=0.0100/0.9882 Sq.m. For 10 posts = 10 x 0.9882=9.88 Sq.m. 205 Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately). Details of Cost per 100 metres (day line of wire) Materials:— Galvanised steel barbed wire IS type I weighing 9.38 Kg/100 metre
BLD-CSTN-13-8
Carriage of barbed wire. G.I. staples steel pins or binding wire Labour :For fixing & stretching wire Blacksmith, 1st Class Blacksmith, 2nd Class Mazdoor (male). Sundries. Add water charges @ 1 % Cost for 100 metres day line of wire Rate per m 206 Broken glass coping as specified on top of walls In cement mortar 1:3 (1 cement: 3 sand) Details of cost per one Sq.m. Materials:— Broken glass. Cement mortar 1:3(1 cement: 3 sand) Labour :Mason (Skilled) Mazdoor (Male) Scaffolding etc Add water charges @ 1 % Cost per Sq.metre
LS
day day day
0.150 0.150 0.300
kg cum
19.500 0.040
day day
0.080 0.160
741
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
1
Amount Rs. 6
ANTE-TERMITE TREATMENT
BLD-CSTN-14
BLD-CSTN-14-1
Rate Rs. 5
207 Providing Antitermite treatment as per IS 6315 (Part - 2) 2001 (Pre-constructional chemical treatment measures) along the internal & external vertical faces of the columns, plinth beams, basement and top surface of the basement filling below flooring bed as per the specified procedure conforming to IS 6315 (Part-2) 2001 and other relevant approved specification duly using Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration @ 7.5 Liters/ sqm of the vertical surface & @ 5.0 Liters/ sqm of the horizontal surface of the substructure to a depth of 500 mm around columns & 300 mm deep around plinth beams, basements & floor filling area including excavation channel along the wall & rodding etc & cost & conveyance of all materials to the site, cost of labour for spraying, rodding etc complete for finished item of work as per the approval of the Engineer-in-Charge
Unit = 10 sqm A) Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
1 liter : 19 Parts water Therefore: 868.55 L /20 Add 12%wastage
Lit
4.100
Liters
0.41 4.51 1%
day day
3.0 0.22
Total Quantity B) Add Water Charges @ 1% C) Labour Charges
Man Mazdoor Sprayer D) Hire charges Sprayer, drilling machine etc sundries & contingencies Water charges & electricity
10% 3% 1.50%
Add OH & CP BASIC COST per 1 sqm Note: CPWD - Rate Analysis per 9 Sqm
BLD-CSTN-15
BLD-CSTN-15-1
Vertical Chloropyriphos Earthwork excavation Beldar Horizontal Chloropyriphos Vertical Beldar Hire charges Sprayer, drilling machine etc sundries & contingencies Water charges & electricity Add OH & CP CENTERING, FORM WORK etc. 208 Providing traditional centering, shuttering and scaffolding using Cashewrina balli props and bracings supporting wooden brackets, wooden wall plates, wooden runners and steel plate form work as per the approved plan and other accessories as per the standard trade practice including hire charges for ballies, runners, wooden members and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work (I)
Lit cum Nos Lit Nos Nos
UNIT 1 sqm Unsupported Roof Height up to - 3.66 M (12'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height
Nos
2.40
742
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3 Nos
4 1.44
Wall Plate Brackets / beam bottom supports Wedge Plate fixture Runner beams of approximately 4" x 4" size Steel Plate - form work plates -
BLD-CSTN-15-2
B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm (II) Unsupported Roof Height up to - 4.60 M (15'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height Wall Plate Brackets / beam bottom supports Wedge Plate fixture Runner beams of approximately 4" x 4" size Steel Plate - form work plates B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm (III) Unsupported Roof Height up to - 7.30 M (24'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height Wall Plate Brackets / beam bottom supports Wedge Plate fixture Runner beams of approximately 4" x 4" size Steel Plate - form work plates B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm 209 Providing rigid Steel centering, shuttering and scaffolding using steel pipes, adjustable Jack screw props, acro spans, couplers, tie rods, bracings members, supporting brackets, acro span beams and steel plate/ ply-wood form work as per the approved shuttering designs & plan and other accessories as per the IS Norms and stability calculations including hire charges for jack pipes, acro spans, runners, wooden members and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work (I)
Nos
1.44
RM sqm
16.00 1.86
day day day day
Rate Rs. 5
Amount Rs. 6
0.00 0.16 0.28 0.48 0.04 1% 1% 1%
Nos Nos
4.32 1.44
Nos RM sqm
1.44 16.00 1.86
Nos Nos Nos
0.20 0.36 0.68
Nos
0.06 1% 1% 1%
Nos Nos Nos RM sqm
5.76 1.44 1.44 16.00 1.86
Nos Nos Nos Nos
0.28 0.52 1.08 0.08 1% 1% 1%
UNIT 1 sqm Unsupported Roof Height up to - 3.66 M (12'0") A) MATERIAL REQUIREMENT Jack Screw Adjsutable Props - 50 mm dia B Class Pipes for vertical props placed @ 3'0" c/c in bothways Approximately 33'-0" x 33'-0" roof area
743
Remarks 7
BLD-CSTN Index-code
S No 1
Description
Unit
Quantity
2
3
4
Kgs
62.51
day day day day
0.22 0.38 0.72 0.04 1%
Rate Rs. 5
Amount Rs. 6
Span Beams - 2.4 M Long (Acro Spans) Approximtely Wallers, Couplers, Foot Plates Steel Plate Beam Bottom - form work plates - 9" wide 230 mm wide plate x 80 RM Beam Sides - form work plates - 15" wide
(II)
400 mm wide plate x 80 RM - both sides Slab Bottom Plates - formwork plates 3'-0" x 4'-0" - 7 Nos 3'-0" x 2'-0" - 2 Nos 1'-0" x 4'-0" - 1 Nos Slab Sides - 0-6" Height - 40.0 RM Total Scaffolding Pipes & Centering Plates Appx B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm Unsupported Roof Height up to - 7.32 M (24'0") A) MATERIAL REQUIREMENT Heavy Frames - 50 mm dia B Class Pipes (HD Span Beams - 2.4 M Long (Acro Spans) Approximtely Wallers, Couplers, Foot Plates Steel Plate Beam Bottom - form work plates - 9" wide 230 mm wide plate x 80 RM Beam Sides - form work plates - 15" wide 400 mm wide plate x 80 RM - both sides Slab Bottom Plates - formwork plates 3'-0" x 4'-0" - 7 Nos 3'-0" x 2'-0" - 2 Nos 1'-0" x 4'-0" - 1 Nos Slab Sides - 0-6" Height - 40.0 RM Total Scaffolding Pipes & Centering Plates Appx B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm
1% 1%
Kgs
112.635
day
0.32
day
0.52
day
1.28
day
0.06 1% 1% 1%
744
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4
1
Rate Rs. 5
Amount Rs. 6
Note : Cost of Centering charges with different centering & scaffolding materials for different structures may be calculated as per the guidelines given Below
TYPE OF STRUCTURE
UNIT COS CENTERING AREA T OF CENT ERIN A B
RCC STRUCTU RE UNIT MEASUR EMENT C
A
FOOTINGS
3.88 sqm
per 1 cum
B
PEDESTALS
6.17 sqm
per 1 cum
C
PLINTH BEAMS
9.35 sqm
per 1 cum
D
LINTELS
7.94 sqm
per 1 cum
E
CHAJJAS - SUNSHADES
1.22 sqm
per 1 sqm
F
COLUMNS
11.15 sqm
per 1 cum
G
BEAMS
9.35 sqm
per 1 cum
H
SLABS - Up to 150 mm thick
1.05 sqm
per 1 sqm
I
SLABS - above 150 mm - Up to 300 mm thick
1.09 sqm
per 1 sqm
J
SLABS - above 300 mm thick
1.14 sqm
per 1 sqm
K
WAFFLE - (GRID) SLABS (Rib Beams with Slabs)
3.85 sqm
per 1 sqm
L
PERGOLA SLABS (Only Rib Beams)
2.70 sqm
per 1 sqm
M
ARCHE BEAMS - up to 1.5 M Span
10.63 sqm
per 1 cum
N
ARCHE BEAMS - above 1.5 M Span
10.78 sqm
per 1 cum
O
DOME SLABS
17.19 sqm
per 1 cum
P
HELICAL STAIRCASES
1.31 sqm
per 1 sqm
For calculating centering charges of RCC Structures, using either cashewrina balli scaffolding or steel pipe scaffolding, the respective cost may be arrived by taking the above values. Therefore, Centering charges for any structure:C= A x B 210 Providing STAGE SCAFFOLD with staging using
Cashewrina balli props and bracings supporting wooden brackets, wooden stage scaffold boards including hire charges for cashewrina ballies, wooden baords, scaffolds etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for PLAN AREA
BLD-CSTN-15-3
(I)
UNIT 1 sqm Unsupported Roof Height up to - 3.66 M (12'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height Scaffold Boards - Bamboo scaffolds - Bamboos 8'0" long B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil
Nos
2.40
Nos
2.70
day
0.04
day
0.30
day
0.48
day
0.04 1%
745
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3
4 1%
1
(II)
BLD-CSTN-15-4
Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm - PLAN AREA Unsupported Roof Height up to - 4.60 M (15'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height
4.32
Scaffold Boards - Bamboo scaffolds - Bamboos 8'0" long B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm - PLAN AREA (III) Unsupported Roof Height up to - 7.30 M (24'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height
Nos
2.70
day
0.08
day
0.38
day
0.68
day
0.06
Nos
5.76
Scaffold Boards - Bamboo scaffolds - Bamboos 8'0" long B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm - PLAN AREA 211 Providing ACCESS SCAFFOLD using Cashewrina balli props and bracings supporting wooden brackets, wooden stage scaffold boards including hire charges for cashewrina ballies, wooden baords, scaffolds etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for ELEVATION AREA
Nos
2.70
day
0.12
day
0.54
day
1.08
day
0.08
UNIT 1 sqm Up to - 3.66 M (12'0") A) MATERIAL REQUIREMENT Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height Scaffold Boards - Bamboo scaffolds - Bamboos 8'0" long B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc.,
Amount Rs. 6
1%
Nos
(I)
Rate Rs. 5
1% 1% 1%
1% 1% 1%
Nos
1.74
Nos
0.72
day
0.07
day
0.11
day
0.2
day
0.04 1% 1% 1%
BASIC COST per 1 sqm - VERTICAL ELEVATION AREA (II)
Up to - 7.32 M (24'0") A) MATERIAL REQUIREMENT
746
Remarks 7
BLD-CSTN Index-code
S No
Description
Unit
Quantity
2
3 Nos
4 1.74
Nos
0.38
day
0.12
day
0.22
day
0.36
day
0.04
1
Cashewrina Balli Props - 3" to 4" dia - 12'-0" Height Scaffold Boards - Bamboo scaffolds - Bamboos 8'0" long B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails,de-shuttering oil
Rate Rs. 5
Amount Rs. 6
1% 1%
Tape, cover plates Tools like Hammers etc.,
1%
BASIC COST per 1 sqm - VERTICAL ELEVATION AREA
BLD-CSTN-15-5
212 Providing STAGE SCAFFOLD using Steel Scaffolding Pipe Frames made of 40 mmd ia MS Pipes and bracings with scaffold boards including hire charges for MS Pipe Frames scaffolds boards etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for PLAN AREA
(I)
UNIT 1 sqm Unsupported Roof Height up to - 3.66 M (12'0")
(II)
A) MATERIAL REQUIREMENT Jack Screw Adjsutable Props - 50 mm dia B Class Pipes for vertical props placed @ 3'0" c/c in bothways Lock Pins LD Foot Plates LD Couplers Total Scaffolding Pipes - Appx B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm - PLAN AREA Unsupported Roof Height up to - 7.32 M (24'0") A) MATERIAL REQUIREMENT Heavy Frames - 50 mm dia B Class Pipes (HD Towers) Lock Pins LD Foot Plates LD Couplers Total Scaffolding Pipes - Appx B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc., BASIC COST per 1 sqm - PLAN AREA
Kgs
39.26
day
0.04
day
0.34
day
0.60
day
0.04 1% 1% 1%
Kgs
112.635
day
0.12
day
0.58
day
1.20
day
0.08 1% 1% 1%
747
Remarks 7
BLD-CSTN Index-code
BLD-CSTN-15-6
S No
Description
1 2 213 Providing ACCESS SCAFFOLD using Steel Scaffolding Pipe Frames made of 40 mmd ia MS Pipes and bracings with scaffold boards including hire charges for MS Pipe Frames scaffolds boards etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for ELEVATION AREA
(I)
Unit
Quantity
3
4
Kgs
19.7496
day
0.07
day
0.11
day
0.24
day
0.04
Rate Rs. 5
Amount Rs. 6
UNIT 1 sqm Up to - 3.66 M (12'0") A) MATERIAL REQUIREMENT MS Pipe Scaffold Frames - 1.20 x 1.50 M Approximately 27.3 M Long x 3.66 M High
MS Pipe Bracing structure - 1.5 x 2.25 M Scaffold Board Lock Pins LD Foot Plates LD Couplers Total Scaffolding Pipes - Appx B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc.,
1% 1% 1%
BASIC COST per 1 sqm - VERTICAL ELEVATION AREA (II)
Up to - 7.32 M (24'0") A) MATERIAL REQUIREMENT MS Pipe Scaffold Frames - 1.20 x 1.50 M Approximately 27.3 M Long x 3.66 M High
MS Pipe Bracing structure - 1.5 x 2.25 M Scaffold Board Lock Pins LD Foot Plates LD Couplers Total Scaffolding Pipes - Appx B) LABOUR CHARGES 1st Class Carpenter 2nd Class Carpenter Unskilled Mazdoor Supervision Charges Consumables like Rope, Nails, de-shuttering oil Tape, cover plates Tools like Hammers etc.,
Kgs
19.14
day
0.12
day
0.22
day
0.44
day
0.04 1% 1% 1%
BASIC COST per 1 sqm - VERTICAL ELEVATION AREA Note: HIRE & LIFT CHARGES - for all Scaffolding Materials 1. For Material Lift Charges & Labour rate for scaffolding above 7.32 M - increase @ 50% on labour component for each upper floor on First Floor Rate (7.32 M) 2. For Hire Charges of scaffolding Materials following ratesmay be allowed: Description of Structure a
Cashewrina Ballies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., Let : Cost of Scaffolding materials =
Rs. A
Scrap value of Scaffolding materials = Rs. B (Usually B = A * 10%) Number of uses of Scaffolding materials = C Therefore, Hire Charges of scaffolding Materials: b
(Rs. A - Rs. B) C
Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates,etc., Let : Cost of Scaffolding materials = Rs. A Scrap value of Scaffolding materials = Rs. B
748
Remarks 7
BLD-CSTN Index-code
S No 1
Description 2 (Usually B = A * 10%) Period of Hire of Scaffolding materials, in years = Life of Scaffolding materials, in years = Therefore, Hire Charges of scaffolding Materials:
Unit
Quantity
3
4
Rate Rs. 5
Amount Rs. 6
C D [(Rs. A - Rs. B)*C] D
Note: While calculating the Capital Cost of the materials, deprication shall be allowed based on the service life of the materials. Number of uses of Scaffolding materials (C ) Wooden Materials - No of Uses - 10 Times (C) Period of Hire of Steel Scaffolding materials, in years = 1.64 (200 days per Annum) Life of Steel Forms & Scafholding Material - 3 Years (D) Period of Requirement of Centering Material Slabs : 14 + 4 = 18 days Columns : 1.50 days Foundations : 2 days
749
Remarks 7
PHE
Statement Showing Comparative Data Drinking Water Supply Schemes (Public Health) Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
Remarks 7
Sub Analysis
Lowering C.I. Pipes, A class and specials with s/s ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/94) Assumtion 10 m
Common Data
200 mm dia CI pipes 5m long (class ‘A’) Weight = 2 x 257 kgs = 514 kgs = 5.14 quintal (a) LABOUR:
1
PHE-LCIS-1
i
ii
iii
iv
v
st day Plumber 1 class nd day Plumber 2 class day Man mazdoor (b) Cost for 10 metres Rate per metre = b/10 Rate for 1 kg = b/514 Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994)
Note : The Labour charges for cost of Lowering & Laying per 1 kg weight shall be as per sub-analysis made for 200 mm dia CI Pipes S/s ends. Details of cost for 5m 80 mm dia pipe Weight of 5m length = (79 +85.5 + 92)/3 = 85.5 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 100 mm dia pipe Weight of 5m length = (100+109+117)/3 = 108.67 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 125 mm dia pipe Weight of 5m length = (130+141+153)/3 = 141.33 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 150mm dia pipe Weight of 5m length = (162+178+191)/3 = 177 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 200 mm dia pipe Weight of 5m length = (237+257+278)/3 = 257.33 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5
0.102 0.238 1.330
kgs
85.500
kgs
108.670
kgs
141.330
kgs
177.000
kgs
257.330
864
Index-code
S No 1 vi
vii
viii
ix
x
xi
xii
xiii
xiv
xv
Description
Unit
Quantity
2
3
4
kgs
347.670
kgs
449.670
kgs
564.000
kgs
688.330
kgs
832.670
kgs
970.670
kgs
1296.000
kgs
1672.000
kgs
1874.330
kgs
2092.670
250 mm dia pipe Weight of 5m length = (319+348+376)/3 = 347.67 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 300 mm dia pipe Weight of 5m length = (412+450+487)/3 = 449.67 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 350 mm dia pipe Weight of 5m length =(519+563+610)/3=564 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 400 mm dia pipe Weight of 5m length =(631+690+744)/3=688.33 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 450mm dia pipe s/s for 5m Weight of 5m length =(761+836+901)/3=832.67 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 500 mm dia pipe Weight of 5m length =(892+971+1049)/3=970.67 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 600 mm dia pipe Weight of 5m length =(1188+1296+1404)/3=1296 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 700mm dia pipe s/s for 5m Weight of 5m length =(1533+1675+1808)/3=1672 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 750 mm dia pipe Weight of 5m length =(1718+1876+2029)/3=1874.33 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 800 mm dia pipe Weight of 5m length =(1922+2093+2263)/3=2092.67 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
865
Index-code
S No 1
Description
Unit
Quantity
2
3
4
kgs
2544.000
kgs
3068.000
kgs
22.490
kgs
28.450
kgs
36.950
kgs
46.470
kgs
66.860
kgs
90.530
kgs
116.860
kgs
147.320
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
xvi 900 mm dia pipe
Weight of 5m length =(2342+2544+2766)/3=2554 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 xvii 1000 mm dia pipe Weight of 5m length =(2814+3072+3318)/3=3068 (a) Labour charges for laying (b) Overheads & Contractors Profit (c) Cost for 5 metres = a+b Rate per metre = c/5 2
PHE-LCIF-2
Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994) Note : The cost of lowering and laying is taken as per sub analysis made for S/S ends.
Details of cost for 10m 80 mm dia pipe Weight of 1m length = 19.8+(2x3.7)/2.75 = 22.49 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre ii 100 mm dia pipe Weight of 1m length = 25.4+(2x4.2)/2.75 = 28.45 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre iii 125 mm dia pipe Weight of 1m length = 33.1+(2x5.3)/2.75 = 36.95 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre iv 150mm dia pipe Weight of 1m length = 41.6+(2x6.7)/2.75 = 46.47 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre v 200 mm dia pipe Weight of 1m length = 60.1+(2x9.3)/2.75 = 66.86 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre vi 250 mm dia pipe Weight of 1m length = 81.8+(2x12)/2.75 = 90.53 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre vii 300 mm dia pipe Weight of 1m length = 106.1+(2x14.8)/2.75 = 116.86 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre viii 350 mm dia pipe Weight of 1m length = 133.5+(2x19)/2.75 = 147.32 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre i
866
Index-code
S No
Description
Unit
Quantity
2
3
4
kgs
179.620
kgs
216.270
kgs
252.650
kgs
338.500
kgs
437.860
kgs
494.490
day day
3.000 3.000
Hire chargers for Hydralic field test pressure testing including days transportation of water @ Rs. 1200/- (1000+200) / day
3.000
1 ix
x
xi
xii
xiii
xiv
PHE-LCIF-2A
2A
400 mm dia pipe Weight of 1m length = 162.6+(2x23.4)/2.75 = 179.62 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre 450mm dia pipe Weight of 1m length = 197+(2x26.5)/2.75 = 216.27 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre 500 mm dia pipe Weight of 1m length = 229.3+(2x32.1)/2.75 = 252.65 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre 600 mm dia pipe Weight of 1m length = 306.5+(2x44)/2.75 = 338.5 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre 700mm dia pipe s/s for 5m Weight of 1m length = 394.3+(2x59.9)/2.75 = 437.86 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre 750 mm dia pipe Weight of 1m length = 443.8+(2x59.7)/2.75 = 494.49 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre Sub Analysis : (Basic Data)
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
OBSERVED DATA FOR TESTING OF 450 MM DIA PSC MAIN : Pumping main to Hydralic field test pressure including transportation of Water with minimum lead of 500 M
(Length = 500 Mts) taking out put / 500 Mts. Unit = 1 Rmt. Labour Fitters (2 x 3 days) Fitters I Class Fitters II Class Machinery
Materials Pressure guage 3/4" G.I. Pipe (20 mm) Specials Dummies Diesel (2 Lts. / Hr) 30 Hrs. (T) Total Rate per 500 Mts. (r) Rate per 1 Rmt for 450 mm dia (R) Rate per 1 Rmt for 10 mm dia = (10/450) x r Note : Proportionate Testing Charges may be arrived, keeping the diametre of pipe based on this analysis, for an varities of pipes for various Dia Pipes.
Nos RM Ls No. Lts.
0.050 3.000 0.100 60.000
867
Index-code
S No
Description
Unit
Quantity
1
2
3
4
3
Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead, hemp yarn and sundries such as cost of fuel for melting lead, filling with water with lead up to 500m and testing to required pressure complete. (Reference to specifications. BIS No.3114/94/12288:1997) Details of cost for 10 joints 80 mm dia pipe a) Labour day
0.135
day
0.320
day
1.200
q
0.190
litre
0.330
PHE-JCIS-3
i
st
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and Materials needed for testing (as per Sub Analysis 2 A) (d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges
ii
1.000
kg
20.000
rm
50.000
day
0.220
day
0.530
day
1.500
q
0.250
litre
0.330
Amt Rs. 6
PHE Remarks 7
(f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 100 mm dia pipe a) Labour st
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and Materials needed for testing (as per Sub Analysis 2 A)
iii
kg
Rate Rs. 5
kg
1.800
kg
24.000
rm
50.000
day
0.220
day
0.530
day
1.500
q
0.370
litre
0.700
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 125 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead
kg
2.000
kg
28.000
868
Index-code
S No 1
Description
Unit
Quantity
2
3
4
rm
50.000
day
0.270
day
0.630
day
1.650
q
0.420
litre
0.760
c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
iv
Amt Rs. 6
PHE Remarks 7
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 150 mm dia pipe a) Labour st
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
v
Rate Rs. 5
kg
2.000
kg
36.000
rm
50.000
day
0.270
day
0.630
day
1.650
q
0.560
litre
0.756
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 200 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
kg
3.000
kg
54.000
rm
50.000
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10
869
Index-code
S No 1 vi
Description
Unit
Quantity
2
3
4
day
0.280
day day
0.650 1.800
q litre kg
0.650 1.140 3.500
kg
66.000
rm
50.000
day
0.360
day
0.840
day
1.800
q litre kg
0.750 1.520 4.800
kg
76.000
rm
50.000
day
0.400
day
0.950
day
2.250
q litre
0.930 1.700
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
250 mm dia pipe a) Labour st
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 vii 300 mm dia pipe a) Labour st
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 viii 350 mm dia pipe a) Labour Plumber 1st class nd
Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
kg
6.000
kg
90.000
rm
50.000
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10
870
Index-code
S No
Description
Unit
Quantity
2
3
4
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
0.310
day
0.740
day
2.250
q litre
1.120 1.700
1 ix
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
400 mm dia pipe a) Labour st
kg
7.500
kg
105.000
rm
50.000
day
0.540
day
1.260
day
2.550
q
1.210
litre
2.270
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges
x
(f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 450 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
kg
9.500
kg
150.000
rm
50.000
day
0.580
day
1.370
day
2.700
q
1.310
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges
xi
(f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 500 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
litre
2.270
kg
10.000
kg
160.000
rm
50.000
(d) Total = a+b+c
871
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
0.680
day
1.570
day
3.000
q
1.680
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 xii 600 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
litre
2.540
kg
12.000
kg
205.000
rm
50.000
day
0.770
day
1.780
day
3.300
q
2.100
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 xiii 700 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
litre
3.200
kg
13.500
kg
240.000
rm
50.000
day
0.770
day
1.780
day
3.300
q
2.400
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 xiv 750 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead
litre
3.500
kg
14.500
kg
270.000
872
Index-code
S No
Description
Unit
Quantity
2
3
4
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
50.000
day
0.770
day
1.780
day
3.300
q
2.330
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
c) Testing
(d) Total = a+b+c (e) Add for water charges @ 1%on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 xv 800 mm dia pipe a) Labour st
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Fuel wood Kerosene Spun yarn Pig lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and Labour, Materials needed for testing (as per Sub Analysis 2 A)
litre
3.410
kg
15.300
kg
325.000
rm
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges
4
PHE-JCIR-4
i
(f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint =h/10 Jointing C.I., D.I. pipes and fittings with rubber gasket (push-onjoint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 Note : Rubber Gaskets shall be added seperately. Details of cost for 10 Joints 80 mm dia pipe a) Labour day Plumber 2nd class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.300 0.800 50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
873
Index-code
S No 1 ii
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
100 mm dia pipe a) Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.500 1.000
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 iii
125 mm dia pipe a) Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.500 1.000
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 iv
150 mm dia pipe a) Labour day Plumber 2nd class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.600 1.100
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
874
Index-code
S No 1 v
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
200 mm dia pipe a) Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.600 1.100
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 vi
250 mm dia pipe a) Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.620 1.200
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 vii
300 mm dia pipe a) Labour day Plumber 2nd class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.800 1.200
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
875
Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
viii 350 mm dia pipe
a)
Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.900 1.500
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 viii 400 mm dia pipe
a)
Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.000 1.500
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 ix
450 mm dia pipe a) Labour day Plumber 2nd class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.200 1.700
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
876
Index-code
S No 1 x
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
500 mm dia pipe a) Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.300 1.800
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xi
600 mm dia pipe a) Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.500 2.000
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xii
650 mm dia pipe a) Labour day Plumber 2nd class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.600 2.100
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
877
Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
xiii 700 mm dia pipe
a)
Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.700 2.200
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xix 750 mm dia pipe
a)
Labour nd day Plumber 2 class day Man mazdoor b) Material each Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
1.700 2.200
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xx
800 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Foreman (work inspector) Non technical b) Material Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
2.350
day
4.700
day
0.650
each rm
50.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
878
Index-code
S No
Description
Unit
Quantity
2
3
4
Plumber 1 class nd Plumber 2 class Foreman (work inspector) Non technical b) Material Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
2.750
day
5.500
day
0.700
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
xxi 900 mm dia pipe
a)
Labour st
each rm
50.000
day
3.000
day
6.000
day
0.750
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xxii 1000 mm dia pipe
a)
Labour st
Plumber 1 class Plumber 2nd class Foreman (work inspector) Non technical b) Material Rubber gasket c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
each rm
50.000
Plumber 1st class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 16mm dia 60mm long Rubber insertion 5mm thick White lead c) Testing
day
0.090
day
0.210
day
0.800
kg kg
6.800 2.125
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 5
PHE-JCIF-5
i
Jointing CI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)
Details of cost for 10 joints 80 mm dia pipe a) Labour
27.500
(d) Total = a+b+c
879
Index-code
S No 1
ii
Description
Unit
Quantity
2
3
4
(e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 100 mm dia pipe a) Labour day Plumber 1st class nd day Plumber 2 class day Man mazdoor b) Material kg Bolts and nuts 16mm dia 60mm long kg Rubber insertion 5mm thick White lead c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
0.150 0.350 1.000 13.600 2.540
27.500
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 iii
125 mm dia pipe a) Labour st
Plumber 1 class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 16mm dia 60mm long Rubber insertion 5mm thick White lead c) Testing
day
0.150
day
0.350
day
1.000
kg kg
13.600 3.140
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
27.500
day
0.180
day
0.420
day
1.100
kg kg
24.000 4.300
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 iv
150 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 20mm dia 65mm long Rubber insertion 5mm thick White lead
880
Index-code
S No 1
Description
Unit
Quantity
2
3
4
rm
27.500
c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
v
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 200 mm dia pipe a) Labour st day Plumber 1 class nd day Plumber 2 class day Man mazdoor b) Material kg Bolts and nuts 20mm dia 70mm long kg Rubber insertion 5mm thick White lead c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.180 0.420 1.100 25.200 6.160
27.500
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 vi
250 mm dia pipe a) Labour day Plumber 1st class nd day Plumber 2 class day Man mazdoor b) Material kg Bolts and nuts 20mm dia 75mm long kg Rubber insertion 5mm thick White lead c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A) (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
0.200 0.420 1.200 39.600 8.500
27.500
881
Index-code
S No
Description
Unit
Quantity
2
3
4
Plumber 1 class nd Plumber 2 class Man mazdoor b) Material Bolts and nuts 20mm dia 75mm long Rubber insertion 5mm thick White lead c) Testing
day
0.240
day
0.560
day
1.200
kg
39.600
kg
10.280
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
27.500
Plumber 1 class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 20mm dia 80mm long Rubber insertion 8mm thick White lead c) Testing
day
0.300
day
0.600
day
1.500
kg
54.400
kg
21.260
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
27.500
Plumber 1st class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 24mm dia 85mm long Rubber insertion 8mm thick White lead c) Testing
day
0.300
day
0.700
day
1.500
kg kg
98.400 27.640
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
27.500
day
0.360
day
0.840
1 vii
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
300 mm dia pipe a) Labour st
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 viii 350 mm dia pipe a) Labour st
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 ix
350 mm dia pipe a) Labour
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges
x
(f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 450 mm dia pipe a) Labour Plumber 1st class Plumber 2nd class
882
Index-code
S No
Description
Unit
Quantity
2
3 day
4 1.700
kg kg
123.000 22.660
rm
27.500
Plumber 1st class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 24mm dia 90mm long Rubber insertion 8mm thick White lead c) Testing
day
0.390
day
0.910
day
1.800
kg kg
134.000 38.190
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
27.500
Plumber 1st class Plumber 2nd class Man mazdoor b) Material Bolts and nuts 24mm dia 90mm long Rubber insertion 8mm thick White lead c) Testing
day
0.450
day
1.050
day
2.000
kg
192.000
kg
51.710
Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
rm
27.500
1
Man mazdoor b) Material Bolts and nuts 24mm dia 85mm long Rubber insertion 8mm thick White lead c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
xi
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 500 mm dia pipe a) Labour
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xii
600 mm dia pipe a) Labour
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10
883
Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
xiii 700 mm dia pipe
a) Labour st day Plumber 1 class nd day Plumber 2 class day Man mazdoor b) Material kg Bolts and nuts 24mm dia 90mm long kg Rubber insertion 8mm thick White lead c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
0.510 1.190 2.200 244.800 68.910
27.500
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 xiv 750 mm dia pipe
a)
Labour st day Plumber 1 class nd day Plumber 2 class day Man mazdoor b) Material kg Bolts and nuts 24mm dia 90mm long kg Rubber insertion 8mm thick White lead c) Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
6
PHE-LRCS-6
i
0.510 1.190 2.200 260.400 78.430
27.500
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e+f (g) Overheads & Contractors Profit (h) Cost for 10 joints (f+g) Rate per joint = h/10 Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 Unit= 1 rmt Taking out put 100 rmt 80 mm dia a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985
day
0.780
day
1.800
day
5.000
day
1.300
each
50.000
884
Index-code
S No 1
Description
Unit
Quantity
2
3
4
rm
100.000
day
0.960
day
2.240
day
6.300
day
1.600
each
50.000
rm
100.000
day
1.170
day
2.730
day
7.800
day
1.600
each
50.000
rm
100.000
c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 ii
100 mm dia a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A) (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
iii
150 mm dia a) Labour Mason 1st class nd Mason 2 class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A) (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
885
Index-code
S No
Description
Unit
Quantity
2
3
4
Mason 1 class nd Mason 2 class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
1.170
day
2.730
day
7.800
day
1.600
each
50.000
rm
100.000
day
1.620
1 iv
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
200 mm dia a) Labour st
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 v
225 mm dia a) Labour st
Mason 1 class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
3.780
day
10.500
day
2.300
each
50.000
rm
100.000
day
1.620
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 vi
250 mm dia a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
3.780
day
10.500
day
2.300
each
50.000
rm
100.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
886
Index-code
S No 1 vii
Description
Unit
Quantity
2
3
4
day
1.750
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
300 mm dia a) Labour st
Mason 1 class nd Mason 2 class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
4.140
day
11.600
day
2.300
each
40.000
rm
100.000
day
1.900
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 viii 350 mm dia
a)
Labour st
Mason 1 class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
4.500
day
12.700
day
2.400
each
40.000
rm
100.000
day
2.100
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 ix
400 mm dia a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
4.900
day
13.900
day
2.900
each
40.000
rm
100.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
887
Index-code
S No 1 x
Description
Unit
Quantity
2
3
4
day
2.250
Amt Rs. 6
PHE Remarks 7
450 mm dia a) Labour st
Mason 1 class nd Mason 2 class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
xi
Rate Rs. 5
day
5.250
day
15.000
day
3.300
each
40.000
rm
100.000
day day day day
2.430 5.670 16.200 3.300
each
40.000
rm
100.000
day
2.750
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 500 mm dia a) Labour Mason 1st class nd Mason 2 class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 xii
600 mm dia a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor(water carrier) b) Material Rubber rings conforming BIS 5382/1985 c) Testing Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)
day
6.450
day
16.300
day
3.300
each
40.000
rm
100.000
(d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
888
Index-code
S No 1 7
PHE-LJGI-7
i
ii
iii
Description
Unit
Quantity
2 Lowering and Jointing G.I. pipes and specials / fittings including excavation of trench of 0.5m width and 0.50 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes and also including cost of jointing materials but excluding the cost of pipes. Reference to specifications. BIS No.783/85
3
4
day
0.060
day
0.160
cum
2.500
m
10.000
Details of cost for 10m 15mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 20mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 25mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
L.S.
day
0.060
day
0.160
cum
2.500
m
10.000
L.S.
day
0.120
day
0.250
cum
2.500
m
10.000
L.S.
889
Index-code
S No
Description
Unit
Quantity
1
2
3
4
iv
32mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
day
0.120
day
0.250
cum
2.500
m
10.000
v
vi
40mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 50mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
L.S.
day
0.160
day
0.330
cum
2.500
m
10.000
L.S.
day
0.160
day
0.330
cum
2.500
m
10.000
L.S.
890
Index-code
S No
Description
Unit
Quantity
1
2
3
4
vii
65mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100
day
0.250
day
0.660
cum
2.500
m
10.000
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
L.S.
viii 80mm dia nominal bore
ix
a) Labour day Plumber 2nd class day Man mazdoor cum E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material m G.I. pipes L.S. white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 100mm dia nominal bore a) Labour day Plumber 2nd class day Man mazdoor cum E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material m G.I. pipes L.S. white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c
0.250 0.660 2.500 10.000
0.370 0.970 2.500 10.000
(e) Add for water charges @ 1% on Labour & Testing Charges
x
(f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 150mm dia nominal bore a) Labour Plumber 2nd class Man mazdoor E.W.Excavation & refilling 10x0.50x0.50=2.50cum b) Material G.I. pipes white lead, hemp yarn, oil etc. c) Machinery Nil (d) Total = a+b+c
day
0.580
day
1.540
cum
2.500
m
10.000
L.S.
891
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
0.330
day
0.330
Each
1.000
Each
1.000
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit (h) Cost for 100 rmt (f+g) Rate per rmt = h/100 8
PHE-GIDM-8
i
ii
iii
Making connection of G.I. distribution branch with G.I. main by providing and fixing tee, including cutting and threading the pipes and fixing tee etc., complete. Reference to specifications. BIS No.783/85 Details of cost for 1 No 25mm branch from 40mm nominal dia main a) Labour Plumber 2nd class Man mazdoor b) Material G.I. tee 25mm dia. G.I. Jam nut 25mm
Sundries c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit Rate per 1No (f+g) 50 mm branch from 80 mm nominal dia main a) Labour day Plumber 2nd class day Man mazdoor b) Material Each G.I. tee 50mm dia. Each G.I. Jam nut 50mm Sundries c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit Rate per 1No (f+g) 100mm branch from 150mm nominal dia main a) Labour day Plumber 2nd class day Man mazdoor b) Material Each G.I. tee 150mm dia. Each G.I. Jam nut 150mm
0.450 0.450 1.000 1.000
0.450 0.450 1.000 1.000
Sundries c) Machinery Nil (d) Total = a+b+c (e) Add for water charges @ 1% on Labour & Testing Charges (f) Total = d+e (g) Overheads & Contractors Profit Rate per 1No (f+g)
892
Index-code
S No
Description
Unit
Quantity
1
2
3
4
9
Lowering and laying AC pressure pipes (class 5 & 10) in ready made trenches true to alignment and gradient including all sundries but excluding conveyance from source of supply. Reference to specifications BIS 6530/72 Details of cost for 1rmt Note : The Coat of lowring, laying is taken for 1 kg weight as per sub-analysis made for CI SS ends.
A
Class 10 & 15 pipes :
kgs
6.225
kgs
7.990
kgs
10.262
kgs
13.665
kgs
22.200
kgs
28.450
kgs
38.562
kgs
47.237
kgs
60.275
kgs
71.625
PHE-LACP-9
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
i
80 mm dia pipe Weight of 1m length = (6.225+6.225)/2 = 6.225 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre ii 100 mm dia pipe Weight of 1m length = (7.8+8.18)/2 = 7.99 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre iii 125 mm dia pipe Weight of 1m length = (9.8+10.725)/2 = 10.262 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre iv 150 mm dia pipe Weight of 1m length = (12.15+15.18)/2 = 13.665 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre v 200 mm dia pipe Weight of 1m length = (19.1+25.3)/2 = 22.2 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre vi 250 mm dia pipe Weight of 1m length = (24.9+32)/2 = 28.450 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre vii 300 mm dia pipe Weight of 1m length = (32.2+44.925)/2 =38.562 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre viii 350 mm dia pipe Weight of 1m length = (13.6+54.875)/2 = 47.237 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre ix 400 mm dia pipe Weight of 1m length = (49.125+71.425)/2 =60.275 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre x 450 mm dia pipe Weight of 1m length = (59.225+84.025)/2 = 71.625 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre
893
Index-code
S No
Description
Unit
Quantity
2
3
4
kgs
88.725
kgs
125.262
kgs
7.378
kgs
11.587
kgs
15.087
kgs
21.275
kgs
36.425
kgs
46.412
kgs
66.075
kgs
76.412
kgs
104.225
kgs
125.360
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
xi
500 mm dia pipe Weight of 1m length = (73.2+104.25)/2 = 88.725 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre xii 600 mm dia pipe Weight of 1m length = (102.5+148.025)/2 = 125.262 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre B
Class 20 & 25 pipes :
i
80 mm dia pipe Weight of 1m length = (6.23+8.525)/2 = 7.378 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre ii 100 mm dia pipe Weight of 1m length = (10.35+12.825)/2 =11.587 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre iii 125 mm dia pipe Weight of 1m length = (13.35+16.825)/2 = 15.087 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre iv 150 mm dia pipe Weight of 1m length = (18.9+23.65)/2 = 21.275 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre v 200 mm dia pipe Weight of 1m length = (32.1+40.75)/2 = 36.425 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre vi 250 mm dia pipe Weight of 1m length = (41.175+51.65)/2 = 46.412 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre vii 300 mm dia pipe Weight of 1m length = (58.1+74.05)/2 = 66.075 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre viii 350 mm dia pipe Weight of 1m length = (71.275+81.55)/2 = 76.412 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre ix 400 mm dia pipe Weight of 1m length = (93.05+115.4)/2 = 104.225 kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre x 450 mm dia pipe Weight of 1m length = (111.275+139.45)/2 = 125.36 kgs
(a) Labour charges for laying (b) Overheads & Contractors Profit
Rate per metre
894
Index-code
S No
Description
Unit
Quantity
2
3
4
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
xi
PHE-JACP-10
500 mm dia pipe Weight of 1m length = (136.325+171.275)/2 = 153.8 kgs kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre xii 600 mm dia pipe Weight of 1m length = (192.925+245.9)/2 = 219.412 kgs kgs (a) Labour charges for laying (b) Overheads & Contractors Profit Rate per metre 10 Jointing A.C. pressure pipes with A.C. coupling or C.I. detachable joints complete with rubber rings including filling with water, with a water lead up to 500m and testing to required pressure etc., complete but excluding cost of jointing materials and conveyance of pipe from source of supply. Reference to specifications BIS No.6530/72 (Labour Charges Only)
153.800
219.412
Detail of cost for 10 joints Sub Analysis : For Machinery used for testing OBSERVED DATA FOR TESTING OF 450 MM DIA PSC MAIN : Pumping main to Hydralic field test pressure including transportation of Water with minimum lead of 500 M
(Length = 500 Mts) taking out put / 500 Mts. Unit = 1 Rmt. Machinery Hire chargers for Hydralic field test pressure testing including days transportation of water @ Rs. 1200/- (1000+200) / day
3
Materials Pressure guage
Nos
0.05
3/4" G.I. Pipe
Mts
3
Specials
Ls
Dummies
No.
0.1
Diesel (2 Lts. / Hr) 30 Hrs.
Lts.
60
(T) Total Rate per 500 Mts. (r) Rate per 1 Rmt for 450 mm dia (R) Rate per 1 Rmt for 10 mm dia = (10/450) x r i
80 mm dia meter pipe (a) Labour day Plumber 1st class day Plumber 2nd class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10
0.180 0.420 1.600 40.000
895
Index-code
S No 1 ii
iii
iv
v
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
100 mm dia meter pipe (a) Labour st day Plumber 1 class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 125 mm dia meter pipe (a) Labour st day Plumber 1 class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 150 mm dia meter pipe (a) Labour
day Plumber 1st class day Plumber 2nd class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 200 mm dia meter pipe (a) Labour day Plumber 1st class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A)
0.300 0.700 2.000 40.000
0.300 0.700 2.000 40.000
0.360 0.840 2.200 40.000
0.360 0.840 2.200 40.000
896
Index-code
S No 1
vi
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 250 mm dia meter pipe (a) Labour
st day Plumber 1 class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 vii 300 mm dia meter pipe (a) Labour
day Plumber 1st class day Plumber 2nd class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 viii 350 mm dia meter pipe (a) Labour day Plumber 1st class day Plumber 2nd class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10
0.480 1.120 2.600 40.000
0.480 1.120 2.600 40.000
0.600 1.400 3.000 40.000
897
Index-code
S No 1 ix
x
xi
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
400 mm dia meter pipe (a) Labour st day Plumber 1 class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 450 mm dia meter pipe (a) Labour st day Plumber 1 class day Plumber 2nd class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 500 mm dia meter pipe (a) Labour
day Plumber 1st class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A) (c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 xii 600 mm dia meter pipe (a) Labour day Plumber 1st class nd day Plumber 2 class day Man mazdoor Total (b) Machinery for Testing of Pipelines with required rm pressure as per relevant IS Specification including hire charges of testing equipment and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A)
0.600 1.400 3.000 40.000
0.720 1.680 3.400 40.000
0.720 1.680 3.400 40.000
0.840 1.960 3.800 40.000
898
Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(c) Add for water charges @ 1% on Labour & Testing Charges (d) Total = a+b+c (e) Overheads & Contractors Profit (f) Cost for 10 joints = d+e Rate per each joint = f/10 11
PHE-LJUP-11
Lowering, laying, jointing and testing to hydralic test pressure including cost of water with minimum water lead of 500m for UPVC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials as per BIS No. 7634 - Part III - 1975 Sub Analysis for 160 mm Dia : Taking output : Length - 500 m ; Joints - 83 Nos (a) Labour For lowering / sub surface transport day Mazdoor Jointing day Fitter day Mazdoor Testing Testing of Pipelines with required pressure as per relevant IS rm Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and labour, Materials needed for testing (as per Sub Analysis 2 A) Total (b) Material Add for Water charges at 1% on Labour & Testing (c) Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/500 Rate per 10 mm / 1rm
A
All Classes pipes :
i
63 mm dia pipe Weight of 1m length = (0.468+0.666+1.01)/3 =0.715 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b 75 mm dia pipe Weight of 1m length = (0.655+0.923+1.439)/3 =1.005 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b 90 mm dia pipe Weight of 1m length = (0.924+1.321+2.032)/3 =1.426 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b 110 mm dia pipe Weight of 1m length = (1.323+1.902+3.062)/3 =2.096 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b 125 mm dia pipe Weight of 1m length = (1.722+2.511+3.929)/3 =2.72 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b
ii
iii
iv
v
7.000 2.000 4.000 500.000
Lt
rm
6.300
rm
7.500
rm
9.000
rm
11.000
rm
12.500
899
Index-code
S No 1
Description
Unit
Quantity
2
3
4
rm
14.000
rm
16.000
rm
18.000
rm
20.000
rm
22.500
rm
25.000
rm
28.000
rm
31.500
day
4.000
day day
1.000 2.000
day day day
1.000 2.000 1.000
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
vi
140 mm dia pipe Weight of 1m length = (2.144+3.116+4.905)/3 =3.388 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b vii 160 mm dia pipe Weight of 1m length = (2.799+4.012+6.414)/3 =4.408 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b viii 180 mm dia pipe Weight of 1m length = (3.581+5.134+8.092)/3 =5.602 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b ix 200 mm dia pipe Weight of 1m length = (4.331+6.351+10.001)/3 =6.894 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b x 225 mm dia pipe Weight of 1m length = (5.511+7.975+12.675)/3 =8.72 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b xi 250 mm dia pipe Weight of 1m length = (6.674+9.886+15.666)/3 =10.742 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b xii 280 mm dia pipe Weight of 1m length = (8.453+12.404+19.616)/3 =13.491 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b xiii 315 mm dia pipe Weight of 1m length = (10.682+15.723+24.732)/3 =17.046 kgs (a) Labour charges for laying, jointing & testing (b) Overheads & Contractors Profit Rate per metre a+b 12
PHE-LJHE-12
i
Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure. Note : Specialized labour is needed for execution of laying & jointing for HDPE Pipes with buttfusion welding technique as per IS Specification. 63 mm Dia Taking output : Length - 480 m ; Joints - 40 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total
900
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
1.000
Lt Lt Lt day
4.000 8.000
day
4.000
day day
1.000 2.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
4.000 8.000
day
5.000
day day
1.000 2.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
5.000 8.000
day
6.000
day day
1.000 2.000
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(b) Machinery Hirecharges of Generator Set & Hydraulic Testing Equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/480 ii
1.000
75 mm Dia Taking output : Length - 456 m ; Joints - 38 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/456 iii
90 mm Dia Taking output : Length - 432 m ; Joints - 36 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/432 iv
1.000
1.000
110 mm Dia Taking output : Length - 384 m ; Joints - 32 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor
901
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
6.000 8.000
day
7.000
day day
2.000 3.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
7.000 8.000
day
7.000
day day
2.000 3.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
8.000 8.000
Testing Fitter Mazdoor Supervisor Total (b) Machinery Hirecharges of Generator Set & Hydraulic Testing Equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/384 v
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
1.000
125 mm Dia Taking output : Length - 348 m ; Joints - 29 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/348 vi
1.000
140 mm Dia Taking output : Length - 300 m ; Joints - 25 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/300
1.000
902
Index-code
S No 1 vii
Description
Unit
Quantity
2
3
4
day
7.000
day day
2.000 4.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
9.000 8.000
day
8.000
day day
2.000 4.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
10.000 8.000
day
10.000
day day
2.000 6.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
11.000 8.000
160 mm Dia Taking output : Length - 303 m ; Joints - 25 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/303 viii 180 mm Dia Taking output : Length - 240 m ; Joints - 20 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total Labour (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
ix
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/240 200 mm Dia Taking output : Length - 240 m ; Joints - 20 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
x
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/240 225 mm Dia Taking output : Length - 216 m ; Joints -18 Nos (a) Labour For lowering / sub surface transport
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
1.000
1.000
1.000
903
Index-code
S No 1
Description
Unit
Quantity
2
3 day
4 10.000
day day
2.000 6.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
12.000 8.000
day
11.000
day day
2.000 6.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
13.000 8.000
day
12.000
day day
2.000 6.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
14.000 8.000
day
12.000
day day
2.000 6.000
Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
xi
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/216 250 mm Dia Taking output : Length - 216 m ; Joints - 18 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/216 xii 280 mm Dia Taking output : Length - 192 m ; Joints - 16 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/192 xiii 315 mm Dia Taking output : Length - 180 m ; Joints - 15 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
1.000
1.000
1.000
904
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
15.000 8.000
day
14.000
day day
2.000 8.000
day day day
1.000 2.000 1.000
day
1.000
Lt Lt Lt day
16.000 8.000
day
0.600
day
1.400
day
3.000
day
1.000
each/r m t/kg
50.000
cum
0.045
kgs
4.500
Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/180 xiv 355 mm Dia Taking output : Length - 144 m ; Joints - 12 Nos (a) Labour For lowering / sub surface transport Mazdoor Jointing Fitter Mazdoor Testing Fitter Mazdoor Supervisor Total (b) Machinery Hire charges of Generator Set & Hydraulic testing equipment
(c) Material Kerosene Diesel Water for Testing Transport Overheads & Contractors Profit (d) Total (a+b+c) Rate per RM =d/144 13
PHE-LJSW-13
i
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
1.000
1.000
Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)
Detail cost for 30 meters 100 mm dia (a) Labour Mason 1st class nd Mason 2 class Man mazdoor Woman mazdoor (Water carrier) b) Material 100 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b
0.065
905
Index-code
S No 1
ii
Description
Unit
Quantity
2
3
4
day
0.900
day
2.100
day
4.000
day
1.000
each t
50.000 0.097
cum
0.068
kgs
9.000
day
1.050
day
2.450
day
4.500
day
1.250
each t
50.000 0.130
iv
Amt Rs. 6
PHE Remarks 7
(d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30 150 mm dia (a) Labour st
iii
Rate Rs. 5
Mason 1 class Mason 2nd class Man mazdoor Woman mazdoor (Water carrier) b) Material 150 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30 200 mm dia (a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor (Water carrier) b) Material 200 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30 230 mm dia (a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor (Water carrier) b) Material 230 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30
cum
0.091
kgs
12.000
day
1.200
day
2.800
day
5.000
day
1.500
each t
50.000 0.146
cum
0.102
kgs
13.500
906
Index-code
S No
Description
Unit
Quantity
2
3
4
Mason 1 class nd Mason 2 class Man mazdoor Woman mazdoor (Water carrier) b) Material 250 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30 300 mm dia (a) Labour
day
1.350
day
3.150
day
5.500
day
1.500
each t
50.000 0.162
1 v
Amt Rs. 6
PHE Remarks 7
250 mm dia (a) Labour st
vi
Rate Rs. 5
st
Mason 1 class nd Mason 2 class Man mazdoor Woman mazdoor (Water carrier) b) Material 300 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30 vii 350 mm dia (a) Labour Mason 1st class Mason 2nd class Man mazdoor Woman mazdoor (Water carrier) b) Material 350 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30
cum
0.113
kgs
15.000
day
1.500
day
3.500
day
6.000
day
1.500
each t
50.000 0.194
cum
0.136
kgs
18.000
day
1.650
day
3.850
day
7.000
day
1.750
each t
50.000 0.225
cum
0.159
kgs
21.000
907
Index-code
S No
Description
Unit
Quantity
2
3
4
Mason 1 class nd Mason 2 class Man mazdoor Woman mazdoor (Water carrier) b) Material 400 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30 450 mm dia (a) Labour
day
1.800
day
4.200
day
8.000
day
1.750
each t
50.000 0.256
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
viii 400 mm dia
(a) Labour st
ix
st
Mason 1 class Mason 2nd class Man mazdoor Woman mazdoor (Water carrier) b) Material 450 mm dia SW pipe 60cm long Cement for 50 joints =0.045 cum Sand = 0.045 cum Spun yarn = 0.09x50=4.50 (c) Total = a+b (d) Add for water charges @ 1% on Labour & Testing Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 30 m (e+f) Rate per metre = g/30
PHE-CISP14(sub_analys is)
14
15
i
24.000
day day day day
2.100 4.900 10.000 2.000
each t
50.000 0.293
cum
0.204
kgs
27.000
day day
0.465 1.094
day
2.480
kgs
35.470
Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces
Details of cost for 1No 80 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves Weight (32.3+34.1+40)/3=35.47
ii
0.181
kgs
Sub Analysis : Labour charges for laying in position S&S or flanged C.I. specials such as tees, bends, collars tapers and caps etc 10 No. Tees of 200x150mm dia Weight = 10x70kgs = 700 kgs (a) Labour Plumber 1st class Plumber 2nd class Man mazdoor Cost for 700 kgs Cost for 1kg
PHE-CISV-15
cum
Overheads & Contractors Profit Rate per 1 Sluice valve 100 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex kgs valves - Weight (44.3+47+50)/3=47.1 (g) Overheads & Contractors Profit Rate per 1 Sluice valve
47.100
908
Index-code
S No 1
Description
Unit
Quantity
2
3
4
kgs
61.770
kgs
79.830
kgs
131.700
kgs
187.160
kgs
266.460
kgs
450.000
kgs
552.500
kgs
722.500
kgs
837.500
kgs
1422.500
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
iii
125 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - Weight (56.3+59+70)/3=61.77 (g) Overheads & Contractors Profit Rate per 1 Sluice valve iv 150 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (72.5+77+90)/3=79.83 (g) Overheads & Contractors Profit Rate per 1 Sluice valve v 200 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (121.5+128.6+145)/3=131.7 (g) Overheads & Contractors Profit Rate per 1 Sluice valve vi 250 mm dia meter Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (179.9+186.6+195)/3=187.16 (g) Overheads & Contractors Profit Rate per 1 Sluice valve vii 300 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (242.4+257+300)/3=266.46 (g) Overheads & Contractors Profit Rate per 1 Sluice valve viii 350 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (430+470)/2=450 Overheads & Contractors Profit Rate per each ix 400 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (525+580)/2=552.5 Overheads & Contractors Profit Rate per each x 450 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (635+810)/2=722.5 Overheads & Contractors Profit Rate per each xi 500 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (775+900)/2=837.5 Overheads & Contractors Profit Rate per each xii 600 mm dia meter (a) Labour Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (1220+1625)/2=1422.5 Overheads & Contractors Profit Rate per each
909
Index-code
S No
Description
Unit
Quantity
1
2
3
4
16 A
Providing and fixing double acting air valves including boring the main threading the bore and fixing nipple etc.,excluding the cost of rubber insertions, bolts & nuts, air valve & flanged tail pieces complete
kgs
20.000
day
0.180
PHE-DAAV-16
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
Details of cost for each i
50 mm dia meter (a) Labour Labour for laying air valve nd
Plumber 2 class day Man mazdoor Overheads & Contractors Profit Rate per each valve 16 Labour charges for fixing Air valves including boring the mains B and threading the bore fixing nipple etc., complete. i
Unit each 40 mm dia (a) Labour Lowering charges for air valve Boring main & threding etc
0.180
kgs
27.000
day
0.140
day
0.140
kgs
20.000
day
0.110
day
0.110
day Plumber 1st class nd day Plumber 2 class day Man mazdoor Overheads & Contractors Profit Rate per each fire hydrant Note : For other sizes proportionately allow the Data. 18 Dismantling of spindle fire hydrant including stacking of useful materials within 50m lead Details of cost for 10 Nos 65 mm dia (a) Labour Fitter 1st class day day Fitter 2nd class day Man mazdoor Overheads & Contractors Profit Rate per each
0.750
nd
Plumber 2 class Man mazdoor Overheads & Contractors Profit Rate per each valve ii
25 mm dia (a) Labour Lowering charges for air valve Boring main & threding etc Plumber 2nd class Man mazdoor Overheads & Contractors Profit Rate per each valve
17
PHE-SFHD-17
Providing and fixing spindle fire hydrant with 65 mm outlet. Complete with bolts, nuts, and rubber insertion etc. complete but excluding cost of Materials. Details of cost for 1fire hydrants
i
PHE-DSFH-18
65 mm dia (a) Labour 1.750 4.000
0.750 1.750 4.000
910
Index-code
S No 1 19
PHE-URCI-19 i
ii
iii
iv
v
Description
Unit
Quantity
2 Uprooting of C.I. pipes by melting lead, loosening the joints, separating the pipes, hoisting and keeping within a lead of 10 metres but excluding earth work excavation and refilling
3
4
day
0.500
day
4.000
q litre
0.373 0.379
day
0.630
day
4.500
Details of cost for 40.26 m 80mm dia metre (a) Labour nd Assistant fitter(plumber 2 class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 100mm dia metre (a) Labour Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 125mm dia metre (a) Labour nd Assistant fitter(plumber 2 class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 150mm dia metre (a) Labour Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 200mm dia metre (a) Labour Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26
q
0.466
litre
0.379
day
0.760
day
5.000
q
0.559
litre
0.562
day
0.830
day
5.500
q
0.663
litre
0.568
day
1.100
day
6.500
q
0.840
litre
0.757
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
911
Index-code
S No 1 vi
Description
Unit
Quantity
2
3
4
day
1.300
day
7.500
nd
nd
Assistant fitter(plumber 2 class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 viii 350mm dia metre (a) Labour
x
Amt Rs. 6
PHE Remarks 7
250mm dia metre (a) Labour
Assistant fitter(plumber 2 class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 vii 300mm dia metre (a) Labour
ix
Rate Rs. 5
Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 400mm dia metre (a) Labour Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26 450mm dia metre (a) Labour Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26
q
1.026
litre
1.137
day
1.500
day
8.500
q
1.120
litre
1.515
day
1.750
day
9.500
q
1.231
litre
1.515
day
2.000
day
10.500
q
1.306
litre
1.894
day
2.250
day
11.500
q
1.400
litre
2.273
912
Index-code
S No 1 xi
Description
Unit
Quantity
2
3
4
nd
PHE-URRC-20
i
iii
iv
day
2.500
day
12.500
q
1.492
litre
2.652
day
3.000
day
14.500
q
1.580
litre
3.410
Remarks 7
Fitter 2 class Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 Rmt (a+b) Rate per each Rmt = c/10 150mm dia (a) Labour
day
0.100
day
0.400
day
0.450
Fitter 2nd class Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 Rmt (a+b) Rate per each Rmt = c/10 225mm dia (a) Labour
day
0.100
day
0.490
day
0.560
Fitter 2nd class Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 Rmt (a+b) Rate per each Rmt = c/10 300mm dia (a) Labour
day
0.100
day
0.490
day
0.670
Fitter 2nd class Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 Rmt (a+b) Rate per each Rmt = c/10
day
0.100
day
0.490
day
0.790
Uprooting of R.C.C. Pipes including breaking the collars, loosing the joint, scraping the pipe, hoisting and keeping within a lead of 10 M but excluding earthwork excavation and refilling Taking output 10.00 Rmt 100mm dia (a) Labour nd
ii
PHE
600mm dia metre (a) Labour Assistant fitter(plumber 2nd class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26
20
Amt Rs. 6
500mm dia metre (a) Labour Assistant fitter(plumber 2 class) Man mazdoor b) Material For breacking lead coulked joints, melting lead etc., Fuel wood Kerosene oil (c) Total = a+b (d) Overheads & Contractors Profit (e) Cost for 40.26 m (c+d) Rate per each m = e/40.26
xii
Rate Rs. 5
913
Index-code
S No
Description
Unit
Quantity
1
2
3
4
21
Uprooting of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site with in 50m lead and disposal of un serviceable materials in to municipal dumps excluding the cost of earth work excavation. (Reference to specifications BIS No.)
day
0.490
day
0.360
day
0.490
day
0.450
day
0.490
day
0.510
day
0.490
day
0.540
day
0.490
day
0.570
day
0.490
day
0.630
day day
0.490 0.690
PHE-URSW-21
Details of cost for 10 m 100mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 ii 150mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 iii 200mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 iv 230mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 v 250mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 vi 300mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 vii 350mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
i
914
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
0.660
day
0.750
day
0.660
day
0.810
day
0.130
day
0.260
day day
0.060
day day
0.080
day day
0.110
day day
0.150
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
viii 400mm dia metre
PHE-URGI-22
(a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 ix 450mm dia metre (a) Labour Man mazdoor Women mazdoor (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 22 Removing old G.I.pipes and specials / fittings and cleaning, scraping the pipes, hoisting and keeping with in 50m lead but excluding earth work excavation of trenches and refilling Details of cost for 10 m 15 to 40mm dia (a) Labour Plumber (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 ii Above 40mm dia (a) Labour Plumber (b) Overheads & Contractors Profit (c) Cost for 10 m (a+b) Rate per each m =c/10 23 Cutting C.I. / D.I. pipes without water in mains Details of cost for one cutting i 80 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m ii 100 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m iii 125 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m iv 150 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m i
PHE-CCIP-23
0.060
0.080
0.110
0.150
915
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day day
0.200
day day
0.250
day day
0.300
day day
0.350
day day
0.400
day day
0.450
day day
0.500
day day
0.600
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
v
200 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m vi 250 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m vii 300 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m viii 350 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m ix 400 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m x 450 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m xi 500 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m xii 600 mm dia (a) Labour Asst. Fitter / Plumber 2nd class Man mazdoor (b) Overheads & Contractors Profit Rate per each m
PHE-DTCI-24
24
i
ii
iii
Drilling and tapping C.I./D.I. main and fixing brass screw down ferrule and C.I.mouth cover.(Labour charges only) Details of cost for one no 15 mm dia (a) Labour Plumber day (b) Overheads & Contractors Profit Rate per each m 20 mm dia (a) Labour Plumber day (b) Overheads & Contractors Profit Rate per each m 25 mm dia (a) Labour Plumber day (b) Overheads & Contractors Profit
0.200
0.250
0.300
0.350
0.400
0.450
0.500
0.600
0.130
0.150
0.170
916
Index-code
S No 1
PHE-SHST-25
Description
Unit
Quantity
2
3
4
day
0.570 1.100
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
Rate per each m 25 Shoring and strutting of trenches for water and sewer lines (A) Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)
Depth not exceeding 1.5 M Details of cost for an area 30 M long and 1.5 M deep. Area = 30 x 1.5 = 45 sqm (a) Labour nd
Carpenter 2 class Man mazdoor b) Material Polling boards and ballies Requirement for 45 sqm : Polling Boards of 250 mm x 35 mm (40 x 1.5 x 0.25 x 0.038) Ballies 125 mm dia 1.5 mts long (60 x p x (0.125)2 / 4 x 1.5
day sqm cum cum
Deduct–Credit for materials after use @ 80% of the cost of materials =0.8 x X
c) Machinery Nil Overheads & Contractors Profit (d) Cost for 45 sqm (a+b+c) Rate per each sqm = d/45 (B) Double staging from 8’ to 14 ( 2.5 to 4.5 Metre) Depth not exceeding 1.5 M Details of cost for an area 30 M long and 1.5 M deep. Area = 30 x 1.5 = 45 Sqm (a) Labour Carpenter 2nd class Man mazdoor b) Material Polling boards and ballies Requirement for 45 sqm : Polling Boards of 250 mm x 35 mm (40 x 1.5 x 0.25 x 0.038 = 0.57 cum) Ballies 125 mm dia 1.5 mts long (60 x p x (0.125)2 / 4 x 1.5 = 1.1 cum Deduct – Credit for materials after use @ 80% of the cost of materials = 0.8 x X c) Machinery Nil Overheads & Contractors Profit (d) Cost for 45 sqm (a+b+c) Rate per each sqm = d/45 (C) Triple staging beyond 14’ for every 2 meter (beyond 4.5 M) Depth not exceeding 1.5 M. Note : Add for every 2 Mts (difference of single and double staging) for staging beyond 4.5 mts. 26 Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 PHE-BHLW-26 Meter) below G.L Taking output 3 Rmt Material Bamboos of 1 ½ ”dia 2.5 M long (5 ft c/c = 3 x 2.5) Baboom of 1 ½ ”dia 3.66 M long (5 ft c/c = 3x 3.66) Cost of Bamboos (a) Usage of Material 5 times. Thus Cost of Material taken as 20%
day day
0.500 1.320
sqm cum
0.110
cum
0.220
rmt
7.50 10.98
rmt
917
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
0.500
day
0.750
day
0.250
day
2.000
day
2.000
each m
1.000 0.500
cum
0.920
cum
0.100
(b) Labour Man mazdoor (c) Sundries for Coir rope, nails, @ 1% (d) Sundries for lighting and watching etc at 1% Overheads & Contractors Profit Cost for 3rmt (a+b+c+d) Rate per each rmt = (a+b+c+d)/3 27
PHE-RCVS-27
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
Providing RCC spun vent shaft with cowl 140 mm and 200 mm internal and external dia respectively at top, 300 and 450 mm internal and external dia respectively at bottom and 9.10m overall length. Bottom 1.25 m below ground level fixed in a pit 90cmx90cm x150 cm with cement concrete 1:4:8, 25cm in bed and minimum 20cm all-round with top 15cm in cement concrete 1:2:4. Junction of vent shaft and concrete grouted with cement mortar 1:1 including making connection with sewer manhole with 150 mm dia metre cement concrete pipe of required length complete as per standard design
Details of cost for one vent shaft (a) Labour st
Mason 1 class nd Mason 2 class Man mazdoor (bhandani) Man mazdoor (beldar) b) Material RCC went shaft with cowl RCC pipe 150 mm dia 0.50 m (NP-2 class) Cement Concrete 1:4:8(plain) 0.90 x 0.90 x 135 = 1.094 cum Less for shaft 22/7 x 4 x 0.452 x 1.1= 0.175cum = 0.919 cum Cement Concrete 1:2:4 (plain) 0.90 x 0.90 x 0.15 = 0.122 cum Less for shaft 22/7x4 x 0.452 x 0.15= 0.024cum = 0.098 cum (c) Total (a+b) (d) Add for water charges @ 1% on Labour & Testing Charges on Labour Charges (e) Total = c+d (f) Overheads & Contractors Profit (g) Cost for 1 No = e+f Well Sinking 28 Well sinking in sandy and other loose soils under water either by manual labour, divers or dredgers weighting the top of staining to assist sinking etc., including dewatering and other incidental PHE-WSNP-28 charges such as hire charges for mechanical equipment etc., complete upto 4.0 m dia (For non perennial rivers) i
ii
iii
Upto 2.0 m below G.L. : (a) Labour Man mazdoor (b) Total Rate per Rm = b/2 2.0 to 4.0 m below G.L. : (a) Labour Man mazdoor Sinkers b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 4.0 to 6.0 m below G.L. : (a) Labour Man mazdoor Sinkers b) Machinery
1%
day
105.000
day
70.000 35.000
day hour hour hour L
day day
16.000 56.000 56.000 70.000
56.000 35.000
918
Index-code
S No 1
PHE-WSOW29
Description
Unit
2
3 hour
Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 iv 6.0 to 8.0 m below G.L. : (a) Labour Man mazdoor Sinkers b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 v 8.0 to 10.0 m below G.L. : (a) Labour Man mazdoor Sinkers b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 29 Sinking of RCC 12 m dia well in sandy soils, soft disintegrated rock, loamy and clayey soils etc; under water by manual or mechanical means including dewatering until the completion of sinking of the well to the required depth, the dummies of the weep holes pipes are opened for seepage of water into well, including all hire charges complete as per SS and as directed by the departmental officers (Open well excavation) i
ii
Upto 2.0 m below G.L. : (a) Labour Man mazdoor (b) Total Rate per Rm = b/2 2.0 to 4.0 m below G.L. : (a) Labour Man mazdoor Crane Operator b) Machinery Hire charges for crane Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2
hour hour L
day day hour hour hour L
day day hour
Quantity 4
day
178.000 11.000
hour L
7
64.000 40.000
168.000
hour
Remarks
56.000 56.000 56.000 140.000
day
day
PHE
56.000 35.000
L
hour
Amt Rs. 6
56.000 56.000 56.000 105.000
64.000 64.000 64.000 140.000
hour
Rate Rs. 5
88.000 88.000 440.000
919
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
157.000 48.000 12.000
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
iii
4.0 to 6.0 m below G.L. : (a) Labour Man mazdoor Sinkers Crane Operator b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 iv 6.0 to 8.0 m below G.L. : (a) Labour Man mazdoor Sinkers Crane Operator b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 v 8.0 to 10.0 m below G.L. : (a) Labour Man mazdoor Sinkers Crane Operator b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2 vi 10.0 to 12.85 m below G.L. : (a) Labour Man mazdoor Sinkers Crane Operator b) Machinery Hire charges for crane Hire charges for Air compressor Hire charges for Generator Diesel Overheads & Contractors Profit c) Total Rate per Rm = c/2.85 30 Well sinking in sandy and other loose soils under water either by manual labour, divers or dredgers weighting the top of steining to assist sinking etc., including dewatering and other incidental PHE-WSPR-30 charges such as hire charges for mechanical equipment etc., complete upto 7 m dia (In Perennial Rivers only) i
Upto 2.0 m below G.L. : (a) Labour Man mazdoor Well sinkers b) Machinery Hire charges of set of Helmets & Air circulating pipes / valves Hire charges for crane Hire charges for compressors
day day hour hour hour L
day day day hour hour hour L
day day day hour hour hour L
day day day hour hour hour L
day day day hour hour
96.000 102.000 96.000 1056.000
195.000 120.000 15.000 120.000 124.000 120.000 1334.000
272.000 204.000 17.000 124.000 124.000 136.000 1344.000
360.000 288.000 24.000 192.000 198.000 160.000 2148.000
32.000 64.000 4.00 32.00 32.00
920
Index-code
S No 1
ii
iii
iv
v
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
L Diesel 120.00 Overheads & Contractors Profit c) Total Rate per Rm = c/2 2.0 to 4.0 m below G.L. : (a) Labour day Man mazdoor 40.000 day Well sinkers 80.000 b) Machinery day Hire charges of set of Helmets & Air circulating pipes / valves 5.00 hour Hire charges for crane 40.00 hour Hire charges for compressors 40.00 L Diesel 150.00 Overheads & Contractors Profit c) Total Rate per Rm = c/2 4.0 to 6.0 m below G.L. : (a) Labour day Man mazdoor 48.000 day Well sinkers 96.000 b) Machinery day Hire charges of set of Helmets & Air circulating pipes / valves 6.00 hour Hire charges for crane 48.00 hour Hire charges for compressors 48.00 L Diesel 180.00 Overheads & Contractors Profit c) Total Rate per Rm = c/2 6.0 to 8.0 m below G.L. : (a) Labour day Man mazdoor 56.000 day Well sinkers 112.000 b) Machinery day Hire charges of set of Helmets & Air circulating pipes / valves 7.00 hour Hire charges for crane 56.00 hour Hire charges for compressors 56.00 L Diesel 210.00 Overheads & Contractors Profit c) Total Rate per Rm = c/2 8.0 to 10.0 m below G.L. : (a) Labour day Man mazdoor 64.000 day Well sinkers 128.000 b) Machinery day Hire charges of set of Helmets & Air circulating pipes / valves 8.00 hour Hire charges for crane 64.00 hour Hire charges for compressors 64.00 L Diesel 240.00 Overheads & Contractors Profit c) Total Rate per Rm = c/2 Note : This data shall be adopted for well sinking in perennial rivers. For other rivers, data available for 4.0 m dia infiltration well may be adopted for guidance
921
Index-code
PHE-CCCP-31
S No
Description
Unit
Quantity
1
2
3
4
31
Curing of CC pavement for 21 days including cost and conveyance of water, labour charges, etc., complete
day
42.000
Areas Considered 3 . 5 x 100 mts = 350 sqm Units = 1 sqm Mud quantity is required = 14% of CC area x 5 cm (a) Labour Man mazdoor (21 x 2). b) Machinery Carting earth for 3 kms Hire charges for Water Drum (5 x 21 days) c) Material Earth Work (100 x 3.5 x 14/100 x .05) Supply of Water (240 Lts / cum / day) Overheads & Contractors Profit (d) Total = a+b+c Rate per sqm =d/350 Note : 1. When Curing compound is used @ 1.97 kgs/cum, requirement is 206 Lts / cum per 14 days. 2. This data is for urban areas only
PHE-CSHR-32
PHE-EXRW-33
32
cum
2.450
each
105.000
cum
2.450
L
18900.000
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
water
Cutting sheet rock including stocking of excavated material.
Quality of sheet rock as per stock measurement = 36.53 cumm (taking out put = 36.53 cum) (a) Labour day Man mazdoor b) Machinery each Drilling of holes hr Hire charges for JCB each MS Nokkulu Overheads & Contractors Profit (c) Total = a+b Rate per cum =c/36.53 33 Excavation in Hard Rock (blasting prohibited)
60.000 342.000 3.000 10.000
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means
Unit = cum Taking output = 1 cum a) Labour Mate Mazdoor (Unskilled) Chiseller (Hammer Man) Blacksmith b) Machinery Tipper 5.5 cum capacity, 1 trip per hour Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity Sundries on Labour c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d)
day
-
day
1.100
day
1.500
day
0.060
hour
0.180
cum
0.500
Note : 1. Credit is considered for 50 per cent of quantity of work. 2. Loading for disposal will be done manually, being small quantity. 3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the Contractor.
922
Index-code
S No 1
Description
Unit
Quantity
2
3
4
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
(B) Mechanical Means
Unit = cum Taking output = 1 cum a) Labour day Mate day Mazdoor (Unskilled) b) Machinery Hydraulic excavator 0.9 cum with rock breaker attachment @ 6 hour cum per hour hour Tipper 5.5 cum capacity tipper, 1 trip per hour Credit for excavated rock found suitable for use @ 50 per cent of cum excavated quantity
0.289 0.167 0.180 0.500
Sundries on Labour c&d) Overheads & Contractors Profit Rate per cum = (a+b+c+d) Note : 1. The quality and availability of rock shall be checked before affording credit. 2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent. 3. Being small quantity, manual loading will be economical in this case and has been provided accordingly. 34
PHE-LUSS-34 i
ii
iii
iv
Loading or Unloading materials such as C.I / D.I Pipes, R.C.C. Pipes, P.V.C. pipes, A.C. Pressure pipes and Specials less than 300 mm upto 4 mts in length including stacking. C.I Pipes and Specials (load per truck =6.50 T) Taking Output = 13.00 MT (Load for each Truck 6.5 MT) a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 13 MT Rate per MT RCC Pipes and Collars (load per truck =7.205 T) Taking Output = 14.41 MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 14.41 MT Rate per MT AC Pipes and Collars (load per truck = 5.40 T) Taking Output = 10.8 MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 10.8 MT Rate per MT Stone ware pipes (load per truck = 5.40 T) Taking Output = 10.8 MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 10.8 MT Rate per MT
day
6.000 1%
day
6.000 1%
day
6.000 1%
day
6.000 1%
923
Index-code
S No 1
Description
Unit
Quantity
2
3
4
day
6.000
Loading or unloading materials such as C.I / D.I. Pipes, stone ware pipes, R.C.C. pipes, A.C. Pressure pipes and specials from 300 mm to 600 mm dia upto 4 mts in length including stacking. i C.I. / D.I. Pipes (load per truck = 5.5 T) Taking Output = 11 MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 11 MT Rate per MT ii RCC Pipes and Collars (load per truck =5.75 T) Taking Output = 11.5 MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 11.5 MT Rate per MT iii AC Pipes Taking Output = 1MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for MT iv Stone ware pipes Taking Output = 1MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for MT 36 Loading or unloading materials such as CI / DI Pipes, A.C. pressure pipes less than 300 mm dia above 4.00 M in length including stacking
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
35
PHE-LUMS-35
PHE-LUGS-36
1%
day
6.000 1%
day
0.700 1%
day
0.700 1%
i
PHE-LUBS-37
C.I. / D.I. Pipes (load per truck = 8.46 T) Taking Output = 1 MT a) Labour day Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 1 MT ii AC Pipes (load per truck = 3.78 T) Taking Output = 1MT a) Labour day Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for MT 37 Loading or Unloading materials such as C.I / D.I. Pipes, A.C. Pressure pipes from 300 to 600mm dia above 4.00 m including stacking i
AC Pipes (load per truck = 4.3 T) Taking Output = 1 MT a) Labour Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for 1 MT
day
0.710 1%
0.790 1%
0.714 1%
924
Index-code
S No
Description
Unit
Quantity
2
3
4
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
ii
PHE-CSRC-38
C.I. Pipes (load per truck = 3.85 T) Taking Output = 1MT a) Labour day Man Mazdoor Add sundries at 1% towards Nylon rope, Tyres etc Overheads & Contractors Profit Cost for MT 38 Centering and scaffolding charges for R.C.C. members including all materials and labour charges for forming and dismantling A For R.C.C. Elevated Service Reservoir of Staging upto 40 Ft. below G.W.L. i Side wall straight surfaces: Details cost for 15 M long and 1 M height wall Surface area = 2 x 15 x 1 = 30 Sqm a) Materials i) Planks 33 mm thick 2 x 15 x 1 = 30.00 sqm Add 5% wastage = 1.5 =31.50 sqm 31.50 x 0.038 = 1.197 Cum cum ii) Batters – 75 x 50 mm cum 2 x 13 x 0.075 x 0.05 = 0.095 cum iii) Ballies – 125 dia for strutting ver 13 x 1.5 = 19.5 13 x 4.5 = 58.5 = 78.00
0.780 1%
1.197 0.095
5% for wastage = 3.9 = 81.90 2
ii
cum 81.90 x π x 0.125 / 4 =1.005 Cum Assuming that timber shall become unserviceable after being used for 5 times Cost for 5 times Rate per 1 time b) Labour Labour charges for assembling, erection, dismantling and cleaning day Carpenter 2nd class
1.005
day
6.000
cum
1.204
cum
0.313
Man Mazdoor Sundries for nails etc Overheads & Contractors Profit c) Cost for 30 Sqm Rate per sqm =c/30 Side walls curved surfaces
7.500
Considering 4 M internal dia and 1 Meter depth. Consider 30 mm thick.
Surface area: Outside – π x 4.40 x 1.00 = 13.83 Sqm Inside area = π x 4 x 1 = 12.57 Sqm = 26.40 Sqm a) Materials i) Planks 33 mm 26.40 x 0.038 = 1.003 cum Extra & Wastage @ 20% = 0.201 cum = 1.204 Cum ii) Hattens – 75 x 38 mm Inside – 2 x 25 x 0.50 x 0.075 x 0.075 = 0.1406 Outside – 2 x 28 x 0.50 x 0.075 x 0.175 = 0.1575 = 0.2981 Add 5% wastage = 0.0149 = 0.3130 cum
925
Index-code
S No
Description
Unit
Quantity
2
3
4
cum
0.680
day Mason 2nd class day Man Mazdoor Total (b) Overheads & Contractors Profit c) Cost for 278.46 Sqm Rate per sqm =c/278.46 Cost for 50 Kg 40 Labour charges for fixing ventilating shafts in sewerage scheme complete with all accessories Unit – Each a) Labour
1.000
1
Rate Rs. 5
Amt Rs. 6
PHE Remarks 7
iii) Ballion 125 mm dia Inside – 25 x 1 = 25 m Outside – 28 x 1 = 28 m = 53.00 m Add 5% wastage = 2.65 m 2
PHE-HSSG-39
PHE-LCVS-40
55.65 π x 0.125 = 0.68 cum Assuming that timber shall become unserviceable after being used for 5 times Cost for 5 times Rate per 1 time b) Labour Add labour charges for assembling, erection and dismantling etc., @ 1/6 cost of materia c) Total Overheads & Contractors Profit c) Cost for 26.04 Sqm Rate per sqm =c/26.04 B For Ground level works i R.C.C. vertical wells of plane surface upto 3 meters height such as G.L. tanks clarifiers and sludge digestor etc, Rate per Sqm (as arrived in item A (i) above) ii R.C.C. Vertical walls of circular faces upto 3 meters height Rate per Sqm (as arrived in item A (ii) above) 39 Hoisting of S.S. Girders in pump house etc. Detail cost of S.S. Joist = 300 x 140 mm - 6 M long Wt. 44.2 Kgs/M = 6 x 44.20 = 265.20 kgs Tolerances @ 5% = 13.26 kgs = 278.46 kgs a) Labour Labour for hoisting inn position:
Mason 1st class Mason 2nd class Plumber 2nd Class Man Mazdoor Overheads & Contractors Profit Rate
2.750
day
0.150
day
0.350
day
0.600
day
2.000
926
Government of Andhra Pradesh
A.P. Revised Standard Data (With Schedule of Rates 2014-15) (Effective from 01-06-2014)
Part – 1 For IRRIGATION & CAD WORKS and LEADS & LIFTS (Common to all Departments)
BOARD OF CHIEF ENGINEERS
Office of the Engineer-in-Chief(I.W) I&cad Dept., Errummanzil,Hyderabad Procs.No.ENC/IW/P&M/EE.3/DEE-10/AE/13305/Vol.37 Sub: Ref:
dt:30.05.2014
A.P.Revised Standard Data for I&CAD works(Part-I) for the year 2014-15 –approvedPrinting & communication of Standard Data –Reg., 1)G.O.Ms.No.49,I&CAD (PW:Reforms)Dept., dt:2.3.2009 2)Minutes of BOCEs meeting for Schedule of Rates held on 24.05.2014. 3) SoR Procs.No.ENC/IW/P&M/EE.3/DEE-10/AE/13305/Vol.37 dt:30.05.2014 ***** The Board of Chief Engineers meeting for finalization of Schedule of Rates (SoR) for
I&CAD(Part-I),Road & Bridges(Part-II) and Public Health Items(Part-IV) was held on 24.05.2014 @ 3.30 PM and approved the SoR. Based on the approval of BoCEs, the SoR for I&CAD Dept(basic input required for arriving unit item rate as per A.P. Revised Standard data) ,R&B and Public Health Department items were communicated vide this office proceedings 3rd cited.
During the BoCE meeting held on 24-05-2014, it is observed that in some of the estimates, Lead Charges are being added directly to the material basic rates for arriving the finished item rate. In view of that, the BoCE has instructed to see that while arriving the finished item rate, the lead charges are to be added to the material basic rates only after deducting the provision of "Contractor's Profit and Overhead charges" By incorporating the items, the A.P. Revised Standard Data (unit rate for work items) for the year 2014-15 is finalized. Any additions, modifications or deletions in the existing data must be approved by BoCEs. One soft copy is herewith enclosed. Encl: Soft copy of A.P. Revised Standard Data for I&CAD Department for the year 2014-15 Sd/- L.Narayan Reddy, Dt. 30.05.2014 Engineer-in-Chief(I.W.) Chairman, BOCE(S.R) I) Copy communicated to the Principal Secretary to Govt.,I&CAD Dept.,J-Block, A.P.Secretariat Buildings,Hyderabad. II) Copy Communicated to the following Heads of Departments along with Enclosures for information. 1) Engineer-in-Chief (Admn & NH)., Roads & Buildings Department. 2) Engineer-in-Chief (P.H.), Public Health Department. 3) Engineer-in-Chief (P.R.), Panchayath Raj Department. 4) Engineer-in-Chief (RWS) R W S, Department.
5) Chief Engineer (Buildings), R&B Department. 6) Copy of C.D containing Schedule of Rates 2014-15 & Standard data, part-1 (Irrigation & CAD works) to all Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for favour of information. III) Copy to the Superintending Engineer, Irrigation Circle, Irrigation & CAD Department, Red Hill, Hyderabad for necessary action. Sd/- L.Narayan Reddy, Dt. 30.05.2014 Engineer-in-Chief(I.W.) Chairman, BOCE(S.R)
code and index for work items of standard data Item Code
Item of the work
Proceedings for the Standard Data Copy of the G.O.Ms.No.49, I & CAD (PW: Reforms) Dept., dt:.2-3-2009. PREAMBLE & GUIDELINES PART-1
Page No.
i-xiii
IRRIGATION Abstract of Items - Irrigation
1-45
Abstract of Leads and Lifts
46-47
IRR-DAW IRR-DAW-1
Dam And Allied Works (48-104) EXCAVATION & FOUNDATION TREATMENT WORKS:
48-59
IRR-DAW-2 IRR-DAW-3 IRR-DAW-4 IRR-DAW-5 IRR-DAW-6
REINFORCEMENT & CEMENT CONCRETE WORKS : MASONRY & GUNITING WORKS : CONTRACTION JOINT WORKS: EARTH / ROCKFILL EMBANKMENT WORKS : FILTER & PITCHING WORKS :
59-78 78-84 84-87 87-95 96-104
IRR-TAW IRR-TAW-1 IRR-TAW-2 IRR-TAW-3 IRR-TAW-4 IRR-TAW-5 IRR-TAW-6
Tunnel & Allied Works (105-130) EXCAVATION : DEWATERING & GUNITING WORKS : TEMPORARY & PERMANENT SUPPORTS : MASONRY WORKS : REINFORCEMENT & CONCRETE WORKS : DRILLING & GROUTING WORKS :
105-113 113-116 116-122 122-123 123-128 128-130
IRR-CAW IRR-CAW-1 IRR-CAW-2 IRR-CAW-3 IRR-CAW-4 IRR-CAW-5 IRR-CAW-6 IRR-CAW-7 IRR-CAW-8
Canal And Allied Works (131-230) EXCAVATION WORKS : EMBANKMENT WORKS USING BORROW AREA SOIL : EMBANKMENT WORKS USING DUMP AREA SOIL : EMBANKMENT WORKS USING EXCAVATED SOIL : FOUNDATION FILLING WORKS : ROCK FILL WORKS : CANAL LINING WORKS : ROCK PITCHING:
131-145 145-152 152-157 157-162 162-170 170-172 172-216 216-228
IRR-CCDW IRR-CCDW-1 IRR-CCDW-2 IRR-CCDW-3 IRR-CCDW-4 IRR-CCDW-5 IRR-CCDW-6 IRR-CCDW-7
Canal & Cross Drainage Works (229-284) EXCAVATION & FOUNDATION TREATMENT WORKS : STEEL AND CEMENT CONCRETE WORKS : FOUNDATION WELL SINKING WORKS : MASONRY WORKS : COPING & RAILING WORKS : HUME PIPE LAYING & JOINTING WORKS : BACK FILLING & OTHER WORKS :
230-236 236-262 262-264 264-271 271-275 275-281 281-284
IRR_GAW IRR_GAW-1 IRR_GAW-2 IRR_GAW-3 IRR_GAW-4
Gates/Hoists And Allied Works (285-317) NOTES ON GATES/HOISTS AND ALLIED WORKS RADIAL GATES VERTICAL LIFT GATES SAND BLASTING AND PAINTING: PAINTING WITHOUT SAND BLASTING:
285 285-291 291-310 310-315 315-317
IRR-PMW IRR-PMW-1 IRR-PMW-2 IRR-PMW-3
Preliminary And Maintenance Works (318-354) JUNGLE CLEARANCE : PRELIMINARY WORKS : MAINTENANCE WORKS :
318-328 328-338 338-354
Item of the work Item Code COMMON ITEMS TO ALL DEPARTMENTS (unless specified) COM-MWRK COM-LDLFT
COM-LDLFT COM-LDLFT-1
A. Manual Works B. Lead/Lift/Loading & Unloading Charges (to follow MORTH standardsfor the items not covered ,as applicable to roads and bridge works) Notes on Lead and Lift (Lead) Conveyance Charges for materials by head load ( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks, excluding loading, unloading and hire charges of machinery.
COM-LDLFT-2 COM-LDLFT-3 COM-LDLFT-4
COM-LDLFT-5 COM-LDLFT-6 COM-DTL-LDLFT-1
COM-DTL-LDLFT-4
COM-DTL-LDLFT-5 COM-DTL-LDLFT-6
355-355 356-356
356-356 356-356
356-356 LOADING AND UNLOADING CHARGES BY MANUAL MEANS (Idle hire charges of trucks are not added) LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks ) LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks ) LIFT CHARGES FOR MATERIALS BY HEAD LOAD (Lead) Conveyance Charges for materials by head load ( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks, excluding loading, unloading and hire charges of machinery.
COM-DTL-LDLFT-2 COM-DTL-LDLFT-3
Page No.
356-357 357-357
357-357 357-357 358-359
359-365 LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added) LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks ) LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks ) LIFT CHARGES FOR MATERIALS BY HEAD LOAD Hire Charges
365-366 366-367
367-368 368-369 370-371
A.P. REVISED STANDARD DATA PREAMBLE
The AP Revised Standard data for various construction items has come into existence as per the Government orders G.O.Ms.No.49, I & CAD (PW: Reforms) Dept., dt:.2-3-2009.
The background for adoption of A.P. Revised Standard Data is:
1.
Government, in GO 7326 (GAD-GPM& AR), Dated 26-10-2005, has observed that the age old
“Standard data” requires revision and updation
with
reference to the latest machinery and contemporary practices and
has
constituted a High Level Committee to advise on updating and revision of standard data and schedule of rates. The work has been taken up by CGG and SPIU-irrigation. The secretary (Irrigation ) is the member- convener of the committee Accordingly the data has been revised adopting the procedures and guidelines given by CWC, Report on “committee on cost control of river valley Projects, BIS specifications, NHAI, MORTH, MORD, CPWD and Government of Karnataka and revised data and formulated schedule of rates for all infrastructure Departments (I&CAD, R&B, PR and PH). The team of senior engineers interacted with the S.R Committee of Karnataka on implementation and improvements needed. For irrigation works, the data pattern as adopted by Karnataka has been considered and for other Departments, the data adopted by MORTH,MORD and NHAI etc. is adopted
2. Sequence followed in revision of standard data is, (a) The first step is the revision and formulation of standard data for each work component.
i
(b) The second step is to work out the details of inputs. This enables to generate the unit work item rates, by incorporating the use rates of machinery, materials, labour charges and other supplementary parameters. (c) The third step is to develop software tool to generate unit rate using the software (completed for irrigation works by the SPI Unit of Irrigation)
3. The Detailed draft data was communicated to all the HOD’s and through many seminars and discussions and incorporated the features. The Board of chief engineers in their meetings have
interacted relevant
recommended
for acceptance to the data formulated and schedule of rates. It was proposed to examine the recommendations on important parameters,
to refer to high
level committee, for their specific recommendations for adoption, as they are common to all departments. The committee made in depth study on the methodology and systems followed by the reputed National organizations and other States and made detailed
deliberations with HOD’s
Association of India and
and representatives of Builders
made recommendations to the Government, on
adoption of such parameters in A.P.
4. The Chief Secretary held a detailed discussions on 04-07-2007,with the Secretaries of the Departments and Heads of Departments.
ii
GUIDELINES
1)
The Revised Standard Data is formulated under four Parts, which are applicable to all the Engineering Departments and other Organisations.
PART -1:
Irrigation& CAD (Dam and Allied Works, Canals and Allied Works, Canal C.D. Works, Tunnels and Allied Works, Preliminary and Maintenance Works, Hydraulic Gates and allied works and Leads and Lifts applicable to all Departments
PART -2: Roads and Bridges PART -3: Buildings including Electrical Works PART -4: Drinking Water Supply and Public Health (ONLY FOR WORKS DONE BY MANUAL MEANS)
2) Brief description of item of work. : Brief description of the item of work to cover all important aspects of the work included in the in the Data . On reading the item description, the user should be in a position to assess the various cost components involved in the work. 3) Data for assessing quantities: The data reflects various assessments / assumptions made in arriving at the quantities of materials, machinery, labour and other in-puts. In case of plants and equipment the output of main plant is worked out and the requirement of all other inputs and assessed to match the output of the main plant. Cycle time of operations is the criteria for assessing the output of equipment. Generally the equipment manufacturers furnish the output of machinery under ideal conditions of working. Suitable job and management efficiency factors are considered while working out the average output of machinery under field conditions. In case of combination of machinery and manpower, the assessment of manpower shall match the output of machinery. Though cycle time of operations is the criteria for hourly / daily out-put of machinery work-force ,the actual progress of work depends on several other factors such as power interruptions, minor break-downs, time for meals and other iii
needs of work-force, stray rains etc. Therefore, it is the general practice to consider 50 minutes as the actual working time per hour for working out the hourly / daily out-put of machinery / work-force. CWC / BIS guide-lines stipulate the actual working hours for the purpose of equipment planning and utilisation. The daily output is computed duly considering the actual available working time and feed back from the field.
For gate and hoist works, it is the general practice to specify the quantity of work in terms of number of sets of embedded parts / gates. The requirement of machinery and work-force for cutting, bending, fabrication, erection, painting etc., is assessed to commensurate with the task involved.
The data for gates and E.M. Parts is arrived per Ton quantity.
The data for Hoists and Gantry Cranes is worked out on the basis of capacity in tonnage
4) The lead and lift charges provided in PART-I (B) are generally applicable and common to all Departments. Any item is not covered in this part, the rates as provided in the data of the relevant works may be adopted in preparation of estimates.
5) The basic material inputs needed for all works are listed and incorporated in the data. The requirements are analyzed and the specifications adopted shall confirm to Standards published by the BIS.
The labour and material rates will be communicated by the Board of Chief engineers.
Unless otherwise specified, all material rates shall be inclusive of all taxes, duties, levies, transportation and handling costs up to project area.
For sand, gravel , murum, stones , course aggregates etc, the rates are to be fixed for delivery at Quarry, adding loading charges by machinery / manual means and idle hire charges of machinery (as per table under chapter “ conveyance or lead and lift charges”), as applicable. iv
For steel, Cement, AC sheets, GI sheets, Hume pipes, wood and stone slabs, the rates are to be taken prevailing at major commercial centre near project area. The lead charges, as applicable are to be added in preparing estimates.
The specifications of the aggregates for sizes and gradation and its adoption shall be as per IS 383.
6) The labour component in the data is mentioned for unit work.
No allowance towards labour importation and labour amenities added extra as they are included in the recommended overheads.
On Labour Component: Certain additional allowances are added extra to the wages of labour (,i.e. only on labour component in the work item) in the form of percentage, as recommended by the Government/Board of chief engineers due to statutory and other provisions.
However, If more than one area allowances, such as those for (1) Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable for a particular situation, only the maximum out of the allowable percentages is to be allowed.
7) HIRE CHARGES OF MACHINERY : The machinery and /or group of machinery
for items of works and their output has been worked
based on the
availability of machinery generally in the market and working in the field successfully, duly considering cycle time, idle time, operator efficiency, type of work etc.
The hire charge of a machinery / equipment is worked out based on the guidelines published by CWC and BIS codes.
For the other machinery not covered by the list, the R&B and other users may adopt hire charges as recommended by the MORTH.
v
8) Lead Charges
The high level committee has recommended to adopt, for conveyance by head load, a minimum lead of 50 meters and additional lead up to 150 meters in the intervals of 50 meters. Beyond 150 meters lead ,only machinery rates are to be adopted.
The basic work item rates provided in the Standard Data & Schedule of rates include 50 m or 1 km as initial lead and no lead charges shall be allowed where the source of material is within the initial lead specified in item rate. Additional lead charges shall be allowed for the lead exceeding initial lead specified in the item rate. The Guidelines may be followed regarding adding Lead charges as given against each chapter.
The lead charges per unit quantity for conveyance of the materials are worked out, and included in the schedule of rates in increment of 50 m for head load and in increment of 1 km for mechanical mode.
The rates for lead charges by head load up to 150 meters and by machinery up to 5 km, shall be cumulative and inclusive of lead charges for preceding lead. For lead beyond 5 km, the lead charges shall be worked out on per km basis.
9) Loading and Unloading charges for Materials The following features are considered: 1. Loading and unloading charges are not payable for conveyance by head load. 2. Loading and unloading charges are not payable for conveyance by mechanical means, for disposal of excavated material unless specified. 3. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone, are inclusive of stacking
wherever
applicable.
vi
10) LIFT CHARGES :
The data includes initial lift charges of
3 meters ,for materials
conveyance by head load, Additional leads in the interval of 1.0 meters are
worked out,
as additional labour input and incorporated in the
chapter on” Lead and lifts” .
Where the conveyance / lifting of material is done by mechanical means, lift charges shall not be considered, as the cycle time of operation of the machine includes lifts involved.
The data and rates for lift charges is cumulative and are inclusive of rates for preceding lifts also.
11) Wastage of Materials I) Cement : No wastage allowance is recommended towards the quantity of
cement used in works, as the wastage is already included in the input and in major works , bulk quantities are used.
II) steel : The wastage
of steel @ 2.5% is allowed for gates and allied
structures. For RCC works
the wastage is @2.5% for the
reinforcement rods above 36mm dia. and @ 5% for rods below 36mm dia. Including overlaps, if they are not welded. If welding is adopted for the reinforcement rods even for below 36mm dia, 2.5% of wastage is only recommended.
12) Provision for rate for water:The Committee has recommended not to consider the water charges in the Irrigation Project works. But, it may be considered in specific cases as per the site conditions.
13)
In respect of RCC works the rate for cement concrete for 1 cum
is
worked separately for all grades based on Indian Standards. The rate for ton is vii
calculated separately and to be added separately in the estimates of RCC works as a separate item.
14) Soil classification: The Committee recommended to allow uniform classification of soils for all Departments and data is worked out accordingly. 1. all soils 2. Marshy soil 3. ordinary rock ( not requiring blasting), 4. hard rock a. hard rock (requiring blasting) b. hard rock (controlled blasting) c. removable by chiseling(blasting prohibited)
15) Use of Super Plasticizers and Admixtures:
Concrete admixtures such as Air-Entraining Agent ( AEA ) / Water reducing agent can be used advantageously for better quality concrete. The high level committee has recommended to adopt for super plasticizers and admixtures at 0.4% on cement for concrete work as per MORTH standards for batching plants.
16) Contractors overheads, profit and other provisions :
High Level Committee has recommended adding 14% towards contractor overheads and profit including labour importation and amenities etc., as given below which includes various items recommended in MORTH.
The provision for VAT at 5% or as fixed by the Government from time to time should be made separately in Part-B of the estimate. In the agreements it should be mentioned that it will be reimbursed as per actual. The provisions allowed in G.O.Ms.No.94, I&CAD, dt:01.07.03, need not be added separately for the items covered in the contractor overhead charges.
The provision for labour Cess at 1% or as fixed by the Government from time to time should be made separately in Part-B of the estimate. viii
The overhead charges include the following elements:
Site accommodation, setting up plant, access road, water supply, electricity and general site arrangements.
Office furniture, equipment and communications
Expenditure on:
Corporate office of contractor
site supervision
Documentation and “as built” drawings
Mobilisation/ de-mobilisation of resources
Labour camps with minimum amenities and transportation to work sites.
Light vehicles for site supervision including administrative and managerial requirements.
Laboratory equipment and quality control including field and laboratory testing.
Minor T & P and survey instruments and setting outworks, including verification of line, dimensions, trial pits and bore holes, where required.
Watch and ward
Traffic management during construction
Expenditure on safeguarding environment
Sundries
Financing Expenditure
Sales/ Turn overtax
Work Insurance/ compensation
17) EXCISE DUTY ON SUPPLIES : In respect of gates, hoists and allied works, excise duty is applicable on the value of fabricated components supplied to site. Excise duty is not applicable on erection charges. Further, the excise duty shall not be considered in the rate analysis on material component, as basic material rates are inclusive of excise duty.
ix
Therefore, excise duty is considered in the rate analysis only on machinery and labour components required for fabrication of gates and hoists at the central fabrication yard. It is difficult to determine the machinery and labour components separately for fabrication and erection. For the purpose of computation of excise duty to be included in the rate analysis the machinery and labour components may apportioned at 75 % for central fabrication yard and 25 % for field erection and commissioning. Therefore, 75 % of the machinery and labour components may be considered for assessing the extent of excise duty to be added in the rate analysis.
18) DEWATERING & DESILTING: The High level committee considering the local conditions of rainfall / seepage has recommended towards de-watering and de-silting at 3 percent on the relevant work component for which dewatering is required. It is also proposed as per CWC guidelines, to keep a condition in the agreements shall be incorporated, to fix a ceiling of 5% in extreme cases, with the specific approval of chief engineer/Government.
19) Computerization Of Data :
A software program is developed by the SPI Unit(Irrigation), which facilitates automatic changes and
generation of unit rates, based on
basic input rates of Labour, materials and capital cost of machinery.
A soft ware tool is also developed for auto preparation of estimates based on in put quantities.
Other Departments are also advised to develop such program.
20) For each chapter separate additional details are incorporated for clarity.
x
USER GUIDELINES OF REVISED STANDARD DATA 1. Please select the item of work, as given in Index Code, and
view
the relevant data.
2.
The common data items like, lead, lift, conveyance and manual excavation (without involving contracting agencies) is applicable to all Departments (volume-1).
3. The departments have to adopt the relevant data from other Departments, if such works are executed by them.
4.
The unit rate /hire charges, of
machinery not covered in the
Irrigation data, the MORTH data may be taken with the approval of Board of Chief Engineers.
5. For
“Drinking
water
Supply
works”(PART-IV),
incorporated is generally applicable only for manual
the
data
means of
execution. The rates deploying machinery have to be worked out by the Board of Chief engineers and approved for adoption.
xi
ROLE OF CENTRAL COMPETENT AGENCY FOR SCHEDULE OF RATES ( BOARD OF CHIEF ENGINEERS)
a) The Board Of Chief Engineers under the chairman ship of Engineer-inchief,(administration) I&CAD Department is the competent authority to finalise and recommend the Schedule of Rates applicable for all engineering Departments. The board has to assess and incorporate only the three basic inputs required to generate unit work item rates as below.
Basic rates of labour: Wages of labour commonly required in execution of works has to be arrived and incorporated in the schedule of rates ( Basic Input Of Labour Wages), without adding extra towards area allowances ( like municipality allowance, tribal area and ghat road allowances etc, which shall be added to the rates where applicable in the form of separate percentage as explained in the preceding paras. The rates shall be the prevailing daily rates in the State and shall not be less than the minimum wages fixed by the Government from time to time.
Materials rates: The basic input material rates common to all departmental works are listed out and incorporated (in the chapter “Basic inputs”) The
material
specifications adopted shall confirm to Standards published by the BIS. The Prevailing market rates for all basic input materials shall be obtained from the major commercial centers near the project areas. Average of the rates, ignoring freak rates, shall be reckoned as the prevailing market rate. Unless otherwise specified, all material rates shall be inclusive of
all
taxes, duties, levies, royalty, transportation and handling costs up to project area.
xii
For sand, gravel , murrum, stones , aggregates etc, the rates
are
for delivery at Quarry including loading charges and idle hire
charges. For
steel, Cement, AC sheets, GI sheets, Hume pipes, wood and
stone slabs,
the rates prevailing at major commercial centre near project area has to be adopted. Use rate of machinery: The third parameter for incorporation in the Basic Inputs, is the use rate of machinery. To arrive at the use rate of machinery, the inputs to be incorporated are
The
list and capital cost of machinery required
to be
used in the
construction activity, The rate has to be obtained from major manufacturers and outlet sources and the rate shall be the current market price inclusive of all taxes, duties and freight charges.
The prevailing fuel charges of petrol and diesel are ascertained and average rate adopted
Borrow rate of interest as fixed by the Government/competent authority be indicated.
For the other machinery not covered by the list, the R&B and other users may adopt hire charges as recommended by the MORTH
b) The Chairman, Board of Chief Engineers or competent authority appointed by the Government, based on the approved basic inputs, load the above three basic parameters in the software program. The unit rate of all works including hire charges of all machinery will be generated automatically for adoption.
He shall communicate the uniform Schedule of rates arrived from Standard Data, to all users for uniform and direct adoption in all infrastructure Departments, as applicable
xiii
Abstract of work items_UNit Rates for the year 2014-15
WORK ITEM RATES FOR THE YEAR - 2014-15 * Add Leads and Lifts, Area Allowance and VAT as applicable in the estimate ** Area Allowance includes profit component also *** Unit Rates arrived without Seigniorage Charges Chapterwise item S.NO No. 1 Chapter I IRR-DAW
2
Unit
Rate
3
4
5
cum
120.70
DAM AND ALLIED WORKS EXCAVATION & FOUNDATION TREATMENT WORKS:
IRR-DAW-1
IRR-DAW-1-1
Item description
1
Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for dam, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-DAW-1-2
IRR-DAW-1-3
IRR-DAW-1-3-A New Item 201415-1
Itemwise unit rate for Labour Component 6
2
3
4
Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Excavation for foundation in hard rock (including F&F) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads Labour Component (including contractor's profit and Overheads)
cum
cum
22.50
159.90
cum
cum
29.20
240.50
cum
cum
52.00
360.50
61.20 cum
IRR-DAW-1-4(a)
IRR-DAW-1-5(b)
5
6
Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by controlled blasting method and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
cum
428.50
cum
cum
100.40
662.70
cum
110.20
Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by line drilling and smooth blasting and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including dressing sides and bed to required level / profile, placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto 1 km and all lifts.
IRR-DAW-1-6(c)
7
i ) For the purpose of payment 1 m width of excavation along boundary of excavation shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate includes controlling fly-rock wherever required. iii ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval. iv ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided for excavation by normal blasting or controlled blasting as the case may be. Labour Component (including contractor's profit and Overheads)
cum
cum
909.60
290.20
1
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
IRR-DAW-1-7
8
IRR-DAW-1-8
IRR-DAW-1-9
9
10
Item description
Unit
Rate
3 Preparing foundation bed for masonry or concrete by benching, stepping, removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface with air and water jet etc.,complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
4
5
sqm
33.90
Preparing foundation bed for cut-off trench filling in rock portion by removing all loose materials by wedging / chiselling and disposing off the same as directed etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Drilling 45 to 50 mm dia holes vertical or inclined upto 10 degrees to vertical in rock /masonry / concrete by percussion drilling using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required etc., complete for drilling upto 6 m depth from surface.
sqm
sqm
Itemwise unit rate for Labour Component 6
26.60
22.50
sqm
22.50
Rm
199.80
Rm Rm Rm Rm Rm Rm Rm Rm
219.80 241.80 266.00 292.60 321.90 354.10 389.50
Rm
50.90
The item rate for drilling through rock / masonry / concrete includes redrilling through partially set grout, if any, in the portion of the hole drilled and grouted. .
IRR-DAW-1-10
IRR-DAW-111(a)
IRR-DAW-112(b)
IRR-DAW-1-13
IRR-DAW-1-14
11
12
13
14
15
Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes including water intake observations after flushing, cost of all materials, machinery, labour etc., complete. Labour Component (including contractor's profit and Overheads)
Rm
Consolidation grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.
tonne
Labour Component (including contractor's profit and Overheads)
tonne
Curtain grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
tonne
17.20
8413.30
2775.80
9365.40
tonne
Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts.
Each
Labour Component (including contractor's profit and Overheads)
Each
Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 45 to 50 mm dia. hole drilled in bed rock and other end provided with L- bend for embedding in concrete / masonry for spillway and appurtenant works including drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, machinery, labour, steel wedge etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
43.80
Each
3573.80
1016.30
102.30
933.30
Each
115.60
REINFORCEMENT & CEMENT CONCRETE WORKS :
IRR-DAW-2
IRR-DAW-2-1A
Beyond 6 m upto 12 m from surface : Beyond 12 m upto 18 m from surface : Beyond 18 m upto 24 m from surface Beyond 24 m upto 30 m from surface Beyond 30 m upto 36 m from surface Beyond 36 m upto 42 m from surface Beyond 42 m upto 48 m from surface Labour Component (including contractor's profit and Overheads)
16
Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
59857.87 tonne tonne
3326.30
2
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-2-1B
IRR-DAW-2-2
2
17
18
IRR-DAW-2-2A (new Item1 2010- 19 11)
IRR-DAW-2-3
IRR-DAW-2-4
20
21
IRR-DAW-2-4A (new Item2 2010- 22 11)
IRR-DAW-2-4B (new Item3 2010- 23 11)
Item description
Unit
Rate
3
4
5
Providing, fabricating and placing in position reinforcement steel for RCC above 36 dia with welding and wastage at 2.5%, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. tonne Labour Component (including contractor's profit and Overheads) tonne Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 250 kg /cum with use of super plasticiser equla to 0.4% of cement content, CA : 0.98 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum ))
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 300 kg /cum with use of super plasticiser equla to 0.4% of cement content, CA : 0.90 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.4 cum ))
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 220 kg /cum with use of super plasticiser, CA: 0.98 cum, Blending Ratio of CA -40:30:20:10, FA: 0.37 cum )
cum.
Labour Component (including contractor's profit and Overheads)
cum.
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 310 kg / cum with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)
cum.
Labour Component (including contractor's profit and Overheads)
cum.
Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 360 kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
cum.
61009.05
4423.50
3454.20
160.90
3665.50
160.90
3300.90
160.90
4640.50
318.60
4916.40
cum.
cum.
cum.
Itemwise unit rate for Labour Component 6
318.60
5006.80
318.60
3
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-2-5
IRR-DAW-2-6
IRR-DAW-2-7
IRR-DAW-2-8
IRR-DAW-2-9
IRR-DAW-2-10
Item description
Unit
Rate
2
3
4
5
24
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 260 kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA -50:30:20, FA : 0.40 cum)
cum.
4242.70
Labour Component (including contractor's profit and Overheads)
cum.
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type structures including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement content : 260 kg / cum of concrete with use of plums and super plasticiser,, CA : 0.77 cum, Blending Ratio of CA : 50:30:20,FA : 0.34 cum, plums of size 150 to 80 mm : 0.25 cum)
cum.
Labour Component (including contractor's profit and Overheads)
cum.
25
26
27
28
29
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content 220 kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA : 50:30:20, FA : 0.40 cum ) Labour Component (including contractor's profit and Overheads)
cum.
cum.
Labour Component (including contractor's profit and Overheads)
cum.
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of spillway bridge, blockouts and such other similar structures with conjested reinforcement with initial lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum).
cum.
Labour Component (including contractor's profit and Overheads)
cum.
Providing and forming porous concrete body drain of size 68.5 x 68.5 cm with 23 cm diameter central hole using cement and 20 mm down approved, clean, hard, graded coarse aggregates in 1 : 3.50 proportion by volume including cost of all materials, machinery, labour, formwork, curing etc., complete with initial lead upto 1 km and all lifts.(M15 Cement content : 400kg/cum, CA : 1cum, Blending Ratio of CA -- 65:35) Labour Component (including contractor's profit and Overheads)
1141.30
4108.80
1113.60
3921.10
cum.
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 280 kg /cum with use of super plasticiser,CA : 0.80 cum, Blending Ratio of CA -65:35, FA : 0.44 cum)
Rm
Rm
Itemwise unit rate for Labour Component 6
1033.20
4128.10
1058.00
5869.00
1499.60
2191.20
515.30
4
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-211(a)
IRR-DAW-212(b)
IRR-DAW-2-13
IRR-DAW-2-14
IRR-DAW-2-15
IRR-DAW-2-16
IRR-DAW-2-17
IRR_DAW-3
Item description
Unit
Rate
3
4
5
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC solid parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.35 m c / c, 12.5 cm thick wall 80 cm height with 12.5 cm thick and 35 cm wide coping slab for wall and 12 .5 cm thick 40 cm x 40 cm coping for pillars with top edges of kerb and coping chamferred / rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content 350 kg / cum with use of super plasticiser( 0.4% by wt.of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)
Rm
2221.70
Labour Component (including contractor's profit and Overheads)
Rm
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC ornamental parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.5 m apart, 20 cm x 15 cm posts 80 cm height approximately 30 cm c / c with 12.5 cm thick and 35 cm wide coping slab for posts and pillars with top edges of kerb and coping chamferred or rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content : 350 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA-65:35, FA : 0.44 cum)
Rm
Labour Component (including contractor's profit and Overheads)
Rm
Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
cum
Labour Component (including contractor's profit and Overheads)
cum
Pre-cooling to control placement temperature of cement concrete in the range of 18 to 21 C at the concrete placement point by inundation of coarse aggregates and adding flaked ice as part of mixing water including cost of all materials, machinery, labour etc., complete with all leads and lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
2
30
31
32
33
34
35
36
Conveying and fixing elastomeric bearing for spillway bridge including cleaning and preparing surface, mixing and applying adhesive, fixing bearing in correct position etc., including cost of all materials except bearings, machinery, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads)
Each
639.00
2290.90
678.20
4725.50
1282.80
81.20
12.30
321.30
Each
Providing and constructing 150 mm dia hume pipe weep holes for concrete / masonry walls including providing 20 x 20 x 20 cm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 10 cm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.
Rm
Labour Component (including contractor's profit and Overheads)
Rm
Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 25 cm long 12 mm dia. anchors fixed to both flanges at 15 cm c /c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, machinery, labour, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., complete with lead upto 1 km and all lifts.
Rm
Labour Component (including contractor's profit and Overheads)
Rm
Itemwise unit rate for Labour Component 6
266.00
435.70
60.80
1909.40
277.80
MASONRY & GUNITING WORKS :
5
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
IRR_DAW-3-1
37
IRR_DAW-3-2
IRR_DAW-3-3
38
39
Item description
Unit
Rate
3 Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts.( Cement content : 190 kg/cum of masonry, rubble stones : 0.85 cum,stone chips : 0.15 cum/cum, FA : 0.4 cum) Labour Component (including contractor's profit and Overheads)
4
5
cum
2584.70
Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts.( Cement content : 143 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, cum FA : 0.4 cum) Labour Component (including contractor's profit and Overheads) cum Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts.( Thickness of the CR face assumed: 0.75 m, Cement content : 178 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No) Labour Component (including contractor's profit and Overheads)
IRR_DAW-3-4
IRR_DAW-3-5
40
41
IRR-DAW-3-7
IRR-DAW-3-8
42
43
44
IRR_DAW-4
IRR-DAW-4-1
cum
Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts.( Cement content : 167 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)
972.50
2364.60
972.50
2750.10
cum
Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone cum chips, curing etc., with initial lead upto 1 km and all lifts. ( Cement content : 134 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No) Labour Component (including contractor's profit and Overheads) cum
Labour Component (including contractor's profit and Overheads)
IRR-DAW-3-6
cum
cum
1082.70
2543.90
1082.70
2935.40
cum
Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts.( Cement content : 125 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 2 proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.
sqm
Labour Component (including contractor's profit and Overheads)
sqm
Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 3 proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.
sqm
Labour Component (including contractor's profit and Overheads)
sqm
Itemwise unit rate for Labour Component 6
1328.40
2738.60
1328.40
104.20
77.50
97.90
77.50
CONTRACTION JOINT WORKS:
45
Providing 25 mm thick guniting to rock or masonry surface in cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, raking-out and cleaning joints, scaffolding wherever required and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
sqm
457.10
6
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-4-2
IRR-DAW-4-3
IRR-DAW-4-4
IRR-DAW-4-5
2
46
47
48
49
IRR-DAW-5-2
IRR-DAW-5-3
IRR-DAW-5-4
3 Labour Component (including contractor's profit and Overheads) Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in two lines with 8 mm dia steel dowel rods on either side at one metre interval, forming 125 x 125 mm size groove in between copper strips for filling asphalt including fixing 15 mm dia two legged G.I pipe with U bend at bottom for circulation of steam at intervals and forming 150 mm dia formed drain behind water seals including cost of all materials, machinery, labour, filling asphalt, circulation of steam through pipes etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality PVC water stop in two lines with 8 mm diameter steel dowel rods on either side at 1m interval, forming 125 x 125 mm size groove in between two water stops, providing & fixing 15 mm dia two legged G.I pipe with U-bend at bottom for circulation steam at interval, forming 150 mm diameter formed drain behind water seals including filling groove with asphalt, circulation of steam at intervals, cost of all materials, machinery, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in single line with 8 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads)
Unit
Rate
4 sqm
5
Rm
15626.50
Rm
Rm
161.80
2480.90
Rm
Rm
106.90
7277.70
Rm
Providing and constructing contraction joints by fixing 23 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts.
Rm
Labour Component (including contractor's profit and Overheads)
Rm
124.50
220.30
99.30
EARTH / ROCKFILL EMBANKMENT WORKS :
IRR-DAW-5
IRR-DAW-5-1
Item description
Itemwise unit rate for Labour Component 6 153.40
50
51
52
53
Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing cut-off trench filling using selected impervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading soil in layers of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
139.20
19.00
149.40
20.70
149.90
20.60
126.00
17.60
7
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-5-4-A (New Item1 2011-12)
IRR-DAW-5-5
IRR-DAW-5-6
Item description
Unit
Rate
2
3
4
5
54
Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts. (For Maintenance Works)
cum
86.00
Labour Component (including contractor's profit and Overheads)
cum
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
55
56
Providing embankment adjacent to masonry / concrete structures and filling trial pits using impervious soil from approved borrow areas in layers of 10 to 15 cm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-DAW-5-7
IRR-DAW-5-8
IRR-DAW-5-9
57
58
59
IRR-DAW-5-9-A (New Item4-2012- 60 13)
IRR-DAW-5-10
IRR-DAW-6
61
Providing and constructing rockfill embankment with 300 mm down graded stones and quarry spalls from approved source including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing the surface to required slopes etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
cum
cum
19.40
258.60
105.90
434.80
96.40
493.20
cum
cum
Note: Useful rubble and stone chips will be issued at dump yard at the issue rate for usefull rubble /stone chips. Sorting out and breaking charges included in rate analysis. Labour Component (including contractor's profit and Overheads)
cum
Providing and laying 30 cm diameter open jointed hume pipes with collars in rock-toe for drainage including cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
141.50
cum
Providing and constructing dry rubble rock-toe with rubble and stone chips from dump yard including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all lifts.
Providing and constructing Dry rock Pitching for Groynes using Un-Coursed rubble stone of size 300 mm thick and Un-Coursed rubble stone chips from Quarry to site of work including cost of all materials, Machinery, Labour charge hand packing Un-Course rubble stone &chips to the designed profile with all leads and lifts etc Labour Component (including contractor's profit and Overheads)
17.60
cum
cum
cum
181.50
444.90
125.40
658.90
cum
Rm Rm
Itemwise unit rate for Labour Component 6
125.40
769.00 28.00
FILTER & PITCHING WORKS :
8
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-6-1
IRR-DAW-6-2
IRR-DAW-6-3
IRR-DAW-6-4
Item description
Unit
Rate
2
3
4
5
62
Providing and constructing 1.20 m internal diameter and average 3 m height RCC manhole with 60 cm dia. top cover in M-15 grade cement concrete using 20 mm down graded, clean, hard coarse aggregate, 20 cm thick for bed / sides / top slab / 1.5 m long cut-off wall and 7.5 cm thick for cover including providing 12 mm dia reinforcement bars at 30 cm c / c bothways for bed / sides / cut-off wall / top slab / rungs and 8 mm dia bars at 15 cm c / c bothways for cover, excavation for foundation, providing 30 cm dia hume pipe outlet, cost of all materials, machinery, labour, formwork, scaffolding, batching, mixing, laying, vibrating, finishing, curing etc., complete with lead upto 1 km and all lifts.( Cement content : 300 kg/cum , CA : 0.80 cum, Blending Ratioof CA -- 65:35,FA : 0.44 cum, superplasticizer (0.4% by wt. of cement)
Each
44110.40
Labour Component (including contractor's profit and Overheads)
Each
Providing and constructing longitudinal and cross graded filter drains using sand and 80-20 mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc. complete with initial lead upto 50 m and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing and constructing 1.40 m thick vertical or inclined graded filter media consisting of 20 cm thick sand layers, 25 cm thick 20 mm down coarse aggregate layers and 50 cm thick 80-20 mm coarse aggregate layer using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
63
64
65
IRR-DAW-6-4-A (New Item2 2011- 66 12)
IRR-DAW-6-5
IRR-DAW-6-6
IRR-DAW-6-7
IRR-DAW-6-8
67
68
69
70
Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 25 cm thick 20 - 4.75 mm and 40 cm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and constructing graded filter media below and behind rock-toe consisting of 30 cm thick, 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and laying filter media consisting of 2 layers of 250 gsm polypropeline non-woven filter fabric and 400 mm thick 20 mm down graded coarse aggregate for vertical / inclined and horizontal filter blanket for embankment including cost of all materials, machinery, labour etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.
cum
956.60
132.00
1038.80
132.00
988.40
118.60
1134.70
cum
sqm
Labour Component (including contractor's profit and Overheads)
sqm
Providing and constructing 45 cm thick chimney filter using clean approved sand satisfying filter creteria including cost of all materials, machinery, labour, compacting etc., complete with initial lead upto 50 m and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing and constructing 90 cm thick transition cum filter media behind rockfill using approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter creteria in layers of 30 cm thickness each as per specifications including cost of all materials, machinery, labour, laying each layer to required slope, compaction etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
9462.90
cum
cum
cum
44.60
951.10
51.30
658.10 105.10
1020.20
cum
Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
sqm
Labour Component (including contractor's profit and Overheads)
sqm
Itemwise unit rate for Labour Component 6
138.70
860.70
154.60
9
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-DAW-6-9
IRR-DAW-6-10
IRR-DAW-6-11
IRR-DAW-6-12
IRR-DAW-6-13
Item description
Unit
Rate
3
4
5
Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 60 cm thick graded filter media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 20 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
sqm
1025.20
Labour Component (including contractor's profit and Overheads)
sqm
2
71
72
73
74
75
Providing and constructing 60 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
sqm
Labour Component (including contractor's profit and Overheads)
sqm
Providing and constructing 90 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto 50 m and all lifts.
sqm
Labour Component (including contractor's profit and Overheads)
sqm
Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts.
sqm
Labour Component (including contractor's profit and Overheads)
sqm
TUNNEL AND ALLIED WORKS
IRR-TAW-1
EXCAVATION :
IRR-TAW-1-2
IRR-TAW-1-3
IRR-TAW-1-4
76
77
78
79
174.80
803.40
sqm
Providing and constructing 75 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips, etc., complete with initial lead upto 50 m and all lifts.
Chapter II IRR-TAW
IRR-TAW-1-1
sqm
Excavation for adit by tunnelling methods in all types of rock including cost of all materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside adit upto specified dump area and all other ancillary operations etc., complete with initial lead upto 50 m and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Excavation for vertical / inclined shaft in all types of soft / hard rock including cost of all materials, machinery, labour, shoring, strutting, scaling excavated surface, ventilation, lighting, drainage, removing and hauling excavated muck outside shaft upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Excavation for tunnel by tunnelling methods in rock not requiring supports including cost of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
cum
Labour Component (including contractor's profit and Overheads)
cum
Excavation for tunnel by tunnelling methods including excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
cum
Itemwise unit rate for Labour Component 6
118.10
876.10
128.70
961.50
150.00
99.80
59.50
1713.00
551.50
2237.90
1104.70
1751.70
543.80
1803.30
10
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-TAW-1-5
2
80
Item description 3 Labour Component (including contractor's profit and Overheads) Excavation for tunnel by heading and benching tunnelling methods including excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) for roof before benching including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage removing and hauling excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. NOTE: Where mucking is to be carried out through shaft using winch and mucking tub system increase the basic rates for items 3, 4 & 5 by 8 percent.
Labour Component (including contractor's profit and Overheads)
IRR-TAW-1-6
81
IRR-TAW-2-2
82
83
IRR-TAW-2-3 (new Item4 2010- 84 11)
IRR-TAW-3-2
IRR-TAW-3-3
Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all materials, machinery, labour, drainage, lighting, ventilation and all other ancillary operations etc., complete. Labour Component (including contractor's profit and Overheads) Providing 25 mm thick guniting to sides and arch of tunnel in cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
5
cum
1848.30
cum
cum
603.10
362.60
cum
Kwhr
84.10
23.40
Kwhr
sqm
7.90
567.40
sqm
Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh 100 x 100x5 mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts, centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as per specification and as directed by Engineer-in-Charge
sqm
Labour Component (including contractor's profit and Overheads)
sqm
85
86
87
Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsule anchorage including drilling 35 mm dia holes, inserting grout capsule, driving bolt,fixing 10 mm thick plate washers and nuts and tightening the same by torque wrench after hardening of cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing, fabricating and fixing in position permanent structural steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-TAW-3-4
4 cum
174.00
1344.10
174.00
TEMPORARY & PERMANENT SUPPORTS :
IRR-TAW-3
IRR-TAW-3-1
Rate
DEWATERING & GUNITING WORKS :
IRR-TAW-2
IRR-TAW-2-1
Removing and hauling muck overfallen due to natural causes such as geological faults etc., out of tunnel including breaking large fragments by blasting if necessary and disposing off the same in specified dump area or as directed including cost of all materials, machinery, labour, ventilation, drainage, lighting and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
Unit
Itemwise unit rate for Labour Component 6 561.30
88
Providing, fabricating and fixing in position temperary structural steel supports as per details and dismantling the same before concreting including cost of all materials, machinery, labour, cutting, bending, welding, grinding, ventilation, lighting, drainage and all other ancillary operations etc.,complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
Rm
1116.60
Rm
Rm
294.50
1069.00
Rm
tonne
271.30
95183.90
tonne
tonne
tonne
15917.60
22295.80
7944.70
11
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-TAW-3-5
89
IRR-TAW-5-2
IRR-TAW-5-3
IRR-TAW-5-4
90
3
4
5
cum
32859.50
Providing and fixing hard variety cut jungle wood for lagging / blocking locations in tunnel wherever required including cost of all materials, machinery, labour, fixing in position, lighting, ventilation, drainage etc complete with all leads and lifts. Labour Component (including contractor's profit and Overheads)
cum
1412.00
Providing and constructing un-coursed rubble stone masonry with approved stones from tunnel excavated muck in cement mortar 1 : 6 proportion for backfilling over cuts / slips on tunnel sides due to geological faults etc., including cost of all materials, machinery, labour, cleaning,scaffolding, packing mortar, wedging stone chips, curing, ventilation, lighting, drainage complete with lead upto 1 km and all lifts.(cement content : 95 kg/cum of masonry, Rubble stones : 0.83 cum, Stone chips : 0.13 cum,FA : 0.40 cum)
cum
Labour Component (including contractor's profit and Overheads)
cum
2064.80
740.30
REINFORCEMENT & CONCRETE WORKS :
91
92
93
94
Providing, fabricating and placing in position reinforcement steel for tunnel RCC works including cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour, machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.
tonne
Labour Component (including contractor's profit and Overheads)
tonne
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates crushed from tunnel excavated muck for filling and levelling over-cuts in bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing, lighting, ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 220 kg / cum, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum, Superplasticizer 0.4% by wt. of cement)
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for kerb and bed lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
cum
Labour Component (including contractor's profit and Overheads)
cum
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for sides and arch lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
cum
Labour Component (including contractor's profit and Overheads)
cum
73182.60
9661.50
5064.10
738.30
6099.40
920.00
#REF!
#REF!
DRILLING & GROUTING WORKS :
IRR-TAW-6
IRR-TAW-6-1
Rate
MASONRY WORKS :
IRR-TAW-5
IRR-TAW-5-1
Unit
2
IRR-TAW-4
IRR-TAW-4-1
Item description
Itemwise unit rate for Labour Component 6
95
Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer or stooper drills as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, drainage and all other ancillary operations etc., complete. Labour Component (including contractor's profit and Overheads)
Rm
Rm
389.00
141.60
12
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-TAW-6-2
2
96
Item description
Unit
Rate
3
4
5
tonne
9052.90
Grouting cement slurry in grout holes under specified pressure for consolidation / contact grouting including cost of all materials, machinery, labour, redrilling wherever necessary, ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts.
Labour Component (including contractor's profit and Overheads)
IRR-TAW-6-3
97
Chapter III IRR-CAW
IRR-CAW-1-2
98
99
cum
Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.
cum
Labour Component (including contractor's profit and Overheads)
cum
Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required 100 level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-1-4
Excavation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated 101 stuff for formation of service road as directed etc.,complete with lead upto 10 m and lift upto 3 m. (Machinery excavation and manual conveyance) Labour Component (including contractor's profit and Overheads)
IRR-CAW-1-5
360.70
Rm
EXCAVATION WORKS : Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
(Machinery excavation and manual conveyance)
IRR-CAW-1-3
Rm
2173.80
58.50
CANAL AND ALLIED WORKS
IRR-CAW-1
IRR-CAW-1-1
Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel by percussion drilling using waggon drill or other suitable drilling equipment including cost of all materials, machinery, labour, ventilation, lighting, drainage etc., complete. Labour Component (including contractor's profit and Overheads)
tonne
Itemwise unit rate for Labour Component 6
Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level 102 and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-1-6 (a) 103
94.00
cum
cum
22.50
49.60
18.10
127.30
cum
cum
33.30
82.10
cum
cum
30.00
194.80
cum
Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc., complete with initial lead upto 1 km and all lifts.
cum
i ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth excavation in hard rock is less than 3 m. ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever required. Labour Component (including contractor's profit and Overheads)
cum
60.40
484.80
129.70
13
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
Item description
Unit
Rate
3
4
5
cum
604.20
Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved controlled blasting methods for canals, cut-off trench of embankment, filter / catch-water drains etc., including controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, costof all materials, machinery, labour, placing excavated rock neatly in approved dump area or other place as directed etc., complete with lead upto 1 IRR-CAW-1-7 (b) 104 km and all lifts. i) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth excavation in hard rock is less than 3 m. ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations is required. Labour Component (including contractor's profit and Overheads) Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing canal sides neatly on either side to required profile by line drilling and smooth blasting including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in dump area or other place as directed, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts. i) For excavation of canal below free board level combination of normal controlled blasting and line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose of payment 1 m width of excavation on IRR-CAW-1-8( c) 105 either side shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m. iii ) The rate includes controlling fly-rock wherever required. iv ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of Labour Component (including contractor's profit and Overheads)
cum
cum
Itemwise unit rate for Labour Component 6
128.10
1060.90
cum
341.90
Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating embankment etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts. IRR-CAW-1-9(a)
106
cum
298.50
i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate includes levelling canal bed by hammering /chiselling all rock projections wherever required. Labour Component (including contractor's profit and Overheads)
IRR-CAW-110(b)
Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved controlled blasting methods for canals, cut-off trench of embankment etc., including controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, cost of all materials, machinery, labour, placing excavated rock neatly in approved dump area or 107 other place as directed etc., complete with lead upto 1 km and all lifts.
cum
cum
40.80
451.50
i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations is required. Labour Component (including contractor's profit and Overheads)
cum
46.70
14
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-111(c)
IRR-CAW-2
IRR-CAW-2-1
Item description
2
3 Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing canal sides neatly on either side to required profile by line drilling and smooth blasting including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in dump area or other place as directed, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts. i ) For excavation of canal below free board level combination of normal controlled blasting and line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose of payment 1 m width of excavation on 108 either side shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. iii ) The rate includes controlling fly-rock wherever required. iv ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent Labour Component (including contractor's profit and Overheads)
Providing impervious hearting embankment with selected soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, 109 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Providing impervious hearting embankment with selected soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, 110 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-2-3
Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, 111 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-2-4
Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, 112 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-2-5
Rate
4
5
cum
753.80
cum
105.30
EMBANKMENT WORKS USING BORROW AREA SOIL :
Labour Component (including contractor's profit and Overheads)
IRR-CAW-2-2
Unit
Itemwise unit rate for Labour Component 6
Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, 113 sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
cum
198.00
cum
cum
30.70
191.20
cum
cum
30.10
197.60
cum
cum
30.70
193.20
cum
cum
cum
32.30
180.00
27.90
15
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-2-6
2
Item description
Unit
Rate
3
4
5
cum
171.10
Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, 114 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-2-7
Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, 115 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-2-8
Providing casing embankment using homogeneous soil from approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, 116 spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-3
IRR-CAW-3-1
IRR-CAW-3-2
IRR-CAW-3-3
cum
25.30
165.10
cum
cum
24.90
155.00
cum
22.80
EMBANKMENT WORKS USING DUMP AREA SOIL : Providing impervious hearting embankment with soil from approved dump areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, 117 sectioning, watering, compacting each layer to achieve density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing impervious hearting embankment with soil from approved dump areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, 118 sectioning, watering, compacting each layer to achieve density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, 119 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-3-4
cum
Itemwise unit rate for Labour Component 6
Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, 120 transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
cum
150.10
cum
cum
23.50
144.80
cum
cum
23.10
145.80
cum
cum
cum
22.80
140.40
22.30
16
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-3-5
IRR-CAW-4
IRR-CAW-4-1
Item description
2
3 Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, 121 sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as 122 sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as 123 sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water. Labour Component (including contractor's profit and Overheads)
IRR-CAW-4-3
Providing semi-pervious / pervious casing hearting embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as 124 sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water. Labour Component (including contractor's profit and Overheads)
IRR-CAW-4-4
Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting125 out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water. Labour Component (including contractor's profit and Overheads)
IRR-CAW-4-5
Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting126 out, spreading in layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete. Labour Component (including contractor's profit and Overheads)
IRR-CAW-4-6
Rate
4
5
cum
131.50
cum
20.50
EMBANKMENT WORKS USING EXCAVATED SOIL :
Labour Component (including contractor's profit and Overheads)
IRR-CAW-4-2
Unit
Itemwise unit rate for Labour Component 6
Providing compacted embankment for field irrigation channels with gravely soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required 127 slopes etc.,complete with lead upto 50 m and all lifts.
cum
67.30
cum
cum
9.50
61.90
cum
cum
9.70
67.30
cum
cum
9.50
61.90
cum
cum
9.70
51.60
cum
cum
7.00
266.80
( manual work with water pump) Labour Component (including contractor's profit and Overheads) IRR-CAW-5
IRR-CAW-5-1
cum
262.40
FOUNDATION FILLING WORKS : Providing rubble and sand filling in layers of 22.5 to 30 cm including cost of all 128 materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.
cum
653.00
17
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-5-2
IRR-CAW-5-3
IRR-CAW-5-3-A (New Item 3 2011-12)
IRR-CAW-5-4
IRR-CAW-5-5
IRR-CAW-5-6
IRR-CAW-5-7
IRR-CAW-5-8
IRR-CAW-5-9
IRR-CAW-510(a)
2
Item description 3 Labour Component (including contractor's profit and Overheads)
Providing rubble and Murum filling in layers of 22.5 to 30 cm including cost of 129 all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and laying 25 cm thick sand blanket below embankment including 130 cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and laying sand blanket below embankment including cost of all 131 materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Rate
4 cum
5
cum
545.80
cum
sqm
134.50
114.30
sqm
cum
16.90
457.10
cum
Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand 132 packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and constructing longitudinal and cross graded filter drains using sand and 20 mm down graded aggregates satisfying specified filter creteria in 133 layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
cum
cum
133
Rm
Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of 15 cm thick sand layers and 20 cm thick 20 mm down coarse aggregate layer using approved materials satisfying specified filter creteria as 136 per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm 137 thick 40 mm down size coarse aggregate satisfying filter creiteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including cost of all materials, machinery, labour, forming toe 138 drain etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.
Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including cost of all materials, machinery, labour, forming toe 139 drain etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.
517.20 95.60
827.60
cum
Rm
Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and 135 placing in local filters of size 600x600x750 mm in size including excavation of drains and Cost of procuring of all materials Labour Component (including contractor's profit and Overheads)
67.30
cum
Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm 134 in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including excavation of drains and Cost of procuring of all materials
Using 200 gsm filter fabric. Labour Component (including contractor's profit and Overheads)
IRR-CAW-511(b)
Unit
one plug
125.30
407.60 23.80
336.00
one plug
cum
100.90
954.90
cum
cum
125.30
1159.30
cum
sqm
117.10
600.60
sqm
sqm
Itemwise unit rate for Labour Component 6 134.50
27.80
653.20
Using 250 gsm filter fabric.
18
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-6
IRR-CAW-6-1
IRR-CAW-6-2
2
Item description 3 Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-1
IRR-CAW-7-2
IRR-CAW-7-3
IRR-CAW-7-4
Providing and constructing rockfill casing to canal embankment with graded stones and spalls from approved quarry including cost of all materials, 140 machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Providing and constructing rockfill casing to canal embankment with graded stones and spalls available in dump yard including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, 141 wedging, finishing surface to required slopes etc., complete with initial lead upto 50 m and all lifts.
Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including spreading soil in layers of thickness not 142 more than 15 cm, breaking clods, watering, compacting to density control of not less than 98 percent or as stipulated, dressing to required profile etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including spreading soil in layers of thickness not 143 more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heaps along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from canal excavation in CNS soil reach 144 including spreading in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 20 x 20 x 75 cm size top surface neatly dressed canal 145 bed level stones including cost of all materials, labour, excavation, fixing in position to correct level etc., complete with lead upto 50 m and all lifts.
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, tying 146 with 1.25 mm dia.soft annealed steel wire, welding wherever required including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts.(1.05 tonne/tonne of steel) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-6
4 sqm
5
cum
471.20
cum
cum
50.50
271.70
cum
65.10
CANAL LINING WORKS :
Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-5
Rate
ROCK FILL WORKS :
Stones and spalls available in dump yard will be issued at specified issue rate. Labour Component (including contractor's profit and Overheads) IRR-CAW-7
Unit
Itemwise unit rate for Labour Component 6 27.80
Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,finishing, forming contraction 147 joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. ( 43 Gr Cement content: (300kg /cum) 22.5 kg / sqm for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum, equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,) Labour Component (including contractor's profit and Overheads)
cum
211.90
cum
cum
60.60
206.90
cum
cum
59.90
105.00
cum
Each
45.90
87.90
Each
kg
61.70
63.50
kg
sqm
sqm
6.70
390.40
27.70
19
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-7-7
2
Item description
Unit
Rate
3
4
5
sqm
406.30
Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction 148 joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. ( 43 Gr Cement content: (300kg /cum) 24 kg / sqm for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum, equivalent concrete volume:84.48 cum including the extra quantity of concrete for curvatures and bends etc.,) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-8
Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction 149 joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othere side of canal etc., complete with initial lead upto 1 Km and all lifts. ( 43 Gr Cement content: (300kg /cum) 30 kg / sqm for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum, equivalent concrete volume:88 cum including the extra quantity of concrete for curvatures and bends etc.,) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-9
Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all accessories across canal CD work or other locations wherever shifting and re-erecting is necessary including aligning paver correctly for continuing canal lining work, cost of all materials, machinery, labour etc., complete with all 150 leads and lifts. Note: Local shifting and re-erection of paver for LH and RH side lining included in concrete lining rates under items IRR-CAW-7-7 and IRR-CAW-7-8 and saperate rate for shifting shall not be allowed. Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-10
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(150mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, 151 cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (Only forManually operated)
Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-11
Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/sqm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregade for bed and side lining of canal(100 mm thick) including, finishing the junction of bed and sides to required 152 curveture, cost of all materials, machinery, labour, formwork including supports cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead up to 50 m and all lifts ( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-12
Providing and laying 100mm thick insitu vibrated M-10 (28 days cube compressive strength-not less than 10.00 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver 153 including cost of all materials mechinery labour batching mixing placing in position forming contraction joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with all leads & lifts. (Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
sqm
sqm
27.70
491.10
sqm
shifting
32.00
8490.30
shifting
cum
6039.30
4110.40
cum
cum
1071.10
4253.20
cum
sqm
sqm
Itemwise unit rate for Labour Component 6
1103.00
474.20
32.00
20
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-7-13
2
Item description
Unit
Rate
3
4
5
cum
4154.90
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal including finishing the junction of bed and sides to required curveture, cost of all 154 materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA-65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-14
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining(150 mm thick) of canal including finishing the junction of bed and sides to required 155 curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-15
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining(of thickness 100 mm) of canal including finishing the junction of bed and sides to required 156 curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-16
Providing and laying 150mm thick insitu vibrated M-15 (28 days cube compressive strength-not less than 15.00 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver including cost of all materials mechinery labour batching mixing placing in position forming 157 contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with all leads & lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum) (Paver) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-17
Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15 grade concrete using 20 mm down size coarse aggregates and 10 kg reinforcement steel moulded as per specifications and drawing in CM 1:4 158 proportion including cost of all materials, machinery, labour, formwork, fabricating and placing reinforcement steel, mixing, laying, conveying and fixing in position including necessary excavation for seating, finishing joints in CM 1:4, curing etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-18
IRR-CAW-7-19
Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm long with one end closed with perforated GI plate and other end provided with 159 alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm long with one end closed with perforated GI plate and other end provided with 160 alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads)
cum
cum
1103.00
4441.60
cum
cum
1167.00
4570.00
cum
sqm
1232.50
647.00
sqm
Rm
32.00
1000.70
Rm
Each
242.60
136.60
Each
Each Each
Itemwise unit rate for Labour Component 6
42.00
194.10 42.00
21
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1 IRR-CAW-7-20
IRR-CAW-7-21
IRR-CAW-7-22
IRR-CAW-7-23
IRR-CAW-7-24
IRR-CAW-7-25
Item description
2
3 Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm long with one end closed with perforated GI plate and other end provided with 161 alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 50 mm dia perforated GI pressure relief pipes 45 cm long with one end closed with perforated GI plate and other end provided with 162 alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 50 mm dia perforated GI pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with 163 alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep 164 holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Drilling 32 mm dia pressure relief hole below pressure relief pipe for bed and 165 side lining of canal laid on rock including cost of all materials, machinery, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-28
IRR-CAW-7-30
Each
230.80
Each
Each
Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of canal including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all 168 materials ( excluding PCC slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting PCC slab lining including necessary excavation, refilling, flush pointing joints in 169 CM 1 : 3 propn, cost of all materials ( excluding PCC lug slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. 170
171
Fixing 30 cm height pre-cast drops for field channels as directed including excavation, etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying, joining etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide 75 mm thick sand backing to LDPE sheet. For providing 75 mm thick Sand for backing add Labour Component (including contractor's profit and Overheads)
Providing and fixing LDPE sheet for bed and sides of canal including cost of all 172 materials, labour, laying, joining etc., complete with all leads and lifts. Using 750 micron thick LDPE sheet. Labour Component (including contractor's profit and Overheads)
42.00
299.50
Each
Each
42.00
432.30
Each
Each
42.00
220.40
Each
Each
21.00
267.10
Each
sqm
Using 500 micron thick LDPE sheet.
IRR-CAW-7-31
5
Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs with pointing and finishing joints neatly in CM 1:3 proportion for 167 canal / field channel lining including cutting slabs to required size, mixing mortar, finishing joints neatly, curing etc., complete with lead upto 50 m and all lifts.
Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-29
4
Each
Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-27
Rate
Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm thick 10 mm down coarse aggregate around pressure relief pipe and 75 mm thick 166 sand around coarse aggregate filter including cost of all materials, labour, excavation of pit etc., complete with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-26
Unit
85.70
40.70
Each
7.30
351.40
sqm
sqm
63.30
75.30
sqm
Rm
58.70
43.90
Rm Each
39.30 164.50
Each
sqm
164.50
128.00
sqm sqm
11.90 37.30
sqm
sqm
sqm
Itemwise unit rate for Labour Component 6
8.10
180.00
16.20
22
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-7-32
2
Item description
Unit
Rate
3
4
5
sqm
248.40
Providing and fixing LDPE sheet for bed and sides of canal including cost of all 173 materials, labour, laying, joining etc., complete with all leads and lifts. Using 1000 micron thick LDPE sheet. Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-33
IRR-CAW-7-34
IRR-CAW-7-35
IRR-CAW-7-36
IRR-CAW-7-37
Providing and fixing 12 mm thick 380 mm depth tarfelt expansion joint filler 174 boards for stone masonry lining of canal including cost of all materials, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler 175 boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler 176 boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing and forming 35 mm wide and 10 mm thick construction / 177 contraction joints for concrete lining by mastic filler including cost of all materials, labour etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N /sqmm ) cement concrete using 20 mm down graded coarse aggregate including cost of all materials, 178 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-38
Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 20 mm down graded coarse aggregate including cost of all materials, 179 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-39
IRR-CAW-7-40
IRR-CAW-7-41
Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, 180 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum) Labour Component (including contractor's profit and Overheads) Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, 181 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),CA : 0.68 cum, FA : 0.43cum) Labour Component (including contractor's profit and Overheads) Manufacturing 600 x 300 x 100mm size PCC lining slabs in M-15 grade (28 days cube compressive strength not less than 15 N/Sqmm) cement concrete using 20 mm down grades coarse aggregate including cost of all materials, 182 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, FA : 0.45cum, Blending Ratio of CA--65:35) Labour Component (including contractor's profit and Overheads)
sqm
Rm
21.90
192.80
Rm
Rm
7.30
79.10
Rm
Rm
7.30
117.20
Rm
Rm
7.30
22.80
Rm
Each
5.40
88.20
Each
Each
23.00
62.00
Each
Each
23.00
31.50
Each
Each
14.80
24.00
Each
Each
Each
Itemwise unit rate for Labour Component 6
14.80
72.90
14.70
23
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-7-42
IRR-CAW-7-43
IRR-CAW-7-44
Item description
2
3 Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm )cement concrete using 10 mm down graded coarse aggregate including cost of all materials, 183 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum) Labour Component (including contractor's profit and Overheads) Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N /sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, 184 machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum) Labour Component (including contractor's profit and Overheads) Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side lining using stones and chips from approved quarry including cost of all materials, machinery, labour, forming weep holes at specified intervals, 185 finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Thickness of the masonry assumed: 0.3 m, rubble stones : 0.96 cum, Stone Chips : 0.15cum,Through Stones 20 x 20 x 30cm : 1/sqm) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-45
Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining using stones from approved quarry including cost of all 186 materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.(with no pin headers)(Thickness of the Masonry assumed:0.3 m, rubble stones : 1.1 cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-7-46
IRR-CAW-7-47
Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side lining using stones and chips from canal excavation including cost of all materials, machinery, labour, forming weep holes at specified interval, 187 finishing, curing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm : 1/sqm) Labour Component (including contractor's profit and Overheads) Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining using stones from canal excavation including cost of all 188 materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.(with no pin headers)( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum) Labour Component (including contractor's profit and Overheads)
IRR-CAW-8
IRR-CAW-8-1
IRR-CAW-8-2
Rate
4
5
Each
33.40
Each
Each
14.80
23.40
Each
cum
14.80
1901.80
cum
cum
566.50
3009.10
cum
cum
1870.60
1764.50
cum
cum
639.40
2805.10
cum
1870.60
ROCK PITCHING Providing and constructing 25 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, 189 finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm) Labour Component (including contractor's profit and Overheads) If 15 cm thick murum bed is to be provided below pitching add Labour Component (including contractor's profit and Overheads)
IRR-CAW-8-1-A (New Item4 2011-12)
Unit
Itemwise unit rate for Labour Component 6
Providing and constructing 22.5 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, 190 finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.207 cum/sqm, Stone Chips : 0.3375cum/sqm, Pin Headers 30cm : 2/sqm) (For Maintenance Works) Labour Component (including contractor's profit and Overheads) Providing and constructing 25 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete with initial 191 lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.33 cum/sqm) Labour Component (including contractor's profit and Overheads)
sqm
194.40
sqm sqm sqm
44.10 35.40
sqm
184.60
13.50
sqm
sqm sqm
44.10
204.60 104.90
24
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1 IRR-CAW-8-2 A (New Item5 2011-12)
IRR-CAW-8-3
Item description
2
IRR-CAW-8-5
4
5
sqm
148.20
Providing and constructing 30 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, 193 finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
sqm
Providing and constructing 30 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete with initial 194 lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.33 cum/sqm) Labour Component (including contractor's profit and Overheads) Providing and constructing 45 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, 195 finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.40 cum/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm) Labour Component (including contractor's profit and Overheads)
IRR-CAW-8-6
IRR-CAW-8-7
IRR-CAW-8-8
IRR-CAW-8-9
Providing and constructing 45 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete with initial 196 lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.495 cum/sqm) Labour Component (including contractor's profit and Overheads) Providing and constructing 30 cm thick rubble stone pitching set in CM 1: 5 proportion with pin headers at 2 per sqm in including cost of all materials, 197 labour, packing chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm) Labour Component (including contractor's profit and Overheads) Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 198 Proportion including cost of all materials,labour, packing chips and mortar ,finishing etc.,complete( rubble stones : 0.33 cum/sqm ) Labour Component (including contractor's profit and Overheads) Providing and constructing 30 cm thick dry khandki stone pitching using 20 to 25 cm size khandki stones with pin headers at 2 per sqm including cost of all 199 materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm) Labour Component (including contractor's profit and Overheads)
IRR-CAW-8-10
Providing and constructing 45 cm thick dry khandki stone pitching using 25 to 30 cm size khandki stones with pin headers at 2 per sqm including cost of all 200 materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( Khandki stones 25- 30 cm height : 1200 Nos/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm) Labour Component (including contractor's profit and Overheads)
IRR-CAW-8-11
Providing and constructing 30 cm thick khandki stone pitching using 20 to 25 cm size khandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1:3 proportion including cost of all materials, labour, 201 packing chips and mortar, finishing, curing etc.complete with initial lead upto 50 m and all lifts.( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm) Labour Component (including contractor's profit and Overheads)
IRR-CAW-8-12
Rate
3 Providing and constructing 225 mmm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete with 192 initial lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.2475 cum/sqm) (For Maintenance Works) Labour Component (including contractor's profit and Overheads)
Labour Component (including contractor's profit and Overheads)
IRR-CAW-8-4
Unit
Providing and constructing 45 cm thick khandki stone pitching using 25 to 30 cm stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1 : 3 proportion including cost of all materials, labour, packing chips 202 and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts.( Khandki stones 25- 30 cm height : 730 Nos/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
sqm
94.40
213.60
sqm
sqm
44.10
245.50
sqm
sqm
125.90
322.10
sqm
sqm
62.00
368.20
sqm
sqm
188.80
456.50
sqm
sqm
75.50
361.30
sqm
sqm
16.80
291.80
sqm
sqm
44.10
310.30
sqm
sqm
62.00
521.10
sqm
sqm
Itemwise unit rate for Labour Component 6
72.00
632.90
25
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CAW-8-13
IRR-CAW-8-14
2
Item description 3 Labour Component (including contractor's profit and Overheads)
Providing 10 cm thick approved type grass turfing to the side slopes of 203 canal icluding cost of all materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts.(FA : 2 cum/sqm) Labour Component (including contractor's profit and Overheads) Providing 10 cm thick approved type grass turfing to the side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days 204 etc.,complete with lead 50 m and all lifts. with no sand Labour Component (including contractor's profit and Overheads)
Chapter IV IRR-CCDW
4 sqm
5
sqm
96.20
sqm
sqm
56.50
64.50
sqm
32.60
EXCAVATION & FOUNDATION TREATMENT WORKS : (manual means of excavation and conveyance) Excavation in all kinds of soil including boulders upto 0.30 m dia. for 205 foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m. Labour Component (including contractor's profit and Overheads) Excavation for Structures- Mechanical Means MORTH)
IRR-CCDW-1-2
Rate
CANAL CROSS DRAINAGE WORKS
IRR-CCDW-1
IRR-CCDW-1-1
Unit
Itemwise unit rate for Labour Component 6 99.00
206
cum
212.30
cum
212.40
( Data adopted from
Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ( depth upto 3 meters) Labour Component (including contractor's profit and Overheads)
cum
93.00
cum
17.60
(manual means of excavation and conveyance) IRR-CCDW-1-3
207
Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m. Labour Component (including contractor's profit and Overheads)
cum
310.70
cum
310.70
( Data adopted from MORTH) (manual means of excavation and conveyance) IRR-CCDW-1-4
208
Excavation in ordnary rock (including HDR) without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m. Labour Component (including contractor's profit and Overheads)
cum
120.00
cum
19.50
(manual means of excavation after blasting and conveyance)
IRR-CCDW-1-5
Excavation in hard rock requiring blasting including boulders above 0.6 m 209 upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m. Labour Component (including contractor's profit and Overheads)
cum
325.20
cum
241.30
(manual means of excavation after blasting and conveyance)
IRR-CCDW-1-6
Excavation in hard rock of all toughness by blasting including boulders 210 above 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in specified dump area or stack yard as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m. Labour Component (including contractor's profit and Overheads)
cum
cum
512.30
300.40
26
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
Item description
Unit
Rate
3
4
5
cum
991.10
Itemwise unit rate for Labour Component 6
(manual means of excavation after controlled blasting and conveyance) Hard Rock ( blasting prohibited ) ( Data adopted from MORTH) IRR-CCDW-1-7
IRR-CCDW-1-8
IRR-CCDW-2
IRR-CCDW-2-1
IRR-CCDW-2-2
IRR-CCDW-2-3
211
Excavation in hard rock with blasting ( blasting prohibited )prohibited for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in or stack yard as directed etc., complete with specified dump area initial lead upto 50 m and initial lift upto 3 m. Labour Component (including contractor's profit and Overheads)
Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with 1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry including cost of all 212 materials, machinery, labour, drilling and cleaning hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, 213 welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts. Labour Component (including contractor's profit and Overheads) Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x 100 x 10 mm angle and 250 x 12 mm plate for sinking 4.50 m 214 outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, 215 placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA-50:30:20, FA : 0.40 cum)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, 216 mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-2-5
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, 217 mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-2-6
Each
301.20
913.30
Each
185.70
STEEL AND CEMENT CONCRETE WORKS :
Labour Component (including contractor's profit and Overheads)
IRR-CCDW-2-4
cum
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, 218 mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)
kg
63.60
kg
kg
7.20
76.70
kg
cum
8.70
4219.80
cum
cum
1110.60
4196.90
cum
cum
1156.90
3964.00
cum
cum
1061.30
4039.00
27
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CCDW-2-7
2
Item description 3 Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, 219 mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-2-8
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / superstructure works including cost of all materials, machinery, labour, formwork, 220 scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-2-9
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, 221 cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / superstructure works including cost of all materials, machinery, labour, formwork, IRR-CCDW-2-10 222 scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / superstructure works including cost of all materials, machinery, labour, formwork, IRR-CCDW-2-11 223 scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., IRR-CCDW-2-12 224 complete with initial lead upto 50 m and all lifts. (Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Unit
Rate
4 cum
5
cum
4536.30
cum
cum
1167.60
4971.30
cum
cum
1163.10
4968.80
cum
cum
1235.80
4725.30
cum
cum
1237.90
4322.70
cum
cum
cum
Itemwise unit rate for Labour Component 6 1149.30
1150.50
6245.20
1493.90
28
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
Item description
Unit
Rate
3
4
5
cum
5634.20
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well steining including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., IRR-CCDW-2-13 225 complete with initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads) Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well bottom plug by tremie or skip box IRR-CCDW-2-14 226 method including cost of all materials, complete with initial lead upto 50 m and all lifts.(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well top plug including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead IRR-CCDW-2-15 227 upto 50 m and all lifts. (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA-50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltrs / cum Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well cap including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial IRR-CCDW-2-16 228 lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete IRR-CCDW-2-17 229 with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
IRR-CCDW-2-18
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete 230 with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
cum
cum
1365.20
4172.40
cum
cum
1074.60
3895.80
cum
cum
1055.90
4337.00
cum
cum
1074.60
5157.30
cum
cum
cum
Itemwise unit rate for Labour Component 6
1427.30
4999.40
1419.20
29
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
Item description
Unit
Rate
3
4
5
cum
4912.60
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete IRR-CCDW-2-19 231 with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for cantiliver / counterfort retaining walls including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, IRR-CCDW-2-20 232 vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type retaining walls / piers / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, IRR-CCDW-2-21 233 vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum ) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,graded aggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with IRR-CCDW-2-22 234 initial lead upto 50 m and all lifts.(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA-50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead IRR-CCDW-2-23 235 upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA-35:30:20:15, FA : 0.35 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
cum
cum
1312.80
5539.60
cum
cum
1359.10
4905.90
cum
cum
1272.70
4633.50
cum
cum
cum
Itemwise unit rate for Labour Component 6
1202.20
4604.50
1247.70
30
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
2
Item description
Unit
Rate
3
4
5
cum
7742.30
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., IRR-CCDW-2-24 236 complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, IRR-CCDW-2-25 237 curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads)
Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with IRR-CCDW-2-26 238 asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads) Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for troughs including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial IRR-CCDW-2-27 239 lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum. Labour Component (including contractor's profit and Overheads) IRR-CCDW-3
IRR-CCDW-3-1
Sinking RCC wells vertically for foundation of piers and abutments in all kinds of soil, sand and soft rock by approved well sinking method including cost of all materials, machinery, labour, kent - ledge arrangements, disposal of 240 excavated material as disposal of excavated material as directed etc., complete with lead upto 50 m for disposal of excavated material.(diameter of well 6.00m) (Data adopted from MORTH)
Filling foundation wells with sand in layers of 25 to 30 cm and compacting 241 by watering, ramming as directed including cost of all materials, machinery, labour etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4
cum
1789.00
6708.70
cum
cum
1632.50
4238.60
cum
cum
1102.20
6066.20
cum
1514.30
FOUNDATION WELL SINKING WORKS :
Labour Component (including contractor's profit and Overheads) for 3 to 10 meters for each running meter Labour Component (including contractor's profit and Overheads)
IRR-CCDW-3-2
cum
Itemwise unit rate for Labour Component 6
*Rm
3654.20
*Rm *Rm *Rm
5191.60
cum
506.10
cum
1507.80 1972.00
96.70
MASONRY WORKS :
31
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CCDW-4-1
2
Item description
Unit
Rate
3
4
5
cum
2074.90
Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including cost of all materials, machinery, labour, scaffolding, 242 cleaning, packing cement mortar, wedging stone chips, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4-2
Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including cost of all materials, machinery, labour, scaffolding, 243 cleaning, packing cement mortar, wedging stone chips, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4-3
Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone 244 chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4-4
Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone 245 chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4-5
IRR-CCDW-4-6
IRR-CCDW-4-7
Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2 proportion by volume including raking and cleaning joints for 50 mm 246 depth, pressing cement mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all lifts. 246 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3 proportion by volume including raking and cleaning joints for 50 mm 247 depth, pressing cement mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume 248 including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4-8
Providing 12 mm thick plastering in cement mortar 1:4 proportion by volume 249 including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CCDW-4-9
Providing 20 mm thick plastering in cement mortar 1:3 proportion by volume 250 including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Providing 20 mm thick plastering in cement mortar 1:4 proportion by volume IRR-CCDW-4-10 251 including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
cum
cum
692.10
2124.50
cum
cum
709.40
2590.20
cum
cum
795.80
2711.10
cum
sqm
916.80
108.40
sqm
sqm
81.70
102.10
sqm
sqm
81.70
154.10
sqm
sqm
115.40
146.80
sqm
sqm
115.40
218.80
sqm
sqm sqm
Itemwise unit rate for Labour Component 6
154.10
206.50 154.10
32
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1 IRR-CCDW-5
IRR-CCDW-5-1
2
Item description
Unit
Rate
3
4
5
sqm
581.00
COPING & RAILING WORKS : Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion 252 by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-5-2
sqm
Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion 254 by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)
sqm
Labour Component (including contractor's profit and Overheads)
IRR-CCDW-5-4
IRR-CCDW-5-5
Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete using 20 mm down size approved clean, hard, graded aggregates for coping slab including cost of all materials, machinery, labour, formwork, cleaning surface, batching, mixing, placing in 255 position, levelling, compacting, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m. (Cement content: 300 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA-65:35, FA : 0.45 cum) Labour Component (including contractor's profit and Overheads) Providing and constructing protective railing consisting of in-situ railing posts of size 15 x 15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 grade concrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos. of 8 mm dia main bars embedded in kerb 256 concrete for a depth of 40 cm and 5 Nos. of 6 mm dia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primer and two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork, finishing, curing etc., complete with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6
IRR-CCDW-6-1
Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 257 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)
Laying and jointing 450 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 258 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-3
167.00
717.30
sqm
303.20
892.80
sqm
cum
478.80
5853.00
cum
Rm
1436.30
1362.80
Rm
158.50
HUME PIPE LAYING & JOINTING WORKS :
Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-2
sqm
Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion 253 by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-5-3
Itemwise unit rate for Labour Component 6
Laying and jointing 600 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 259 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint) Labour Component (including contractor's profit and Overheads)
Joint
281.30
Joint
Joint
221.70
326.70
Joint
Joint
Joint
221.70
423.40
275.10
33
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CCDW-6-4
Item description
Unit
Rate
3
4
5
Joint
463.30
2
Laying and jointing 700 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 260 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 32.1 kg / joint, FA : 0.031cum/joint, Hemp Yarn : 0.25kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-5
Laying and jointing 800 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 261 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 39.6 kg / joint, FA : 0.039cum/joint, Hemp Yarn : 0.31kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-6
Laying and jointing 900 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 262 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-7
Laying and jointing 1000 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 263 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-8
Laying and jointing 1100 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 264 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-6-9
Laying and jointing 1200 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes 265 and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint) Labour Component (including contractor's profit and Overheads)
IRR-CCDW-7
IRR-CCDW-7-1
Providing rubble / boulder and sand filling behind abutment and return 266 walls in layers including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and initial lift upto 3 m.
Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including breaking clods, spreading in layers of 10 to 15 cm, 267 watering, compaction by earth masters to achieve density control of not less than 95 percent etc., complete with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-CCDW-7-3
Joint
275.10
561.30
Joint
Joint
328.30
590.70
Joint
Joint
328.30
653.20
Joint
Joint
362.00
695.50
Joint
Joint
362.00
824.40
Joint
434.90
BACK FILLING & OTHER WORKS :
Labour Component (including contractor's profit and Overheads)
IRR-CCDW-7-2
Joint
Itemwise unit rate for Labour Component 6
Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, 268 watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
cum
713.40
cum
cum
194.90
391.80
cum
cum
cum
245.40
262.70
97.60
34
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-CCDW-7-4
IRR-CCDW-7-5
Chapter V IRR-GAW
IRR-GAW-1-1
IRR-GAW-1-2
IRR-GAW-1-3
Item description
2
3 Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone 269 by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone 270 by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Rate
4
5
Each
1323.70
Each
Each
413.30
945.50
Each
350.60
GATES / HOISTS AND ALLIED WORKS
SPILLWAY RADIAL GATES E.M Parts and anchorages fabrication, supply, erection, testing and commissioning of embedded parts for radial gate consists of sill beam, wall plates, anchor girders , yoke girders, 271 tie flats, trunnion supports etc., including cost of all materials, machinery, labour, welding, finishing, with leads and lifts &all accessories (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under itemsinthis chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads) RADIAL GATES fabrication, supply, erection, testing and commissioning of radial gate consisting of skin plate, stiffeners, horizontal girders, radial arms, trunnion assemblies, tie beam, pulley supports, bracings, rubber seals, clamps etc., with all accessories for spillway/canals including cost of all materials, machinery, 272 labour, seal fixing etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under itemsinthis chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads) RADIAL GATES-ROPE DRUM HOISTS WITH HOIST BRIDGES fabrication, supply, erection, testing and commissioning of electrically operated rope drum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear system, brake system, electric motor, wire ropes, gate position indicator, manual operation arrangement etc., with all 273 accessories for spillway radial gate including cost of all materials, machinery, labour,, greasing, providing hand railing and approach staircase with gate to hoist platform, , complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under itemsinthis chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
IRR-GAW-1-4
Unit
Itemwise unit rate for Labour Component 6
RADIAL GATES Walk way(cat walk) Design, fabrication, supply, erection and commissioning of 1 metre wide walkway connecting spillway piers / abutments at trunnion platform level 274 including cost of all materials, machinery, labour, cutting, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
tonne
149350.80
tonne
tonne
40637.80
134658.00
tonne
tonne capacity
30982.70
42629.40
tonne capacity
Rm
Rm
2471.30
101753.40
29505.30
35
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-GAW-2-1
2
Item description
Unit
Rate
3
4
5
tonne
164527.20
VERTICAL LIFT GATES-EM PARTS Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with all accessories for spillway stop log gates 275 and other vertical lift elements including cost of all materials, machinery, labour, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
tonne
Itemwise unit rate for Labour Component 6
48353.90
vertical lift gates and stop log gate elements ( SLIDING GATES)
IRR-GAW-2-2
Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes, rubber seals, clamps etc., with all accessories including cost of all 276 materials, machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)2 Labour Component (including contractor's profit and Overheads)
IRR-GAW-2-3
IRR-GAW-2-4
STOP LOGS-automatic lifting beam fabrication, supply, erection, testing and commissioning of automatic lifting beam with all accessories for handling, lowering and lifting of spillway stop log gate elements including cost of all materials, machinery, labour, cutting, aligning, 277 welding, finishing, etc., complete as per specifications and drawings with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads) MOVING GANTRY CRANE-CLASS II fabrication, supply, erection, testing and commissioning of adequate capacity Class- II type moving gantry crane consisting of rail mounted gantry frame, top platform with hand railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system, cabin, control panel, 278 wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice / canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
IRR-GAW-2-5
IRR-GAW-2-6
RAIL TRACK FOR GANTRY CRANE Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements / river sluice / canal sluice 279 emergency gate including cost of all materials, machinery, labour, complete as per specifications (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads) VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTED Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent 280 including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with all leads and lifts, complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
tonne
137213.20
tonne
tonne
35746.40
120072.60
tonne
tonne capacity
17970.00
237820.70
tonne capacity
Rm
18145.40
7320.50
Rm
tonne
tonne
444.70
135722.10
33808.20
36
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-GAW-2-7
2
Item description
Unit
Rate
3
4
5
tonne capacity
71620.70
VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER OPERATED Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-magnetic brake system, hand operation assembly, control 281 panel, wire rope, pulleys, ladder etc., with all accessories for operating river sluice / canal sluice service gate including cost of all materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
IRR-GAW-2-8
IRR-GAW-2-9
HOIST BRIDGE/ WITH TRESSELS Design, fabrication, supply, erection and commissioning of structural steel hoist bridge consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all accessories for supporting rope 282 drum hoist for operating barrage gates including cost of all materials, machinery, labour, welding, finishing, etc., complete complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads) ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE GATES Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of rope drum, pulleys, gear system, electric motor, electro-magnetic brake system, manual operation assembly, position indicator, control panel, wire rope etc., with all accessories for operating 283 vertical lift roller gates for barrage including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc., complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
IRR-GAW-2-10
SCREW GEAR HOISTS INCLUDING PLATFORM ( UPTO 10 TON CAP) Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw gear type hoist consisting of supporting structure, platform, 284 ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,finishing etc.,complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
IRR-GAW-2-11
MANUAL OPERATED ROPE DRUM HOISTS Design, fabrication, supply, erection, testing and commissioning of adequate capacity manually operated rope drum hoist consisting of hoist platform, rope drum, gear system, brake system, wire rope, ladder etc., with all accessories for 285 operating canal regulator radial gate including cost of all materials, machinery, labour, welding, finishing, cleaning, ., complete with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
tonne capacity
tonne
2354.80
115727.40
tonne
tonne capacity
30570.70
35397.90
tonne capacity
tonne capacity
997.80
33455.00
tonne capacity
tonne capacity
tonne capacity
Itemwise unit rate for Labour Component 6
4508.50
76007.60
6040.10
37
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-GAW-2-12 New Item 201415-2
IRR-GAW-2-13 New Item 201415-3
IRR-GAW-2-14 New Item 201415-4
IRR-GAW-3
IRR-GAW-3-1
IRR-GAW-3-2
Item description
Unit
Rate
3
4
5
Tonne
124326.20
2
OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts 286 consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts 287 consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings. (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads) OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, 288 clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately) Labour Component (including contractor's profit and Overheads)
IRR-GAW-3-4
Tonne
22515.50
83401.00
Tonne
Tonne
18842.40
198547.40
Tonne
9581.20
SAND BLASTING AND PAINTING Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh 289 metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads 290 and all lifts (Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting) Labour Component (including contractor's profit and Overheads)
IRR-GAW-3-3
Tonne
Itemwise unit rate for Labour Component 6
painting of Lifting beams,cat walks and other similar structures-painting hoist machinery, on sand blasted surfaces with two coats of zinc phosphate 291 primer (airless spray preferred) 40microns/coat and twocoats of alkyd based micaccous iron oxide paint , 65 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts Labour Component (including contractor's profit and Overheads) HOISTS:STRUCTURAL COMPONENTS-painting structurals on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred) 40microns/coat and one coat 65+/292 5 of alkyd based micaccous iron oxide paint followed by two coats of synthetic enamel paint 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts Labour Component (including contractor's profit and Overheads)
sqm
431.70
sqm
sqm
84.40
499.40
sqm
sqm
180.00
350.60
sqm
sqm
sqm
138.20
432.10
180.00
38
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-GAW-3-5
IRR-GAW-4
IRR-GAW-4-1
Item description
Unit
Rate
3
4
5
sqm
383.00
2
HOISTS:machineryCOMPONENTS-painting hoist machinery, on sand blasted surfaces with one coats of zinc 293 phosphate primer (airless spray preferred) 50microns/coat and three coats of aluminium paint or synthetic enamel , 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts Labour Component (including contractor's profit and Overheads)
IRR-GAW-4-3
IRR-GAW-4-4
Chapter VI IRR-PMW IRR-PMW-1 IRR-PMW-1-1
IRR-PMW-1-2
IRR-PMW-1-3
IRR-PMW-1-4
180.00
PAINTING WITHOUT SAND BLASTING
E.M Parts OF ALL TYPES OF GATES Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by 294 finishing coats 2 coats with coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts (in respect of Heavily rusted (30 to 40% rusted) surfaces) Labour Component (including contractor's profit and Overheads)
IRR-GAW-4-2
sqm
Itemwise unit rate for Labour Component 6
sqm
568.60
sqm
180.00
Deleted from the year 2014-15 onwards
HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc, Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with two coats of Zinc chromite red oxide primer , followed by finishing coats 3 coats with synthetic enamel paint with material, labour,and all accessories 295 with all leads and lifts where surface cleaning by sand blasting is not feasible and based on specific recommendations of designers, it is to adopt surface preperation done manually by hand and power tool after cleaning by chemical treatment to remove grease, rust, scaling etc., and to form phasphate coating to prevent further rusting, before applying primer painting. Labour Component (including contractor's profit and Overheads) WALK WAYS( CAT WALKS), LIFTING BEAMS,etc, Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat 296 with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed by finishing coats 2 coats with coal tar epoxy with material, labour, and all accessories with all leads and lifts Labour Component (including contractor's profit and Overheads)
sqm
401.70
sqm
sqm
180.00
477.80
sqm
121.40
PRELIMINARY AND MAINTENANCE WORKS JUNGLE CLEARANCE : Clearing thin jungle growth ( more than 50 percent open space ) including 297 bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Labour Component (including contractor's profit and Overheads) Clearing thick jungle growth ( less than 50 percent open space ) including 298 bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Labour Component (including contractor's profit and Overheads) Removing stumps, tree roots, roots of bamboo clusters etc., upto 1.50 m girth 299 including excavation, stacking the materials neatly and levelling the surface etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 300 1.50 m and upto 3.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
sqm
1.20
sqm
sqm
1.30
1.90
sqm
Each
1.90
43.20
Each
Each Each
43.20
97.30 97.30
39
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1 IRR-PMW-1-5
2
Item description
Unit
Rate
3
4
5
Each
311.20
Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 301 3.0 m and upto 5.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-PMW-1-6
IRR-PMW-1-7
IRR-PMW-1-8
IRR-PMW-1-9
IRR-PMW-1-10
IRR-PMW-1-11
IRR-PMW-1-12
IRR-PMW-1-13
IRR-PMW-1-14
302
303
Additional rate for every 0.5 m increase in girth of tree stump/stumps of bamboo cluster beyond 5 m Labour Component (including contractor's profit and Overheads) Cutting and stacking bamboos excluding removing stumps and roots etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal 304 of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m girth 305 excluding removal of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps 306 and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Cutting trees above 0.6 m and upto 1.2 m girth excluding removal of stumps 307 and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Cutting trees above 1.2 m and upto 1.8 m girth excluding removal of stumps 308 and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Cutting trees above 1.8 m and upto 2.4 m girth excluding removal of stumps 309 and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Cutting trees above 2.4 m and upto 3.0 m girth excluding removal of stumps 310 and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Each Each
311.20 55.30
Each Each
55.30 12.60
Each
Each
12.60
12.20
Each
Each
12.20
24.40
Each
Each
24.40
82.70
Each
Each
79.60
289.30
Each
Each
278.60
578.60
Each
Each
557.20
1157.10
Each
Each
Itemwise unit rate for Labour Component 6
1114.40
1872.50
Each
1787.00
For every 0.5 m increase in girth of tree beyond 3 m add IRR-PMW-1-15
IRR-PMW-1-16
IRR-PMW-2
IRR-PMW-2-1
311
312
Additional rate for cutting tree for every 0.5 m increase in girth of tree beyond 3 m. Labour Component (including contractor's profit and Overheads) Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
656.40
Each sqm
630.80 4.50
sqm
4.40
PRELIMINARY WORKS : Earthwork excavation for trial pits / borrow pits and other investigation works 313 in all kinds of soil including boulders upto 30 cm dia and disposing off excavated soil as directed with lead upto 10 m and lift upto 3 m. Labour Component (including contractor's profit and Overheads)
IRR-PMW-2-2
Each
Earthwork excavation for trial pits / borrow pits and other investigation works 314 in soft rock including disposing off the excavated rock as directed with lead upto 10 m and lift upto 3 m. Labour Component (including contractor's profit and Overheads)
cum
222.90
cum
cum cum
222.90
312.60 312.70
40
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-PMW-2-3
IRR-PMW-2-4
Item description
2
3 Conducting geophysical investigation studies by electrical resistivity method in stages of 5m for sub-surface details such as depth of formations, shear zones, classification of strata, depth of water table etc., including cost of 315 all materials, equipments, labour, analysing and reporting the details of field studies conducted etc., complete excluding cost of transportation arrangements. Labour Component (including contractor's profit and Overheads) Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and lebelling, supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc., complete for depth 316 upto 30 m from surface. 1. For driiling through over-burden beyond 30 m from surface increase the rate per Rm by 10 percent. 2. For providing HDPE or light black MS casing pipe add the cost of pipe per Rm. Labour Component (including contractor's profit and Overheads)
IRR-PMW-2-5
Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box and redrilling in case of collapse of 317 sides etc., complete for depth upto 30 m from surface. 1. For driiling in hard rock beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For driiling in hard rock beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent. Labour Component (including contractor's profit and Overheads)
IRR-PMW-2-5-A (New Item 201415)-5
Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and 318 redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Primary and Secondary Holes 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent. Labour Component (including contractor's profit and Overheads)
IRR-PMW-2-5-B (New Item 201415)-6
Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box 319 and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Test Holes 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent. Labour Component (including contractor's profit and Overheads)
Unit
Rate
4
5
stage
283.90
stage
Rm
218.10
1162.20
Rm
Rm
390.30
5942.70
Rm
Rm
1553.00
3809.60
Rm
Rm
Rm
Itemwise unit rate for Labour Component 6
926.60
4599.60
927.20
41
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
IRR-PMW-2-6
2
Item description
Unit
Rate
3
4
5
Rm
5781.60
Drilling 47 mm (BX )dia core hole in hard rock using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples,logging, lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., 320 complete for depth upto 30 m from surface. 1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent. Labour Component (including contractor's profit and Overheads)
IRR-PMW-2-6-A (New Item 201415)-7
Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed 321 including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent. Labour Component (including contractor's profit and Overheads)
IRR-PMW-2-7
IRR-PMW-2-8
NOTE:
IRR-PMW-2-9
Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, 322 engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-PMW-3-1
IRR-PMW-3-2
IRR-PMW-3-3
Rm
Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6 block of size 90 x 90 x 120 cm using 40 mm down size graded coarse 324 aggregate and providing 35 cm thick 30 cm high UCR masonry in CM 1 : 5 proportion protective wall alround the BM stone, including cost of all materials, labour, dressing top surface of stone, engraving BM data
1553.00
3580.90
Rm
Each
926.60
136.90
Each
Providing and fixing 20 x 20 x 75 cm size temporary bench mark stone in CC 1 : 4 : 8 using 40 mm down size graded coarse aggregate including cost of all Each 323 materials, labour, dressing top surface, engraving BM data etc.,complete with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Each For providing 30 cm thick compacted murum bed in B.C soil area including additional excavation for thickness of murum bedding add per Each
Labour Component (including contractor's profit and Overheads) IRR-PMW-3
Rm
Each
Itemwise unit rate for Labour Component 6
103.90
452.60 308.40 4.00
5625.10
Each
2716.10
MAINTENANCE WORKS : Removing dry stone rock-toe / rivetment and filter layers below rock-toe/ 325 rivetment including stacking all materials separately as directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Re-constructing 60 cm thick hand packed rough stone revetment with through stones at 1.5 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and 326 stones and filter aggregates obtained from revetment removed for reconstruction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Re-constructing dry rubble rock-toe and filter media for rock-toe consisting of sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter 327 aggregates obtained from rock-toe removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
cum
180.20
cum
sqm
180.20
215.40
sqm
cum
cum
134.90
244.80
193.20
42
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1 IRR-PMW-3-4
IRR-PMW-3-5
IRR-PMW-3-6
IRR-PMW-3-7
IRR-PMW-3-8
Item description
2
3 Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCC / 328 Other types of slab lining set in CM 1 : 3 including flush cement mortar pointing in CM 1 : 3 with lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Removing and resetting disturbed dry rubble / khandki stone pitching 25 to 329 45 cm thick including packing, wedging, finishing etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Removing and refixing disturbed chainage / demarcation / hectometre / 330 guard stones including excavation, back filling etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Removing and refixing disturbed km stone / sign board / hecto-metre stone etc., including excavation, back filling with available stuff after refixing, forming 331 base platform of size 90 x 90 x 7.5 cm including watering, ramming etc complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Providing impervious hearting for breached / damaged portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all 332 operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-PMW-3-9
Providing pervious/semi-pervious casing for breached / damaged portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all 333 operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-PMW-3-10
Providing impervious hearting for breached / damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all 334 operations such as collection of soil,sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-PMW-3-11
Providing pervious /semi-pervious casing for breached /damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all 335 operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads)
IRR-PMW-3-12
IRR-PMW-3-13
IRR-PMW-3-14
Repairing rain cuts / resectioning canal slopes to required lines and grades 336 as directed using available soil including dressing, clod breaking, packing, tamping etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushing including chiselling and removing leached lime deposit and disposing 337 off all the waste material out side adits in specified location etc., complete with all leads and lifts. Labour Component (including contractor's profit and Overheads) Cleaning dam parapet inner face and top using oxalic acid and water by 338 scrubbing / brushing and washing to remove all surface coatings etc., complete . Labour Component (including contractor's profit and Overheads)
Unit
Rate
4
5
sqm
52.50
sqm
sqm
46.50
48.00
sqm
Each
48.00
60.80
Each
Each
60.80
136.80
Each
cum
136.80
185.60
cum
cum
27.80
212.30
cum
cum
33.20
168.60
cum
cum
26.60
192.10
cum
sqm
31.40
3.10
sqm
Rm
3.10
36.40
Rm
Rm Rm
Itemwise unit rate for Labour Component 6
28.00
32.90 20.20
43
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
Item description
Unit
Rate
3
4
5
cum
134.50
2
IRR-PMW-3-15
Deleted from the year 2014-15 onwards
IRR-PMW-3-16
Deleted from the year 2014-15 onwards
IRR-PMW-3-17
Deleted from the year 2014-15 onwards
IRR-PMW-3-18
Deleted from the year 2014-15 onwards
IRR-PMW-3-19
Deleted from the year 2014-15 onwards
IRR-PMW-3-20
IRR-PMW-3-21
Excavation and removal of silt and silt mixed with sand from canal bed in dry condition including disposing off the same in spoil bank or on the canal 339 embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal 340 embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads)
Providing homogeneous embankment using soil from approved borrow area IRR-PMW-3-22 in layers of 25 to 30 cm before compaction including cost of all materials, (new Item5 2010341 machinery, labour, all operations such as excavation, sorting out, transportation, 11) (for Minor spreading soil in layer of specified thickness, breaking clods, Works) sectioning,etc.,complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) Providing homogeneous embankment using soil from approved borrow area IRR-PMW-3-23 in layers of 25 to 30 cm before compaction including cost of all materials, (new Item6 2010342 machinery, labour, all operations such as watering, compactingto density control 11) (for Minor of not less than 95 percent or as stipulated using 8T roller etc., complete Works) with initial lead upto 1 km and all lifts.
cum
cum
134.50
168.20
cum
cum
168.20
95.50
cum
cum
13.10
46.10
6.40
Labour Component (including contractor's profit and Overheads) Providing homogeneous embankment using soil from approved borrow area IRR-PMW-3-24 in layers of 25 to 30 cm before compaction including cost of all materials, (new Item7 2010- 343 machinery, labour, all operations such as compactingto density control of not 11) less than 90 percent or as stipulated using 2T roller etc., complete with initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) (New Item 201213-3) IRR-PMW-325(a) IRR-PMW-325(b) IRR-PMW-3-25( c) IRR-PMW-325(d) IRR-PMW-325(e) IRR-PMW-325(f) (new Item 201213-6)
IRR-PMW-3-26 New Item 201415-8
COM-MWRK
Itemwise unit rate for Labour Component 6
cum
6.10
cum
1.10
Weed Removal by Manual Means 344 345 346 347 348
Removal of Water Hyacinth up to 30 cm thick Removal of Water Hyacinth beyond 30 cm thick Clearing Alchi Tilla Removal of Jammu Removal of Imponea, Cornea
349
Sqm
5.40
Sqm
7.40
Sqm
5.00
Sqm
4.20
Sqm
5.00
Sqm
1.60
Sqm
397.20
Removal of Natchu, goobi, thooti, etc. PAINTING OF SLUICES FOR MAINTENANCE WORKS Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaniong, applying primary coat 350 with one coat of Zinc rich epoxy primer to a thickness of 100 microns, followed by finishing coats 2 coats with Coal tar epoxy with material, labour, and all accessories with all leads and lifts. Labour Component (including contractor's profit and Overheads)
Sqm
145.92
New extra items-- common item for all earth works using only manual labour for all other works
44
Abstract of work items_UNit Rates for the year 2014-15
Chapterwise item S.NO No. 1
COM-MWRK-1
COM-MWRK-2
COM-MWRK-3
COM-MWRK-4
2
Item description
Unit
Rate
3 without involving contractors
4
5
cum
98.30
cum
118
cum
221.80
cum
440.30
(Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same 351 as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) With 3 Cum per day output (Manual)Excavation in all kinds of soil/HDR including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the 352 same as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) With 2.5 Cum per day output
(Manual)Excavation in soft rock (including F&F rock) without blasting, including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified 353 dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) Soft rock 1.33 Cum/Day (Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same 354 as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) Hard rock 0.67Cum/ day
Itemwise unit rate for Labour Component 6
45
Abstract of leads and lifts - for the year 2014-15
COM-LDLFT
Abstract LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS FOR THE YEAR: 2014-15
COM-LDLFT
1 For total lead upto 150 m ( including initial lead ) lead charges by head load only shall be adopted irrespective of mode of conveyance. 2 For total lead exceeding 150 m conveyance by mechanical means only shall be adopted irrespective of mode of conveyance. 3 The rates for loading at quarry including idle hire charges of trucks and hire charges per for each kilometer and upto 5 km are cumulative and inclusive of total charges for preceding lead. 4 Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones are for loose volume and not for compacted or in-situ volume. 5 The rates for lift charges,lead charges hire cahrges are cumulative are cumulative and inclusive of rates for preceding lift,load and hire charges 6 Lift charges are not payable where conveyance of materials is by mechanical means to final placing point. 7 Loading and unloading charges are not payable for conveyance by head load. 8 Loading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 50 m wherever specified. 9 Loading and unloading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 1 km wherever specified. 10 The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone are inclusive of stacking. 11 Hire charges are per 1KM for tippers and trucks for tranport of materials from work site to dump yard and other places are cumulative& includes previous km upto 5 kms 12 The lead & lift charges are inclusive of contractor's profit and overhead charges of 14% 13 During the BoCE meeting held on 24-05-2014, it is observed that in some of the estimates, Lead
Charges are being added directly to the material basic rates for arriving the finished item rate. In view of that, the BoCE has instructed to see that while arriving the finished item rate, the lead charges are to be added to the material basic rates only after deducting the provision of "Contractor's Profit and Overhead charges" COM-LDLFT-1 A. (Lead) Conveyance Charges for materials by head load FOR THE YEAR: 2014-15
Sl No.
Total distance ( Total lead includes initial lead )
1
2
Earth / Sand /Gravel / Murrum/ Lime/ Surki/ Size stone / Cut stone Rubble / Coarse 3
1 2 3
Total lead upto 50 m (covered by item rate) Total lead upto 100 m Total lead upto 150 m
initial lead 48.00 96.10
PCC slab/ Shahbad slab Cement / Reinforce-ment / CC block/ steel Str steel BS slab/ LateRs / tonne rite / Wood Rs / cum 4
5
initial lead 28.00 56.10
initial lead 61.10 122.30
Notes: 1. No loading or unloading charges are admissible for conveyance by head load. 2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be adopted irrespective of mode of conveyance. 3.The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges COM-LDLFT-2 B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks excluding loading, unloading and idle hire charges of machinery ( No loading and unloading charges allowed for machinery loading and unloading )
Sl No.
Distance
1
2
(Lead) charges for (Lead) charges (Lead) charges for trucks and trucks and (Lead) charges (Lead) charges for trucks and tippers per tippers for for trucks and for trucks and tippers for cu.meter for Cement/ tippers for Earth tippers per Rubble/Size PCC slabs/ Steel/ RCC / Sand /Gravel / cu.meter for stones/ Cut Shahabad poles/ AC & Murrum/ Lime/ water/ 1000 Stones/ Coarse slabs/ CC & GI sheets/ Surki/ per litres aggregate per Laterite blocks/ Packed cu.meter cu.meter materials/tonn Wood/ cum e 3 4 5 6 7
(Lead) charge s for trucks per 1000 Nos. of Bricks 8
46
Abstract of leads and lifts - for the year 2014-15
1 2 3 4 5
Lead upto 1 km Lead upto 2 km Lead upto 3 km Lead upto 4 km Lead upto 5 km
31.50 44.10 58.90 71.50 84.10
30.40 42.60 58.90 71.50 84.10
19.00 26.60 36.80 44.70 52.60
44.70 62.60 86.60 105.10 123.70
for Every km beyond 5 km upto 30 km 6 12.60 12.60 7.90 18.50 for Every km beyond 30 km 7 10.50 10.50 6.60 15.50 Note:The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges
18.80 26.30 35.00 42.50 50.00
50.70 71.00 94.60 114.90 135.20
7.50
20.30
6.30
16.90
COM-LDLFT-3 C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)
Sl No.
Description of item
Earth / Sand Rubble/ size /Gravel stone/ cut stone/ Murrum/ / Surki/ Coarse aggregate,Lime Rs / cum in Rs/cum
cement in Rs/tonne
steel in Rs./tonne
1 2 3 4 5 6 1 Loading 16.00 32.00 52.80 63.30 2 Unloading 8.00 16.00 52.80 63.30 Note:The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges
brick work Rs/1000 No
7 44.00 44.00
COM-LDLFT-4 D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )
Sl No.
Description of item
Earth / Sand Rubble/ size /Gravel stone/ cut stone/ Murrum/ / Surki/ Coarse aggregate,Lime Rs / cum in Rs/cum
cement in Rs/tonne
steel in Rs./tonne
brick work Rs/1000 No
1 2 3 4 5 6 7 1 Loading 108.20 124.20 154.20 164.70 211.30 2 Unloading 38.60 62.10 154.20 164.70 211.30 Note:The Loading & Unloading Charges are inclusive of 14% Contractor's Profit and Over Head Charges
47
Abstract of leads and lifts - for the year 2014-15
COM-LDLFT-5 E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)
Sl No.
Description of item
Earth / Sand Rubble/ size /Gravel stone/ cut stone/ Murrum/ / Surki/ Coarse aggregate,Lime Rs / cum in Rs/cum
1 2 3 4 1 Loading 52.50 105.00 2 Unloading 15.90 15.90 Note:The Loading & Unloading Charges are inclusive of 14% Contractor's Profit and Over Head Charges COM-LDLFT-6 F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD
Sl No.
Total lift ( Total lift includes initial lift )
Earth / Sand /Gravel Murrum/ Lime/ Surki/ Size stone / Cut stone Rubble / Coarse aggregate Rs / cum
Cement / Reinforcement steel Str steel Rs / tonne
PCC slab/ Shahbad slab / CC block/ BS slab / Laterite / Wood Rs / cum
1
2
3
4
5
Initial lift
Initial lift
Initial lift
5.60
4.10
7.50
1
2
Total lift upto 3 m (covered by item rate) For Every 1.00 Lift beyond initial lift of 3 meters
Note:The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges
48
Dam and Allied Works - Item Unit Rates 2014-15
Chapter - I DAM AND ALLIED WORKS - Standard Data
(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) FOR THE YEAR :2014-15 Index- code IRR-DAW
DAM AND ALLIED WORKS - DATA RATES
Directions to add Seigniorage Charges and Additional Lead Charges Seigniorage Charges: 1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable. 2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself) 3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate Additional Lead and Lift Charges: 1. Unless otherwise specified the basic rates are inclusive of all lifts. 2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again Example: Total lead for sand from approved sand quarry : 15 Km Initial lead included in the basic rate in the SR : 1 Km Additional lead charges : Lead charges for 5 km Rs. 84.10 Lead charges for next 10 km Rs. 126 Total lead charges for 15 km /cum Rs. 210.10 Less 1 km initial lead charges /cum Rs. 31.50 (-) Net additional lead charges / cum Rs. 178.60
3. The Leads for Steel and Cement shall be from the nearest market place to the Project area 4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above) Example: Total lead for earth from approved borrow area : 15 Km Initial lead included in the basic rate in the SR : 1 Km Additional lead charges : Lead charges for 5 km Rs. 84.10 Lead charges for next 10 km Rs. 126 Total lead charges for 15 km /cum Rs. 210.10 Less 1 km initial lead charges /cum Rs. 31.50 (-) Net additional lead charges / cum Rs. 178.60 5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges DAW - Work Items
IRR-DAW-1
EXCAVATION & FOUNDATION TREATMENT WORKS:
IRR-DAW-1-1
Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for dam, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
1
Unit
Quantity
NIL
0.00 0.00
Total cost of Materials
Rs:
UNIT 880 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 0.00
B. MACHINERY: Sl No 1 2
Description Shovel 0.85 cum capacity Fuel / Energy charges Dumpers 5 cum capacity 6 Nos
Unit Hour Hour Hour
Quantity 8.00 8.00 48.00
Rate Amount in Rs. in Rs 1706.60 13652.80 937.80 7502.40 580.70 27873.60
48
Dam and Allied Works - Item Unit Rates 2014-15
3
Fuel / Energy charges Hour Tipper 5 cum capacity 1 No Hour Fuel / Energy charges Hour Total hire charges of Machinery
48.00 8.00 8.00
429.70 446.70 322.20 Rs:
20625.60 3573.60 2577.60 75805.60
204.10 195.90 153.10 370.00 295.00 Rs:
Amount in Rs 1632.80 9403.20 1224.80 370.00 4720.00 17350.80
C. LABOUR: Sl No 1 2 3 4 5
Description
Unit
Quantity
Crew for Shovel Crew for Dumper Crew for Tipper work inspector mazdoor
Hour Hour Hour Day Day Total cost of Labour labour component/unit qty 19.70 Add contractor's profit and overhead charges 14% 2.80 labour component/unit qty (including contractor's profit) 22.50
Rate in Rs. 8.00 48.00 8.00 1.00 16.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total D.Add for contractor's profit and overheads on (A+B+C) Total cost for 880.00 Rate per cum (A+B+C+D)/880
IRR-DAW-1-2
14% cum
0.00 75805.60 17350.80 93156.40 13041.9 106198.30 120.70
Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
Particulars
Unit
Quantity
NIL
0.00 0.00 Total cost of Materials
UNIT : 520 cum Rate Amount in Rs. in Rs. 0.00 0.00 0.00 0.00 Rs: 0.00
B. MACHINERY: Sl No Description 1 2 3
Unit
Shovel 0.85 cum capacity Fuel / Energy charges Dumpers 5 cum capacity( 4 Nos) Fuel / Energy charges Tipper 5 cum capacity( 1 No) Fuel / Energy charges Total hire charges of Machinery
Quantity
Hour Hour Hour Hour Hour Hour
8.00 8.00 32.00 32.00 8.00 8.00
Rate in Rs. 1706.60 937.80 580.70 429.70 446.70 322.20 Rs:
Amount in Rs 13652.80 7502.40 18582.40 13750.40 3573.60 2577.60 59639.20
Rate in Rs. 204.10 195.90 153.10 370.00 345.00 295.00 Rs.
Amount in Rs 1632.80 6268.80 1224.80 370.00 862.50 2950.00 13308.90
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
0.00 59639.20 13308.90 72948.10 10212.73 83160.83 159.90
C. LABOUR: Sl No 1 2 3 4 5 6
Description
Unit
Crew for Shovel Crew for Dumper Crew for Tipper work inspector Crowbarman mazdoor
Quantity
Hour Hour Hour Day Day Day Total cost of Labour labour component/unit qty 25.60 Add contractor's profit and overhead charges 14% 3.60 labour component/unit qty (including contractor's profit) 29.20
8.00 32.00 8.00 1.00 2.50 10.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Total cost for 520.00 Rate per cum (A+B+C+D)/520
14% cum
49
Dam and Allied Works - Item Unit Rates 2014-15
IRR-DAW-1-3
DATA:
Excavation for foundation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts. RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Description Use rate of 1.5 m drill rod Reconditioning charges @ Use rate of air hose 4 Nos. Explosive small dia Electric detonators Fuse coil Sundries Total cost of Materials
Unit
UNIT : 520.00 cum. Rate Amount in Rs. in Rs 20.14 4350.24 435.02 10.94 284.38 70.00 7280.00 13.00 2002.00 11.00 3520.00 41.00 205.00 Rs. 18076.64
Quantity
Rm
216.00
10% Hour kg Nos Rm LS
26.00 104.00 154.00 320.00 5.00
B. MACHINERY: Sl No
Description
Unit
Quantity
Rate in Rs.
1 2 3 4 5
Shovel 0.85 cum capacity Fuel / Energy charges Dumpers 5 cum capacity 4 Nos. Fuel / Energy charges Tipper 5 cum capacity 1 No Fuel / Energy charges Air compressor 8.5 cmm ( ele ) 2 Nos Fuel / Energy charges Jack hammers 4 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
8.00 8.00 32.00 32.00 8.00 8.00 13.00 13.00 26.00 26.00
1706.60 937.80 580.70 429.70 446.70 322.20 170.80 428.00 19.80 0.00 Rs:
Amount in Rs 13652.80 7502.40 18582.40 13750.40 3573.60 2577.60 2220.40 5564.00 514.80 0.00 67938.40
C. LABOUR: Sl No
Description
Unit
Quantity
Hour Hour Hour Hour Hour Day Day Day Day Day Day Total cost of Labour labour component/unit qty 45.60 Add contractor's profit and overhead charges 14% 6.40 labour component/unit qty (including contractor's profit) 52.00 1 2 3 4 5 6 7 8 9 10 11
Crew for Shovel Crew for Dumper Crew for Tipper Crew for Air compressor Crew for Jack hammer work inspector Blaster Helper blaster Crowbarman Stone breaker mazdoor
Rate in Rs. 8.00 32.00 8.00 13.00 26.00 1.00 1.00 1.00 2.50 1.00 10.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14% cum.
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 520.00 Rate per cum. (A+B+C+D)/520 IRR-DAW-1-3A New Item 2014-15-1
204.10 195.90 153.10 142.40 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs.
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Amount in Rs 1632.80 6268.80 1224.80 1851.20 7402.20 370.00 440.00 345.00 862.50 345.00 2950.00 23692.30
18076.64 67938.40 23692.30 109707.34 15359.03 125066.37 240.50
Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
Description Use rate of 1.5 m drill rod Reconditioning charges @
Unit Rm
Quantity 216.00
10%
UNIT : 520.00 cum. Rate Amount in Rs. in Rs 20.14 4350.24 435.02
50
Dam and Allied Works - Item Unit Rates 2014-15
2 3 4 3 4 5 6
Use rate of air hose 4 Nos. Use rate of chain link wire mesh Use rate of Sand Bags Explosive small dia Electric delay detonators Fuse coil Sundries Total cost of Materials
Hour Sq m Nos. kg Nos Rm LS
26.00 500.00 190.00 104.00 154.00 320.00 5.00
10.94 64.93 74.45 70.00 23.00 11.00 41.00 Rs.
284.38 32462.50 14145.50 7280.00 3542.00 3520.00 205.00 66224.64
1706.60 937.80 1715.50 656.00 580.70 429.70 446.70 322.20 170.80 428.00 19.80 0.00 Rs:
Amount in Rs 13652.80 7502.40 1715.50 656.00 18582.40 13750.40 3573.60 2577.60 2220.40 5564.00 514.80 0.00 70309.90
B. MACHINERY: Sl No
Description
Unit
Quantity
Rate in Rs.
1 2 3 4 5 6
Shovel 0.85 cum capacity Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Dumpers 5 cum capacity 4 Nos. Fuel / Energy charges Tipper 5 cum capacity 1 No Fuel / Energy charges Air compressor 8.5 cmm ( ele ) 2 Nos Fuel / Energy charges Jack hammers 4 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
8.00 8.00 1.00 1.00 32.00 32.00 8.00 8.00 13.00 13.00 26.00 26.00
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8 9 10 11 12
Crew for Shovel Crew for Angle dozer Crew for Dumper Crew for Tipper Crew for Air compressor Crew for Jack hammer work inspector Blaster Helper blaster Crowbarman Stone breaker mazdoor
Unit
Quantity
Hour Hour Hour Hour Hour Hour Day Day Day Day Day Day Total cost of Labour labour component/unit qty 53.70 Add contractor's profit and overhead charges 14% 7.50 labour component/unit qty (including contractor's profit) 61.20
Rate in Rs. 8.00 1.00 32.00 8.00 13.00 26.00 3.00 1.50 2.00 2.50 2.00 18.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14% cum.
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 520.00 Rate per cum. (A+B+C+D)/520
IRR-DAW-1-4 (a)
204.10 204.10 195.90 153.10 142.40 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs.
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Amount in Rs 1632.80 204.10 6268.80 1224.80 1851.20 7402.20 1110.00 660.00 690.00 862.50 690.00 5310.00 27906.40
66224.64 70309.90 27906.40 164440.94 23021.73 187462.67 360.50
Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS
A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7
Use rate of drill rod 1.5 m long Reconditioning charges @ Use rate of air hose 4 Nos. Explosive small dia Ordinary detonators Electric detonators Fuse coil Sundries Total cost of Materials
Unit
Quantity
Rm
310.00
10% Hour kg Nos Nos Rm LS
48.00 95.00 10.00 333.00 450.00 5.00
UNIT 320.00 cum Rate Amount in Rs. in Rs 26.85 8324.53 832.45 10.94 525.00 70.00 6650.00 9.00 90.00 13.00 4329.00 11.00 4950.00 41.00 205.00 Rs: 25905.98
51
Dam and Allied Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No Description 1 2 3 4 5 6
Shovel 0.85 cum capacity Fuel / Energy charges Dumpers 5 cum capacity 3 Nos. Fuel / Energy charges Tipper 5 cum capacity 1 No Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Air compressor 8.5 cmm (ele) 2 Nos. Fuel / Energy charges Jack hammers 4 Nos. Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
8.00 8.00 24.00 24.00 4.00 4.00 1.00 1.00 24.00 24.00 48.00 48.00
Unit
Quantity
1 2 3 4 5 6 7 8 9 10 11 12
Crew for Shovel Hour Crew for Dumper Hour Crew for Tipper Hour Crew for Dozer Hour Crew for Air compressor Hour Crew for Jack hammer Hour work inspector Day Blaster Day Helper blaster Day Crowbarman Day Stone breaker Day mazdoor Day Total cost of Labour labour component/unit qty 88.10 Add contractor's profit and overhead charges 14% 12.30 labour component/unit qty (including contractor's profit) 100.40
8.00 24.00 4.00 1.00 24.00 48.00 1.00 1.00 1.00 1.00 2.00 6.00
IRR-DAW-1-5 (b)
Amount in Rs 13652.80 7502.40 13936.80 10312.80 1786.80 1288.80 1715.50 656.00 4099.20 10272.00 950.40 0.00 66173.50
Rate in Rs.
Amount in Rs 1632.80 4701.60 612.40 204.10 3417.60 13665.60 370.00 440.00 345.00 345.00 690.00 1770.00 28194.10
204.10 195.90 153.10 204.10 142.40 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total 14% cum
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 320.00 Rate per cum (A+B+C+D)/320
Rate in Rs. 1706.60 937.80 580.70 429.70 446.70 322.20 1715.50 656.00 170.80 428.00 19.80 0.00 Rs.
25905.98 66173.50 28194.10 120273.58 16838.3 137111.88 428.50
Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by controlled blasting method and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7 8 9
Use rate of drill rod 1.5 m length Reconditioning charges @ Use rate of 50 m air hose 4 Nos. Use rate of chain link wire mesh Use rate of sand bag Explosive small dia. Ordinary detonators Electric delay detonators Fuse coil Sundries Total cost of Materials
B. MACHINERY: Sl No 1 2 3
Particulars Shovel 0.85 cum capacity Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Dumpers 5 cum capacity 3 Nos.
Unit
Quantity
Rm 10% Hour sqm Nos kg Nos Nos Rm LS
Unit Hour Hour Hour Hour Hour
UNIT : 480.00 cum Rate Amount in Rs. in Rs 26.85 12459.95 1246.00 10.94 765.63 64.93 46421.38 74.45 43181.00 70.00 10430.00 9.00 207.00 23.00 11500.00 11.00 7700.00 41.00 410.00 Rs: 134320.96
464.00 70.00 715.00 580.00 149.00 23.00 500.00 700.00 10.00
Quantity
Rate in Rs. 12.00 12.00 2.00 2.00 36.00
1706.60 937.80 1715.50 656.00 580.70
Amount in Rs 20479.20 11253.60 3431.00 1312.00 20905.20
52
Dam and Allied Works - Item Unit Rates 2014-15
Fuel / Energy charges Hour 4 Tipper 5 cum capacity 1 No Hour Fuel / Energy charges Hour 5 Air compressor 8.5 cmm ( ele ) 2 Nos Hour Fuel / Energy charges Hour 6 Jack hammers 4 Nos. Hour Fuel / Energy charges Hour Total hire charges of Machinery C. LABOUR: Sl No Description Unit 1 2 3 4 5 6 7 8 9 10 11 13
36.00 4.00 4.00 35.00 35.00 70.00 70.00
Quantity
Crew for Shovel Crew for Angle dozer Crew for Dumper Crew for Tipper Crew for Air compressor Crew for Jack hammer work inspector Blaster Helper blaster Crowbarman Stone breaker mazdoor
Hour Hour Hour Hour Hour Hour Day Day Day Day Day Day Total cost of Labour labour component/unit qty 96.70 Add contractor's profit and overhead charges 14% 13.50 labour component/unit qty (including contractor's profit) 110.20
IRR-DAW-1-6 ( c)
Note :
15469.20 1786.80 1288.80 5978.00 14980.00 1386.00 0.00 98269.80
204.10 204.10 195.90 153.10 142.40 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs.
Amount in Rs 2449.20 408.20 7052.40 612.40 4984.00 19929.00 1665.00 660.00 1035.00 862.50 862.50 5900.00 46420.20
Rate in Rs. 12.00 2.00 36.00 4.00 35.00 70.00 4.50 1.50 3.00 2.50 2.50 20.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total 14% cum
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 480.00 Rate per cum (A+B+C+D)/480
429.70 446.70 322.20 170.80 428.00 19.80 0.00 Rs:
134320.96 98269.80 46420.20 279010.96 39061.53 318072.49 662.70
Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by line drilling and smooth blasting and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including dressing sides and bed to required level / profile, placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto 1 km and all lifts. i ) 1 m width of excavation along the face to be dressed shall be treated as excavation by line drilling and smooth blasting. ii) The rate includes controlling fly-rock wherever required. iii ) The rate under this item shall be paid only on ascertaining that the surface requiring dressing has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval. iv ) In case, where the above criteria is not fulfilled payment shall be restricted to the rate provided for excavation by normal or controlled blasting as the case may be..
DATA:
RATE ANALYSIS UNIT : A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7
Use rate of drill rod 1.5 m length Reconditioning charges @ Use rate of 50 m air hose 4 Nos. Explosive small dia. Ordinary detonators Electric delay detonators Fuse coil Sundries Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4
Shovel 0.85 cum capacity Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Dumpers 5 cum capacity 3 Nos. Fuel / Energy charges Air compressor 8.5 cmm ( ele ) 2 Nos
Unit
Quantity
Rm
138.00
10% Hour kg Nos Nos Rm LS
22.00 10.50 2.00 76.00 140.00 2.00
Unit Hour Hour Hour Hour Hour Hour Hour
Quantity 1.00 1.00 0.25 0.25 3.00 3.00 11.00
40.00 cum Rate Amount in Rs. in Rs 26.85 3705.76 370.58 10.94 240.63 70.00 735.00 9.00 18.00 23.00 1748.00 11.00 1540.00 41.00 82.00 Rs. 8439.97
Rate in Rs. 1706.60 937.80 1715.50 656.00 580.70 429.70 170.80
Amount in Rs 1706.60 937.80 428.88 164.00 1742.10 1289.10 1878.80
53
Dam and Allied Works - Item Unit Rates 2014-15
5
Fuel / Energy charges Hour Jack hammers 4 Nos. Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No
Description
Unit
11.00 22.00 22.00
Quantity
1 2 3 4 5 6 7 8 9 10 11
Crew for Shovel Hour Crew for Angle dozer Hour Crew for Dumper Hour Crew for Air compressor Hour Crew for Jack hammer Hour work inspector Day Blaster Day Helper blaster Day Crowbarman Day Stone breaker Day mazdoor Day Total cost of Labour labour component/unit qty 254.60 Add contractor's profit and overhead charges 14% 35.60 labour component/unit qty (including contractor's profit) 290.20 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-1-7
204.10 204.10 195.90 142.40 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs.
Amount in Rs 204.10 51.03 587.70 1566.40 6263.40 185.00 220.00 172.50 172.50 172.50 590.00 10185.13
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
8439.97 13290.88 10185.13 31915.98 4468.24 36384.22 909.60
Total 14% cum
Preparing foundation bed for masonry or concrete by benching, stepping, removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface with air and water jet etc. ,complete with initial lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
Unit
Quantity
NIL
UNIT: 100.00 sqm Amount in Rs 0.00 0.00 0.00 0.00 Rs. 0.00
Rate in Rs. 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1 2
Air compressor 8.5 cmm ( ele ) Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
Quantity
Hour Hour Hour Hour
Unit
1 2 3 4 5
Crew for Air compressor Hour Crew for Pump Hour Stone breaker Day mazdoor Day Crowbar man Day Total cost of Labour labour component/unit qty 23.30 Add contractor's profit and overhead charges 14% 3.30 labour component/unit qty (including contractor's profit) 26.60
Rate in Rs. 1.00 1.00 1.00 1.00
Quantity
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 Rate per sqm (A+B+C+D)/100
170.80 428.00 3.00 38.00 Rs.
Amount in Rs 170.80 428.00 3.00 38.00 639.80
142.40 72.10 345.00 295.00 345.00 Rs:
Amount in Rs 142.40 72.10 690.00 737.50 690.00 2332.00
Rate in Rs. 1.00 1.00 2.00 2.50 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-1-8
4708.00 435.60 0.00 13290.88
Rate in Rs. 1.00 0.25 3.00 11.00 22.00 0.50 0.50 0.50 0.50 0.50 2.00
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 40.00 Rate per cum (A+B+C+D)/40
428.00 19.80 0.00 Rs:
Total 14% sqm
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
0.00 639.80 2332.00 2971.80 416.05 3387.85 33.90
Preparing foundation bed for cut-off trench filling in rock portion by
54
Dam and Allied Works - Item Unit Rates 2014-15
removing all loose materials by wedging / chiselling and disposing off the same as directed etc., complete with initial lead upto 50 m and all lifts. DATA
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
Unit
Quantity
NIL
UNIT: 100.00 sqm Amount in Rs 0.00 0.00 0.00 0.00 Rs. 0.00
Rate in Rs. 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL
Rate in Rs.
Amount in Rs 0.00 0.00 0.00 0.00 Rs. 0.00
0.00 0.00 Total cost of Machinery
C. LABOUR: Sl No Description 1 2 3
Crowbar man Stone breaker mazdoor
Unit
Quantity
Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 2.00 2.00 2.00
345.00 345.00 295.00 Rs:
19.70 14% 2.80 22.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
NOTE:
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total 14% sqm
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 Rate per sqm (A+B+C+D)/100
IRR-DAW-1-9
Amount in Rs 690.00 690.00 590.00 1970.00
0.00 0.00 1970.00 1970.00 275.8 2245.80 22.50
Drilling 45 to 50 mm dia holes vertical or inclined upto 10 degrees to vertical in rock /masonry/ concrete by percussion drilling using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required etc., complete. for drilling upto 6 m depth from surface. The item rate for drilling through rock / masonry / concrete includes redrilling through partially set grout, if any, in the portion of hole already grouted.
Data
RATE ANALYSIS UNIT: A. MATERIALS: Sl No Particulars 1 2 3
Use rate of cross bit 50 mm dia Use rate of 50 mm dia air hose 50 m Use rate of extension rod 4.5 m Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Waggon drill Fuel / Energy charges Air compressor 8.5 cmm ( ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3
Unit
Quantity
Rm Hour Rm
Unit
96.00 8.00 96.00
Quantity
Hour Hour Hour Hour LS
Unit
Crew for Waggon drill Hour Crew for Air compressor Hour mazdoor Day Total cost of Labour labour component/unit qty 38.40 Add contractor's profit and overhead charges 14% 5.40 labour component/unit qty (including contractor's profit) 43.80
96.00 Rm Rate Amount in Rs. in Rs 62.50 6000.00 18.63 149.00 6.36 610.56 Rs. 6759.56
Rate in Rs. 8.00 8.00 8.00 8.00 2.00
Quantity
188.50 0.00 170.80 428.00 41.00 Rs:
Amount in Rs 1508.00 0.00 1366.40 3424.00 82.00 6380.40
244.90 142.40 295.00 Rs:
Amount in Rs 1959.20 1139.20 590.00 3688.40
Rate in Rs. 8.00 8.00 2.00
ABSTRACT:
55
Dam and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14% Rm
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 96.00 Rate per Rm (A+B+C+D)/96 Upto 6 m from surface Beyond 6 m upto 12 m from surface : Upto 6 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ Beyond 6 m upto 12 m from surface Rate / Rm Beyond 12 m upto 18 m from surface : For 6 m to 12 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ Beyond 12 m upto 18 m from surface Rate / Rm Beyond 18 m upto 24 m from surface For 12 m to 18 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ Beyond 18 m upto 24 m from surface Rate / Rm Beyond 24 m upto 30 m from surface For 18 m to 24 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ : Beyond 24 m upto 30 m from surface Rate / Rm Beyond 30 m upto 36 m from surface For 24 m to 30 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ Beyond 30 m upto 36 m from surface Rate / Rm Beyond 36 m upto 42 m from surface For 30 m to 36 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ Beyond 36 m upto 42 m from surface Rate / Rm Beyond 42 m upto 48 m from surface For 36 m to 42 m from surface Rate per Rm Add for redrilling through partially set grout / additional extension rods / reduction in rate of drilling etc @ Beyond 42 m upto 48 m from surface Rate / Rm
IRR-DAW-1-10
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
6759.56 6380.40 3688.40 16828.36 2355.97 19184.33 199.80 199.80
Rs: 199.80 10%
Rs: 19.98 Rs: 219.80 Rs: 219.80
10%
Rs: 21.98 Rs: 241.80 : Rs: 241.80
10%
Rs: 24.18 Rs: 266.00 : Rs: 266.00
10%
Rs 26.60 Rs: 292.60 : Rs: 292.60
10%
Rs: 29.26 Rs: 321.90 : Rs: 321.90
10%
Rs: 32.19 Rs: 354.10 Rs: 354.10
10%
Rs: 35.41 Rs: 389.50
Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes including water intake observations after flushing, cost of all materials, machinery, labour etc., complete.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3
Use rate of air hose 2 Nos x 8 hrs Use rate of water hose 2 Nos x 8 hrs Sundries Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
Hour Hour LS
Unit
16.00 16.00 2.00
Quantity
Air compressor 8.5 cmm ( ele ) Hour Fuel / Energy charges Hour Pump 5 hp ( ele ) Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
1 Crew for Air compressor Hour 2 Crew for Pump Hour 3 mazdoor Day Total cost of Labour labour component/unit qty 15.10 Add contractor's profit and overhead charges 14% 2.10 labour component/unit qty (including contractor's profit) 17.20
UNIT : 192.00 Rm. Rate Amount in Rs. in Rs 10.94 175.04 13.69 219.04 41.00 82.00 Rs: 476.08
Rate in Rs. 8.00 8.00 8.00 8.00 2.00
Quantity
170.80 428.00 3.00 38.00 41.00 Rs:
Amount in Rs 1366.40 3424.00 24.00 304.00 82.00 5200.40
142.40 72.10 295.00 Rs:
Amount in Rs 1139.20 576.80 1180.00 2896.00
Rate in Rs. 8.00 8.00 4.00
56
Dam and Allied Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14% Rm.
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 192.00 Rate per Rm. (A+B+C+D)/192
IRR-DAW-1-11 (a)
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Consolidation grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3
Cement Use rate of 50 m pressure hose Sundries ( packer assembly etc ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
tonne Hour LS
Unit
1.05 8.00 3.00
Quantity
Grouting equipment Hour Fuel / Energy charges Hour Pump 5 hp ( ele ) Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
UNIT : 1.05 tonne Rate Amount in Rs. in Rs 4000.00 4200.00 10.94 87.52 41.00 123.00 Rs: 4410.52
Rate in Rs. 8.00 8.00 2.00 2.00 2.00
Quantity
1 2 3
Crew for Grout pump Hour Crew for Pump Hour mazdoor ( cement handling) Day Total cost of Labour labour component/unit qty 2434.90 Add contractor's profit and overhead charges 14% 340.90 labour component/unit qty (including contractor's profit) 2775.80
8.00 2.00 2.00
227.80 72.10 295.00 Rs:
Amount in Rs 1822.40 144.20 590.00 2556.60
Rs: Rs: Rs: Rs: Rs.
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges) Total cost for 1.05 Rate per tonne (A+B+C+D)/1.05
24.90 38.00 3.00 38.00 41.00 Rs:
Amount in Rs 199.20 304.00 6.00 76.00 82.00 667.20
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-1-12 (b)
476.08 5200.40 2896.00 8572.48 1200.15 9772.63 50.90
124.60 Rs/Tonne tonne
4410.52 667.20 2556.60 7634.32 1068.8
130.83 Rs: 8833.95 Rs: 8413.30
Curtain grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4
Cement Use rate of 100 m pressure hose Use rate of 400 m GI pipe Sundries ( packer assembly etc ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Grouting equipment Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges
Unit
Quantity
tonne Hour Hour LS
Unit Hour Hour Hour Hour
1.05 8.00 8.00 3.00
Quantity
UNIT : 1.05 tonne Rate Amount in Rs. in Rs 4000.00 4200.00 21.88 175.04 6.8 54.40 41.00 123.00 Rs: 4552.44
Rate in Rs. 8.00 8.00 2.00 2.00
24.90 38.00 3.00 38.00
Amount in Rs 199.20 304.00 6.00 76.00
57
Dam and Allied Works - Item Unit Rates 2014-15
3
Sundries
LS Total hire charges of Machinery
C. LABOUR: Sl No Description
2.00
Unit
Quantity
1 2 3 4
Crew for Grout pump Hour Crew for Pump Hour Pipe fitter Day mazdoor ( cement handling ) Day Total cost of Labour labour component/unit qty 3134.90 Add contractor's profit and overhead charges 14% 438.90 labour component/unit qty (including contractor's profit) 3573.80
41.00 82.00 Rs: 667.20
Rate in Rs. 8.00 2.00 1.00 3.00
227.80 72.10 440.00 295.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges) Total cost for 1.05 Rate per tonne (A+B+C+D)/1.05
IRR-DAW-1-13
Rs: Rs: Rs: Rs: Rs.
124.60 Rs/Tonne tonne
Amount in Rs 1822.40 144.20 440.00 885.00 3291.60
4552.44 667.20 3291.60 8511.24 1191.57
130.83 Rs: 9833.64 Rs: 9365.40
Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Consider 25 anchor rods for analysis.
DATA:
RATE ANALYSIS A. MATERIALS Sl No Particulars 1 2 3 4 5
Use rate of drill bit 50 mm dia Use rate of air hose 50 m Anchor rod 25 mm dia Cement Sand ( screened ) Total cost of Materials B. MACHINERY: Sl No Description 1 2
Unit
Quantity
Rm Hour kg kg cum
Unit
37.50 4.00 303.22 75.00 0.05
Quantity
Air compressor 8.5 cmm ( ele ) Hour Fuel / Energy charges Hour Waggon drill Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5
Crew for Air compressor Crew for Waggon drill Bar bender Mason Cl- II mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
UNIT: 25 Nos. Rate Amount in Rs. in Rs 62.50 2343.75 18.63 74.52 46.50 14099.73 4.00 300.00 606.00 30.30 Rs: 16848.30 Rate in Rs.
4.00 4.00 4.00 4.00
Quantity
Hour Hour Day Day Day
170.80 428.00 188.50 0.00 Rs:
Amount in Rs 683.20 1712.00 754.00 0.00 3149.20
142.40 244.90 450.00 345.00 295.00 Rs:
Amount in Rs 569.60 979.60 225.00 172.50 295.00 2241.70
Rate in Rs. 4.00 4.00 0.50 0.50 1.00
89.70 14% 12.60 102.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 0.05 cum @ Lead Charges for 1Km for Cement (including Loading 0.08 tonne @ and Unloading Charges) Lead Charges for 1Km for Steel (including Loading 0.30 tonne @ and Unloading Charges) Total cost for 25.00
Rs: Rs: Rs: Rs: Rs. 31.5 Rs./Cum
16848.30 3149.20 2241.70 22239.20 3113.49 1.575
124.6 Rs./Tonne
9.345
145.6 Rs./Tonne
44.148832 Rs: 25407.76
Total 14%
Nos.
58
Dam and Allied Works - Item Unit Rates 2014-15
Rate per
IRR-DAW-1-14
Each
(A+B+C+D)/25
Rs: 1016.30
Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 45 to 50 mm dia. hole drilled in bed rock and other end provided with L- bend for embedding in concrete / masonry for spillway and appurtenant works including drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, machinery, labour, steel wedge etc., complete with initial lead upto 1 km and all lifts. Consider 25 anchor rods for analysis.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
Unit
1 2 3 4 5 6
Use rate of 50 mm dia drill bit Use rate of air hose 50 m 1 Nos. Anchor rod 25 mm dia Cement Gas for splitting anchor rods Steel wedges Total cost of Materials B. MACHINERY: Sl No Description
Quantity
Rm Hour kg kg LS LS
31.25 3.00 277.92 62.50 5.00 10.00
Unit
Quantity
1
Air compressor 8.5 cmm ( ele ) Hour Fuel / Energy charges Hour 2 Waggon drill Hour Fuel / Energy charges Hour Total hire charges of Machinery C. LABOUR: Sl No Description Unit
UNIT: 25.00 Nos. Rate Amount in Rs. in Rs 62.50 1953.13 18.63 55.89 46.50 12923.28 4.00 250.00 37.20 186.00 16.00 160.00 Rs: 15528.30 Rate in Rs.
3.00 3.00 3.00 3.00
Quantity
1 2 3 4 5 6
Crew for Air compressor Hour Crew for Waggon drill Hour Bar bender Day Mason Cl- II Day Gas cutter Day mazdoor Day Total cost of Labour labour component/unit qty 101.40 Add contractor's profit and overhead charges 14% 14.20 labour component/unit qty (including contractor's profit) 115.60
170.80 428.00 188.50 0.00 Rs:
Amount in Rs 512.40 1284.00 565.50 0.00 2361.90
142.40 244.90 450.00 345.00 385.00 295.00 Rs:
Amount in Rs 427.20 734.70 225.00 172.50 385.00 590.00 2534.40
Rs: Rs: Rs: Rs: Rs.
15528.30 2361.90 2534.40 20424.60 2859.44
Rate in Rs. 3.00 3.00 0.50 0.50 1.00 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 0.06 Lead Charges for 1Km for Steel (including Loading and Unloading Charges) Total cost for Rate per Each
tonne @
124.6 Rs./Tonne
7.7875
0.28 tonne @ 25.00 (A+B+C+D)/25
145.6 Rs./Tonne
40.465152 Rs: 23332.29 Rs: 933.30
Nos.
IRR-DAW-2
REINFORCEMENT & CEMENT CONCRETE WORKS :
IRR-DAW-2-1A
Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. overlaps and wastage as per NHAI-data Lap jointing considered for bars upto 36 mm diameter.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
Rein.Steel with 5 % wastage Binding wire 1.25 mm dia Total cost of Materials
B. MACHINERY: Sl No Description
Unit
Quantity
tonne kg
Unit
1.05 9.00
Quantity
UNIT : 1.00 tonne Rate Amount in Rs. in Rs 46500.00 48825.00 70.00 630.00 Rs: 49455.00
Rate
Amount
59
Dam and Allied Works - Item Unit Rates 2014-15
in Rs. Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
Bar bender mazdoor
Unit
Quantity
Rate in Rs.
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
2.00 6.84
49455.00 0.00 2917.80 52372.80 14%
59857.87
Providing, fabricating and placing in position reinforcement steel for RCC above 36 dia with welding and wastage at 2.5%, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. overlaps and wastage as per NHAI-data welding joints considered for bars above 36 mm diameter.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
Unit
1
welding machine fuel charges
Unit
1.025 70.00
Quantity
hour hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3
Quantity
Rein.Steel with 2.5 % wastage tonne Welding electrodes 5 per joint and 14 joints pe One Total cost of Materials
welder Bar bender mazdoor
Quantity
day Day Day
DATA:
Rate in Rs.
Amount in Rs 16.00 160.00 91.30 913.00 Rs: 1073.00
Rate in Rs.
Amount in Rs 385.00 962.50 450.00 900.00 295.00 2017.80 3880.30
2.50 2.00 6.84 3880.30 14% 543.20 4423.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on A+B+C Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 145.60 Rs/Tonne Total cost for 1.00 Rate per/ TON.=(A+B+C+D) / I
IRR-DAW-2-2
UNIT : 1.00 tonne Rate Amount in Rs. in Rs 46500.00 47662.50 11.00 770.00 Rs: 48432.50
10.00 10.00
Unit
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
7332.19
152.88 tonne 59857.87
IRR-DAW-2-1B
B. MACHINERY: Sl No Description
Amount in Rs 450.00 900.00 295.00 2017.80 2917.80
2917.80 14% 408.50 3326.30
A.MATERIAL B.MACHINERY C. LABOUR Total D.Add for contractor's profit and overheads on A+B+C Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 145.60 Rs/Tonne Total cost for 1.00 Rate per/ TON.=(A+B+C+D) / I
1 3
in Rs Rs: 0.00
14%
48432.50 1073.00 3880.30 53385.80 7474.01
149.24 tonne 61009.05 61009.05
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 250 kg /cum with use of super plasticiser equal to 0.4% of cement content , CA : 0.98 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum ) RATE ANALYSIS UNIT:
60
Dam and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No Particulars 1 2
3 4 5
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-screened ) Super Plasticizer or AEA Use rate of shuttering Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Unit
Quantity
kg kg cum cum cum cum cum kg sqm
Unit
60000.00 720.00 94.08 70.56 47.04 23.52 84.00 240.00 120.00
Quantity
Batching plant Hour Fuel / Energy charges Hour Air compressor 7 cmm ( ele ) Hour Fuel / Energy charges Hour Tipper Hour Fuel / Energy charges Hour Tower crane 5 t Hour Fuel / Energy charges Hour Concrete bucket Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 60 mm dia ( ele ) Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
240.00 cum Rate Amount in Rs. in Rs 4.00 240000.00 4.00 2880.00 635.00 59740.80 1145.00 80791.20 1210.00 56918.40 875.00 20580.00 462.00 38808.00 80.00 19200.00 353.76 42451.20 Rs: 561369.60
Rate in Rs. 518.10 418.50 131.90 342.40 446.70 322.20 867.10 197.80 15.80 0.00 6.70 76.10 9.70 11.40 41.00 Rs:
Amount in Rs 4144.80 3348.00 1055.20 2739.20 14294.40 10310.40 13873.60 3164.80 632.00 0.00 53.60 608.80 155.20 182.40 410.00 54972.40
8.00 8.00 32.00 16.00 8.00 16.00 4.00 2.00
293.80 142.40 153.10 163.30 72.10 136.60 385.00 440.00
Amount in Rs 2350.40 1139.20 4899.20 2612.80 576.80 2185.60 1540.00 880.00
2.00 2.00 2.00 6.00 2.00 120.00
295.00 295.00 295.00 295.00 295.00 112.95 Rs:
590.00 590.00 590.00 1770.00 590.00 13554.00 33868.00
8.00 8.00 8.00 8.00 32.00 32.00 16.00 16.00 40.00 40.00 8.00 8.00 16.00 16.00 10.00
Quantity
1 2 3 4 5 6 7 8 9
Crew for Batching plant Hour Crew for Air compressor Hour Crew for Tipper ( 4 ) Hour Crew for Tower crane ( 2 ) Hour Crew for Pump Hour Crew for Needle vibrator ( 2 ) Hour Mason Class-I Day Foreman Day mazdoor for silo ( cement handling ) Day for batching plant Day for conveyor system Day for laying & vibrating Day for cleaning / washing / curing Day 10 Labour cost for shuttering sqm Total cost of Labour labour component/unit qty 141.10 Add contractor's profit and overhead charges 14% 19.80 labour component/unit qty (including contractor's profit) 160.90
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Add for conveyor system @ Add for electric sub-station/ Demand charges @ Add for trestle bridge for tower crane track @ D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 84.00 cum @ Lead Charges for 1 Km for CA 235.20 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 60.72 tonne @ Total cost for 240.00 Rate per cum (A+B+C+D)/240 IRR-DAW-2-2A New Item1-2010-11
Rs: Rs: Rs: Rs:
Total 3.00% 2.5% 4.0% Total 14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
561369.60 54972.40 33868.00 650210.00 19506.30 16255.25 26008.40 Rs: 711979.95 Rs. 99677.19 2646 7150.08 7565.712 Rs: 829018.93 Rs: 3454.20
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 300 kg /cum with use of
61
Dam and Allied Works - Item Unit Rates 2014-15
0.4% of cement content super plasticiser , CA : 0.90 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.40 cum )
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer or AEA Use rate of shuttering Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Unit
Quantity
kg kg cum cum cum cum cum kg sqm
Unit
72000.00 720.00 86.40 64.80 43.20 21.60 96.00 288.00 120.00
Quantity
Batching plant Hour Fuel / Energy charges Hour Air compressor 7 cmm ( ele ) Hour Fuel / Energy charges Hour Tipper Hour Fuel / Energy charges Hour Tower crane 5 t Hour Fuel / Energy charges Hour Concrete bucket Hour Fuel / Energy charges Hour Hour 10 hp pump ( ele ) Fuel / Energy charges Hour Needle vibrator 60 mm dia ( ele ) Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
UNIT: 240.00 cum Rate Amount in Rs. in Rs 4.00 288000.00 4.00 2880.00 635.00 54864.00 1145.00 74196.00 1210.00 52272.00 875.00 18900.00 462.00 44352.00 80.00 23040.00 353.76 42451.20 Rs: 600955.20
Rate in Rs. 518.10 418.50 131.90 342.40 446.70 322.20 867.10 197.80 15.80 0.00 6.70 76.10 9.70 11.40 41.00 Rs:
Amount in Rs 4144.80 3348.00 1055.20 2739.20 14294.40 10310.40 13873.60 3164.80 632.00 0.00 53.60 608.80 155.20 182.40 410.00 54972.40
8.00 8.00 32.00 16.00 8.00 16.00 4.00 2.00
293.80 142.40 153.10 163.30 72.10 136.60 385.00 440.00
Amount in Rs 2350.40 1139.20 4899.20 2612.80 576.80 2185.60 1540.00 880.00
2.00 2.00 2.00 6.00 2.00 120.00
295.00 295.00 295.00 295.00 295.00 112.95 Rs:
590.00 590.00 590.00 1770.00 590.00 13554.00 33868.00
8.00 8.00 8.00 8.00 32.00 32.00 16.00 16.00 40.00 40.00 8.00 8.00 16.00 16.00 10.00
Quantity
1 2 3 4 5 6 7 8 9
Crew for Batching plant Hour Crew for Air compressor Hour Crew for Tipper ( 4 ) Hour Crew for Tower crane ( 2 ) Hour Crew for Pump Hour Crew for Needle vibrator ( 2 ) Hour Mason Class-I Day Foreman Day mazdoor for silo ( cement handling ) Day for batching plant Day for conveyor system Day for laying & vibrating Day for cleaning / washing / curing Day 10 Labour cost for shuttering sqm Total cost of Labour labour component/unit qty 141.10 Add contractor's profit and overhead charges 14% 19.80 labour component/unit qty (including contractor's profit) 160.90
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Add for conveyor system @ Add for electric sub-station/ Demand charges @ Add for trestle bridge for tower crane track @ D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 96.00 cum @ Lead Charges for 1 Km for CA 216.00 cum @ Lead Charges for 1Km for Cement (including Loading 72.72 tonne @ and Unloading Charges) Total cost for 240.00 Rate per cum (A+B+C+D)/240 IRR-DAW-2-3
Rs: Rs: Rs: Rs:
Total 3.00% 2.5% 4.0% Total 14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
600955.20 54972.40 33868.00 689795.60 20693.87 17244.89 27591.82 Rs: 755326.18 Rs. 105745.67 3024 6566.40
9060.912 Rs: 879723.16 Rs: 3665.50
Providing and laying insitu vibrated M-10 ( 28 days cube compressive
62
Dam and Allied Works - Item Unit Rates 2014-15
strength not less than10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 220 kg /cum with use of super plasticiser, CA: 0.98 cum, Blending Ratio of CA --40:30:20:10, FA: 0.37 cum) DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer or AEA Use rate of shuttering Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Unit
Quantity
kg kg cum cum cum cum cum kg sqm
52800 720.00 94.08 70.56 47.04 23.52 88.8 211.20 120.00
Unit
Quantity
Batching plant 2 x 1.5 cum Hour Fuel / Energy charges Hour Air compressor 7 cmm ( ele ) Hour Fuel / Energy charges Hour Tipper Hour Fuel / Energy charges Hour Tower crane 5 t Hour Fuel / Energy charges Hour Concrete bucket Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 60 mm dia ( ele ) Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Rate in Rs. 518.10 418.50 131.90 342.40 446.70 322.20 867.10 197.80 15.80 0.00 6.70 76.10 9.70 11.40 41.00 Rs:
Amount in Rs 4144.80 3348.00 1055.20 2739.20 14294.40 10310.40 13873.60 3164.80 632.00 0.00 53.60 608.80 155.20 182.40 410.00 54972.40
8.00 8.00 32.00 16.00 8.00 16.00 4.00 2.00
293.80 142.40 153.10 163.30 72.10 136.60 385.00 440.00
Amount in Rs 2350.40 1139.20 4899.20 2612.80 576.80 2185.60 1540.00 880.00
2.00 2.00 2.00 6.00 2.00 120.00
295.00 295.00 295.00 295.00 295.00 112.95 Rs:
590.00 590.00 590.00 1770.00 590.00 13554.00 33868.00
8.00 8.00 8.00 8.00 32.00 32.00 16.00 16.00 40.00 40.00 8.00 8.00 16.00 16.00 10.00
Unit
Quantity
1 2 3 4 5 6 7 8 9
Crew for Batching plant Hour Crew for Air compressor Hour Crew for Tipper ( 4 ) Hour Crew for Tower crane ( 2 ) Hour Crew for Pump Hour Crew for Needle vibrator ( 2 ) Hour Mason Class-I Day Foreman Day mazdoor for silo ( cement handling ) Day for batching plant Day for conveyor system Day for laying & vibrating Day for cleaning / washing / curing Day 10 Labour cost for shuttering sqm Total cost of Labour labour component/unit qty 141.10 Add contractor's profit and overhead charges 14% 19.80 labour component/unit qty (including contractor's profit) 160.90 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rate in Rs.
Rs: Rs: Rs: Total 3.00% 2.5% 4.0% Total 14%
Add for conveyor system @ Add for electric sub-station/ Demand charges @ Add for trestle bridge for tower crane track @ D.Add for contractor's profit and overheads on (A+B+C+other Lead Charges for 1 Km for FA 88.80 Lead Charges for 1 Km for CA 235.20
UNIT: 240.00 cum Rate Amount in Rs. in Rs 4.00 211200.00 4.00 2880.00 635.00 59740.80 1145.00 80791.20 1210.00 56918.40 875.00 20580.00 462.00 41025.60 80.00 16896.00 353.76 42451.20 Rs: 532483.20
cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
532483.20 54972.40 33868.00 Rs: 621323.60 18639.71 15533.09 24852.94 Rs: 680349.34 Rs. 95248.91 2797.2 7150.08
63
Dam and Allied Works - Item Unit Rates 2014-15
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 53.52 tonne @ Total cost for 240.00 Rate per cum (A+B+C+D)/240
IRR-DAW-2-4
124.6 Rs./Tonne cum
6668.592 Rs: 792214.12 Rs: 3300.90
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 310 kg / cum with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5 6
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer or AEA Use rate of shuttering Scaffolding of shuttering @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Batching plant 2 x 1.5 cum Fuel / Energy charges Air compressor 7 cmm ( ele ) Fuel / Energy charges Tipper Fuel / Energy charges Tower crane 5 t Fuel / Energy charges Concrete bucket Fuel / Energy charges 10 hp pump ( ele ) Fuel / Energy charges Needle vibrator 60 mm dia ( ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8 9
Unit kg kg cum cum cum cum kg sqm
74400 720.00 108 64.8 43.2 96 297.60 360.00 15%
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
Crew for Batching plant Hour Crew for Air compressor Hour Crew for Tipper ( 4 ) Hour Crew for Tower crane ( 2 ) Hour Crew for Pump Hour Crew for Needle vibrator ( 2 ) Hour Mason Class-I Day Foreman Day mazdoor for silo ( cement handling ) Day for batching plant Day for conveyor system Day for laying & vibrating Day for cleaning / washing / curing Day 10 Labour cost for shuttering sqm 11 Labour cost for scaffolding @ 15% Total cost of Labour labour component/unit qty 279.50 Add contractor's profit and overhead charges 14% 39.10 labour component/unit qty (including contractor's profit) 318.60 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Quantity
UNIT: 240.00 cum Rate Amount in Rs. in Rs 4.00 297600.00 4.00 2880.00 1145.00 123660.00 1210.00 78408.00 875.00 37800.00 462.00 44352.00 80.00 23808.00 353.76 127353.60 19103.04 Rs: 754964.64
Rate in Rs. 8.00 8.00 8.00 8.00 32.00 32.00 16.00 16.00 40.00 40.00 8.00 8.00 16.00 16.00 10.00
Quantity
518.10 418.50 131.90 342.40 446.70 322.20 867.10 197.80 15.80 0.00 6.70 76.10 9.70 11.40 41.00 Rs:
Rate in Rs. 8.00 8.00 32.00 16.00 8.00 16.00 4.00 2.00
293.80 142.40 153.10 163.30 72.10 136.60 385.00 440.00
2.00 2.00 2.00 6.00 2.00 360.00
295.00 295.00 295.00 295.00 295.00 112.95 Rs:
Amount in Rs 4144.80 3348.00 1055.20 2739.20 14294.40 10310.40 13873.60 3164.80 632.00 0.00 53.60 608.80 155.20 182.40 410.00 54972.40
Amount in Rs 2350.40 1139.20 4899.20 2612.80 576.80 2185.60 1540.00 880.00 0.00 590.00 590.00 590.00 1770.00 590.00 40662.00 6099.30 67075.30
Rs: 754964.64 Rs: 54972.40 Rs: 67075.30
64
Dam and Allied Works - Item Unit Rates 2014-15
Add for aggregate conveyor system @ Add for electric sub-station / Demand charges @ Add for trestle bridge for tower crane track @ D.Add for contractor's profit and overheads on (A+B+C+other Lead Charges for 1 Km for FA 96.00 cum @ Lead Charges for 1 Km for CA 216.00 cum @ Lead Charges for 1Km for Cement (including Loading 75.12 tonne @ and Unloading Charges) Total cost for 240.00 Rate per cum (A+B+C+D)/240 IRR-DAW-2-4A new Item2-2010-11
Total 3.0% 2.50% 4.0% Total 14%
Rs: 877012.34 26310.37 21925.31 35080.49 Rs: 960328.51 Rs. 134445.99 3024 6566.40
31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
9359.952 Rs: 1113724.85 Rs: 4640.50
Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 360 kg / cum with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5 6
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer or AEA Use rate of shuttering Scaffolding of shuttering @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Batching plant 2 x 1.5 cum Fuel / Energy charges Air compressor 7 cmm ( ele ) Fuel / Energy charges Tipper Fuel / Energy charges Tower crane 5 t Fuel / Energy charges Concrete bucket Fuel / Energy charges 10 hp pump ( ele ) Fuel / Energy charges Needle vibrator 60 mm dia ( ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8 9
Crew for Batching plant Crew for Air compressor Crew for Tipper ( 4 ) Crew for Tower crane ( 2 ) Crew for Pump Crew for Needle vibrator ( 2 ) Mason Class-I Foreman mazdoor for silo ( cement handling ) for batching plant for conveyor system for laying & vibrating for cleaning / washing / curing 10 Labour cost for shuttering 11 Labour cost for scaffolding @ Total cost of Labour labour component/unit qty
Unit
Quantity
kg kg cum cum cum cum kg sqm
86400 720.00 108 64.8 43.2 96 345.60 360.00 15%
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
UNIT: 240.00 cum Rate Amount in Rs. in Rs 4.00 345600.00 4.00 2880.00 1145.00 123660.00 1210.00 78408.00 875.00 37800.00 462.00 44352.00 80.00 27648.00 353.76 127353.60 19103.04 Rs: 806804.64
Rate in Rs. 8.00 8.00 8.00 8.00 32.00 32.00 16.00 16.00 40.00 40.00 8.00 8.00 16.00 16.00 10.00
Unit
Quantity
518.10 418.50 131.90 342.40 446.70 322.20 867.10 197.80 15.80 0.00 6.70 76.10 9.70 11.40 41.00 Rs:
Rate in Rs.
Hour Hour Hour Hour Hour Hour Day Day
8.00 8.00 32.00 16.00 8.00 16.00 4.00 2.00
293.80 142.40 153.10 163.30 72.10 136.60 385.00 440.00
Day Day Day Day Day sqm
2.00 2.00 2.00 6.00 2.00 360.00
295.00 295.00 295.00 295.00 295.00 112.95
15% Rs:
Amount in Rs 4144.80 3348.00 1055.20 2739.20 14294.40 10310.40 13873.60 3164.80 632.00 0.00 53.60 608.80 155.20 182.40 410.00 54972.40
Amount in Rs 2350.40 1139.20 4899.20 2612.80 576.80 2185.60 1540.00 880.00 0.00 590.00 590.00 590.00 1770.00 590.00 40662.00 6099.30 67075.30
279.50
65
Dam and Allied Works - Item Unit Rates 2014-15
Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
14% 39.10 318.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Add for aggregate conveyor system @ Add for electric sub-station / Demand charges @ Add for trestle bridge for tower crane track @ D.Add for contractor's profit and overheads on (A+B+C+other Lead Charges for 1 Km for FA 96.00 cum @ Lead Charges for 1 Km for CA 216.00 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 87.12 tonne @ Total cost for 240.00 Rate per cum (A+B+C+D)/240 IRR-DAW-2-4B new Item3-2010-11
Rs: Rs: Rs: Rs:
806804.64 54972.40 67075.30 928852.34 27865.57 23221.31 37154.09 Rs: 1017093.31 Rs. 142393.06 3024 6566.40
Total 3.0% 2.50% 4.0% Total 14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
10855.152 Rs: 1179931.92 Rs: 4916.40
Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5 6
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer or AEA Use rate of shuttering Scaffolding of shuttering @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Batching plant 2 x 1.5 cum Fuel / Energy charges Air compressor 7 cmm ( ele ) Fuel / Energy charges Tipper Fuel / Energy charges Tower crane 5 t Fuel / Energy charges Concrete bucket Fuel / Energy charges 10 hp pump ( ele ) Fuel / Energy charges Needle vibrator 60 mm dia ( ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8 9
Crew for Batching plant Crew for Air compressor Crew for Tipper ( 4 ) Crew for Tower crane ( 2 ) Crew for Pump Crew for Needle vibrator ( 2 ) Mason Class-I Foreman mazdoor for silo ( cement handling ) for batching plant for conveyor system
Unit
Quantity
kg kg cum cum cum kg sqm
91200 720.00 140.4 75.6 96 364.80 360.00 15%
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
UNIT: 240.00 cum Rate Amount in Rs. in Rs 4.00 364800.00 4.00 2880.00 1210.00 169884.00 875.00 66150.00 462.00 44352.00 80.00 29184.00 353.76 127353.60 19103.04 Rs: 823706.64
Rate in Rs. 8.00 8.00 8.00 8.00 32.00 32.00 16.00 16.00 40.00 40.00 8.00 8.00 16.00 16.00 10.00
Quantity
518.10 418.50 131.90 342.40 446.70 322.20 867.10 197.80 15.80 0.00 6.70 76.10 9.70 11.40 41.00 Rs:
Rate in Rs.
Hour Hour Hour Hour Hour Hour Day Day
8.00 8.00 32.00 16.00 8.00 16.00 4.00 2.00
293.80 142.40 153.10 163.30 72.10 136.60 385.00 440.00
Day Day Day
2.00 2.00 2.00
295.00 295.00 295.00
Amount in Rs 4144.80 3348.00 1055.20 2739.20 14294.40 10310.40 13873.60 3164.80 632.00 0.00 53.60 608.80 155.20 182.40 410.00 54972.40
Amount in Rs 2350.40 1139.20 4899.20 2612.80 576.80 2185.60 1540.00 880.00 0.00 590.00 590.00 590.00
66
Dam and Allied Works - Item Unit Rates 2014-15
for laying & vibrating Day for cleaning / washing / curing Day 10 Labour cost for shuttering sqm 11 Labour cost for scaffolding @ 15% Total cost of Labour labour component/unit qty 279.50 Add contractor's profit and overhead charges 14% 39.10 labour component/unit qty (including contractor's profit) 318.60
6.00 2.00 360.00
295.00 1770.00 295.00 590.00 112.95 40662.00 6099.30 Rs: 67075.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
823706.64 54972.40 67075.30 945754.34 28372.63 23643.86 37830.17 Rs: 1035601.00 Rs. 144984.14 3024 6566.40
Total 3.0% 2.50% 4.0% Total 14%
Add for aggregate conveyor system @ Add for electric sub-station / Demand charges @ Add for trestle bridge for tower crane track @ D.Add for contractor's profit and overheads on (A+B+C+other Lead Charges for 1 Km for FA 96.00 cum @ Lead Charges for 1 Km for CA 216.00 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 91.92 tonne @ Total cost for 240.00 Rate per cum (A+B+C+D)/240 IRR-DAW-2-5
Rs: Rs: Rs: Rs:
31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
11453.232 Rs: 1201628.77 Rs: 5006.80
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 260 kg / cum with use of super plasticiser, CA : 0.90 cum, Blending Ratio of CA -- 50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5 6
Cement for mix Cement for incidentals @ 3 kg Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super plasticizer Use rate of shuttering Use rate of scaffolding @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
kg kg cum cum cum cum kg sqm
Quantity 3640.00 42.00 6.3 3.78 2.52 5.6 14.56 14.00
15%
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 40 mm dia ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5
Unit
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I mazdoor for batching cement ( cement handling for batching other materials for loading mortar pans for laying for conveying concrete for cleaning / washing / curing 6 Labour cost of shuttering 7 Labour cost of scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges
Unit
UNIT : 14.00 cum Rate Amount in Rs. in Rs 4.00 14560.00 4.00 168.00 1145.00 7213.50 1210.00 4573.80 875.00 2205.00 462.00 2587.20 80.00 1164.80 235.84 3301.76 495.26 Rs: 36269.32
Rate in Rs. 8.0 8.0 1.0 1.0 8.0 8.0
Quantity
51.70 38.00 6.70 76.10 8.00 7.60 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 64.00 60.80 925.20
Amount in Rs 1518.40 72.10 1092.80 385.00
Rate in Rs.
Hour Hour Hour Day
8.00 1.00 8.00 1.00
189.80 72.10 136.60 385.00
Day Day Day Day Day Day sqm
2.00 9.00 4.00 3.00 14.00 1.00 14.00
295.00 295.00 295.00 295.00 295.00 295.00 75.30
15%
590.00 2655.00 1180.00 885.00 4130.00 295.00 1054.20 158.13 Rs: 14015.63
1001.10 14% 140.20
67
Dam and Allied Works - Item Unit Rates 2014-15
labour component/unit qty (including contractor's profit)
1141.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs.
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 5.60 Lead Charges for 1 Km for CA 12.60
14% cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 3.68 tonne @ Total cost for 14.00 Rate per cum (A+B+C+D)/14
IRR-DAW-2-6
124.6 Rs./Tonne cum
36269.32 925.20 14015.63 51210.15 7169.42 176.4 383.04
458.7772 Rs: 59397.79 Rs: 4242.70
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type structures including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement content : 260 kg / cum of concrete with use of plums and super plasticiser of 0.4% of cement quantity, CA : 0.77 cum, Blending Ratio of CA : 50:30:20,FA : 0.34 cum, plums of size 150 to 80 mm : 0.25 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5 6 7
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Plums of size 150 to 80 mm Fine aggregate (Un-Screened ) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding of shuttering @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
UNIT: Unit
Quantity
kg kg cum cum cum cum cum kg sqm
4277 49.35 6.33 3.8 2.53 4.11 5.59 17.11 16.45 15%
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 60 mm dia ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6
Unit
Crew for Concrete mixer Hour Crew for Pump Hour Crew for Needle vibrator Hour Mason Class-I Day work inspector Day mazdoor for batching cement ( cement handling Day for batching other materials Day for loading mortar pans Day for loading plums Day for laying concrete and plums Day for conveying concrete Day for conveying plums Day for cleaning / washing / curing Day 7 Labour for shuttering sqm 8 Labour for scaffolding @ 15% Total cost of Labour labour component/unit qty 976.80 Add contractor's profit and overhead charges 14% 136.80 labour component/unit qty (including contractor's profit) 1113.60
16.45 cum Rate Amount in Rs. in Rs 4.00 17108.00 4.00 197.40 1145.00 7247.85 1210.00 4598.00 875.00 2213.75 340.00 1398.25 462.00 2583.97 80.00 1368.64 235.84 3879.57 581.94 Rs: 41177.37
Rate in Rs. 51.70 38.00 6.70 76.10 9.70 11.40 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 77.60 91.20 969.20
8.00 1.00 8.00 1.00 1.00
189.80 72.10 136.60 385.00 370.00
Amount in Rs 1518.40 72.10 1092.80 385.00 370.00
2.00 9.00 4.00 1.00 4.00 13.99 3.00 1.00 16.45
295.00 295.00 295.00 295.00 295.00 295.00 295.00 295.00 75.30
8.00 8.00 1.00 1.00 8.00 8.00
Quantity
Rate in Rs.
590.00 2655.00 1180.00 295.00 1180.00 4125.87 885.00 295.00 1238.69 185.80 Rs: 16068.66
ABSTRACT:
68
Dam and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 5.59 cum @ Lead Charges for 1 Km for CA and Plums 16.77 cum @ Lead Charges for 1Km for Cement (including Loading 4.33 tonne @ and Unloading Charges) Total cost for 16.45 Rate per cum (A+B+C+D)/16.45
IRR-DAW-2-7
Rs: Rs: Rs: Rs: Rs. 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne
cum
41177.37 969.20 16068.66 58215.23 8150.13 176.1795 509.88
539.06321 Rs: 67590.49 Rs: 4108.80
Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content 220 kg / cum with use of super plasticiser, CA : 0.90 cum, Blending Ratio of CA : 50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
3 4 5 6
Cement for mix Cement for incidentals @ 3 kg/ cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super plasticizer Use rate of shuttering Use rate of scaffolding @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
kg kg cum cum cum cum kg sqm
3636.60 49.59 7.44 4.46 2.98 6.61 14.55 16.53 15%
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 40 mm dia ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT: 16.53 cum Rate Amount in Rs. in Rs 4.00 14546.40 4.00 198.36 1145.00 8517.08 1210.00 5400.35 875.00 2603.48 462.00 3054.74 80.00 1163.71 235.84 3898.44 584.77 Rs: 39967.33
Rate in Rs. 51.70 38.00 6.70 76.10 8.00 7.60 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 64.00 60.80 925.20
8.00 1.00 8.00 1.00
189.80 72.10 136.60 385.00
Amount in Rs 1518.40 72.10 1092.80 385.00
2.00 9.00 4.00 3.00 16.53 1.00 16.53
295.00 295.00 295.00 295.00 295.00 295.00 75.30
14%
Rs: Rs: Rs: Rs: Rs.
8.00 8.00 1.00 1.00 8.00 8.00
Unit
Quantity
1 2 3 4 5
Crew for Concrete mixer Hour Crew for Pump Hour Crew for Needle vibrator Hour Mason Class-I Day mazdoor for batching cement ( cement handling Day for batching other materials Day for loading mortar pans Day for laying Day for conveying concrete Day for cleaning / washing / curing Day 6 Labour cost of shuttering sqm 7 Labour cost of scaffolding @ 15% Total cost of Labour labour component/unit qty 906.30 Add contractor's profit and overhead charges 14% 126.90 labour component/unit qty (including contractor's profit) 1033.20
Rate in Rs.
590.00 2655.00 1180.00 885.00 4876.35 295.00 1244.71 186.71 Rs: 14981.07
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 6.61 Lead Charges for 1 Km for CA 14.88
cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
39967.33 925.20 14981.07 55873.60 7822.3 208.278 452.26
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 3.69
tonne @
124.6 Rs./Tonne
459.29927
Total
69
Dam and Allied Works - Item Unit Rates 2014-15
Total cost for Rate per
IRR-DAW-2-8
DATA:
cum
16.53 (A+B+C+D)/16.53
cum
Rs: 64815.74 Rs: 3921.10
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 280 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum) RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement for mix Cement for incidentals @ 3 kg/ cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super plasticiser Use rate of shuttering Use rate of scaffolding @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
kg kg cum cum cum kg sqm
4443.6 47.61 8.25 4.44 6.98 17.77 15.87 15%
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 40 mm dia ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT: 15.87 cum Rate Amount in Rs. in Rs 4.00 17774.40 4.00 190.44 1210.00 9985.40 875.00 3888.15 462.00 3226.05 80.00 1421.95 235.84 3742.78 561.42 Rs: 40790.59
Rate in Rs. 51.70 38.00 6.70 76.10 8.00 7.60 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 64.00 60.80 925.20
8.00 1.00 8.00 1.00
189.80 72.10 136.60 385.00
Amount in Rs 1518.40 72.10 1092.80 385.00
2.00 9.00 4.00 3.00 15.87 1.00 15.87
295.00 295.00 295.00 295.00 295.00 295.00 75.30
14%
Rs: Rs: Rs: Rs: Rs.
8.00 8.00 1.00 1.00 8.00 8.00
Unit
Quantity
1 2 3 4 5
Crew for Concrete mixer Hour Crew for Pump Hour Crew for Needle vibrator Hour Mason Class-I Day mazdoor for batching cement ( cement handling Day for batching other materials Day for loading mortar pans Day for laying Day for conveying concrete Day for cleaning / washing / curing Day 6 Labour cost of shuttering sqm 7 Labour cost of scaffolding @ 15% Total cost of Labour labour component/unit qty 928.10 Add contractor's profit and overhead charges 14% 129.90 labour component/unit qty (including contractor's profit) 1058.00
Rate in Rs.
590.00 2655.00 1180.00 885.00 4681.65 295.00 1195.01 179.25 Rs: 14729.21
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 6.98 Lead Charges for 1 Km for CA 12.70
cum @ cum @
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 4.49 tonne @ Total cost for 15.87 Rate per cum (A+B+C+D)/15.87
IRR-DAW-2-9
31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
40790.59 925.20 14729.21 56445.00 7902.3 219.9582 385.96
559.60477 Rs: 65512.82 Rs: 4128.10
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of spillway bridge, blockouts and such other similar structures with conjested reinforcement with initial lead
70
Dam and Allied Works - Item Unit Rates 2014-15
upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum) DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement for mix Cement for incidentals @ 3 kg/ cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super plasticiser Use rate of shuttering Scaffolding of shuttering @
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
kg kg cum cum cum ltr sqm 100% Total cost of Materials
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 40 mm dia ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
4445.1 40.41 7.00 3.77 5.93 17.78 33.68
UNIT: 13.47 cum Rate Amount in Rs. in Rs 4.00 17780.40 4.00 161.64 1210.00 8475.32 875.00 3300.15 462.00 2738.18 80.00 1422.43 235.84 7941.91 7941.91 Rs: 49761.94
Rate in Rs. 8.00 8.00 1.00 1.00 8.00 8.00
Unit
Quantity
1 2 3 4 5
Crew for Concrete mixer Hour Crew for Pump Hour Crew for Needle vibrator Hour Mason Class-I Day mazdoor for batching cement ( cement handling ) Day for batching other materials Day for loading mortar pans Day for laying Day for conveying concrete Day for cleaning/ washing/ curing Day 6 Labour cost of shuttering sqm 7 Labour cost of scaffolding @ 100% Total cost of Labour labour component/unit qty 1315.40 Add contractor's profit and overhead charges 14% 184.20 labour component/unit qty (including contractor's profit) 1499.60
51.70 38.00 6.70 76.10 8.00 7.60 Rs:
Rate in Rs. 8.00 1.00 8.00 1.00
189.80 72.10 136.60 385.00
2.00 9.00 4.00 3.00 13.47 1.00 33.68
295.00 295.00 295.00 295.00 295.00 295.00 75.30 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs.
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 5.93 cum @ Lead Charges for 1 Km for CA 10.78 cum @ Lead Charges for 1Km for Cement (including Loading 4.49 tonne @ and Unloading Charges) Total cost for 13.47 Rate per cum (A+B+C+D)/13.47
IRR-DAW-2-10
14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
Amount in Rs 413.60 304.00 6.70 76.10 64.00 60.80 925.20
Amount in Rs 1518.40 72.10 1092.80 385.00 0.00 590.00 2655.00 1180.00 885.00 3973.65 295.00 2535.73 2535.73 17718.41
49761.94 925.20 17718.41 68405.55 9576.78 186.6942 327.59
558.89455 Rs: 79055.51 Rs: 5869.00
Providing and forming porous concrete body drain of size 68.5 x 68.5 cm with 23 cm diameter central hole using cement and 20 mm down approved, clean, hard, graded coarse aggregates in 1 : 3.50 proportion by volume including cost of all materials, machinery, labour, formwork, curing etc., complete with initial lead upto 1 km and all lifts. (M15 Cement content : 400kg/cum, CA : 1cum, Blending Ratio of CA -- 65:35)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3
Cement Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm
Unit kg cum cum
Quantity 3424 5.56 3.00
UNIT: 20.00 Rm Rate Amount in Rs. in Rs 4.00 13696.00 1210.00 6732.44 875.00 2621.50
71
Dam and Allied Works - Item Unit Rates 2014-15
4
Use rate of shuttering Total cost of Materials
B. MACHINERY: Sl No Description 1 2
sqm
76.00
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
65.68 4991.76 Rs: 28041.70
Rate in Rs. 8.00 8.00 0.50 0.50
Unit
Quantity
1 2 3 4
Crew for Concrete mixer Hour Crew for Pump Hour Mason Class-I Day mazdoor for batching cement ( cement handling Day for batching other materials Day for loading mortar pans Day for laying & packing concrete Day for conveying concrete Day 5 Fitter shuttering Day Total cost of Labour labour component/unit qty 452.00 Add contractor's profit and overhead charges 14% 63.30 labour component/unit qty (including contractor's profit) 515.30
51.70 38.00 6.70 76.10 Rs:
Rate in Rs. 8.00 0.50 1.00 2.00 6.00 2.00 2.00 8.56 3.00
Amount in Rs 189.80 1518.40 72.10 36.05 385.00 385.00 295.00 295.00 295.00 295.00 295.00 345.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs.
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for CA 8.56 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 3.42 tonne @ Total cost for 20.00 Rate per Rm (A+B+C+D)/20
IRR-DAW-2-11 (a)
14% 30.4 Rs./Cum 124.6 Rs./Tonne Rm
Amount in Rs 413.60 304.00 3.35 38.05 759.00
590.00 1770.00 590.00 590.00 2525.20 1035.00 9039.65
28041.70 759.00 9039.65 37840.35 5297.65 260.22
426.6304 Rs: 43824.85 Rs: 2191.20
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC solid parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.35 m c / c, 12.5 cm thick wall 80 cm height with 12.5 cm thick and 35 cm wide coping slab for wall and 12 .5 cm thick 40 cm x 40 cm coping for pillars with top edges of kerb and coping chamferred / rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content 350 kg / cum with use of super plasticiser( 0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)
72
Dam and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7
Cement mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Fine aggregate (Un-Screened ) Super plasticiser Use rate of shuttering Scaffolding of shuttering @ Sundries Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
kg kg cum cum cum kg sqm
3034.5 43.35 4.51 2.43 3.81 12.14 95.00 15%
LS
2.00
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour Needle vibrator 40 mm ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT: 36.00 Rm Rate Amount in Rs. in Rs 4.00 12138.00 4.00 173.40 1210.00 5457.10 875.00 2126.25 462.00 1760.22 80.00 971.04 235.84 22404.80 3360.72 41.00 82.00 Rs: 48473.53
Rate in Rs. 51.70 38.00 8.00 7.60 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 64.00 60.80 3.35 38.05 883.80
8.00 0.50 8.00 2.00 1.00
189.80 72.10 136.60 385.00 370.00
Amount in Rs 1518.40 36.05 1092.80 770.00 370.00
2.00 9.00 4.00 2.00 8.67 2.00 95.00
295.00 295.00 295.00 295.00 295.00 295.00 75.30
14%
Rs: Rs: Rs: Rs: Rs.
8.00 8.00 8.00 8.00 0.50 0.50
Unit
Quantity
1 2 3 4 5 6
Crew for Concrete mixer Hour Crew for Pump Hour Crew for Vibrator Hour Mason Class-I Day work inspector Day mazdoor for batching cement ( cement handling ) Day for batching other materials Day for loading mortar pans Day for laying & packing concrete Day for conveying concrete Day for curing & miscellaneous Day 7 Labour for shuttering sqm 8 Labour for scaffolding @ 15% Total cost of Labour labour component/unit qty 560.50 Add contractor's profit and overhead charges 0.14 78.50 labour component/unit qty (including contractor's profit) 639.00
Rate in Rs.
590.00 2655.00 1180.00 590.00 2557.65 590.00 7153.50 1073.03 Rs: 20176.43
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 3.81 cum @ Lead Charges for 1 Km for CA 6.94 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 3.08 tonne @ Total cost for 36.00 Rate per Rm (A+B+C+D)/36
IRR-DAW-2-12 (b)
31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne Rm
48473.53 883.80 20176.43 69533.76 9734.73 120.015 210.98
383.50011 Rs: 79982.98 Rs: 2221.70
Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC ornamental parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.5 m apart, 20 cm x 15 cm posts 80 cm height approximately 30 cm c / c with 12.5 cm thick and 35 cm wide coping slab for posts and pillars with top edges of kerb and coping chamferred or rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content : 350 kg / cum with use of super plasticiser(0.4% by wt. of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)
73
Dam and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7
Cement mix Cenent for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Fine aggregate (Un-Screened ) Super plasticiser Use rate of shuttering Scaffolding of shuttering @ Sundries Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3
Unit
Quantity
kg kg cum cum cum kg sqm
2450 35.00 3.64 1.96 3.08 9.80 115.00 15%
LS
2.00
Unit
Quantity
Concrete mixer 300 / 200 ltr ( ele Hour Fuel / Energy charges Hour Needle vibrator 40 mm ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT: 36.00 Rm Rate Amount in Rs. in Rs 4.00 9800.00 4.00 140.00 1210.00 4404.40 875.00 1715.00 462.00 1422.96 80.00 784.00 235.84 27121.60 4068.24 41.00 82.00 Rs: 49538.20
Rate in Rs. 51.70 38.00 8.00 7.60 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 64.00 60.80 3.35 38.05 883.80
8.00 0.50 8.00 2.00 1.00
189.80 72.10 136.60 385.00 370.00
Amount in Rs 1518.40 36.05 1092.80 770.00 370.00
2.00 9.00 4.00 2.00 7.00 2.00 115.00
295.00 295.00 295.00 295.00 295.00 295.00 75.30
14%
Rs: Rs: Rs: Rs: Rs.
8.00 8.00 8.00 8.00 0.50 0.50
Unit
Quantity
1 2 3 4 5 6
Crew for Concrete mixer Hour Crew for Pump Hour Crew for Vibrator Hour Mason Class-I Day work inspector Day mazdoor for batching cement ( cement handling ) Day for batching other materials Day for loading mortar pans Day for laying & packing concrete Day for conveying concrete Day for curing & miscellaneous Day 7 Labour for shuttering sqm 8 Labour for scaffolding @ 15% Total cost of Labour labour component/unit qty 594.90 Add contractor's profit and overhead charges 0.14 83.30 labour component/unit qty (including contractor's profit) 678.20
Rate in Rs.
590.00 2655.00 1180.00 590.00 2065.00 590.00 8659.50 1298.93 Rs: 21415.68
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 3.08 cum @ Lead Charges for 1 Km for CA 5.60 cum @ Lead Charges for 1Km for Cement (including Loading 2.49 tonne @ and Unloading Charges) Total cost for 36.00 Rate per Rm (A+B+C+D)/36
IRR-DAW-2-13
31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne Rm
49538.20 883.80 21415.68 71837.68 10057.27 97.02 170.24
309.631 Rs: 82471.84 Rs: 2290.90
Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing,
74
Dam and Allied Works - Item Unit Rates 2014-15
curing, packing joints with asphalt mortar etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser(0.4% by wt. of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum) DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of shuttering Sundries ( asphalt mortar etc ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Unit
Quantity
kg kg cum cum cum kg sqm LS
4446 58.50 6.084 3.276 5.265 17.78 5.85 5.00
Unit
Quantity
Concrete mixer 300/200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT: 11.70 cum Rate Amount in Rs. in Rs 4.00 17784.00 4.00 234.00 1210.00 7361.64 875.00 2866.50 462.00 2432.43 80.00 1422.72 235.84 1379.66 41.00 205.00 Rs: 33685.95
Rate in Rs. 51.70 38.00 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 3.35 38.05 759.00
8.00 0.50 3.00 1.00
189.80 72.10 385.00 370.00
Amount in Rs 1518.40 36.05 1155.00 370.00
2.00 9.00 4.00 5.00 11.70 1.00 5.85
295.00 295.00 295.00 295.00 295.00 295.00 75.30 Rs:
590.00 2655.00 1180.00 1475.00 3451.50 295.00 440.51 13166.46
8.00 8.00 0.50 0.50
Unit
Quantity
1 2 3 4 5
Crew for Concrete mixer Hour Crew for Pump Hour Mason Class-I Day work inspector Day mazdoor for batching cement ( cement handling ) Day for batching materials Day for loading mortar pans Day for laying & compacting Day for conveying concrete Day for cleaning/ washing/ curing Day 6 Labour cost for shuttering sqm Total cost of Labour labour component/unit qty 1125.30 Add contractor's profit and overhead charges 0.14 157.50 labour component/unit qty (including contractor's profit) 1282.80
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 33685.95 Rs: 759.00 Rs: 13166.46 Rs: 47611.41 Rs. 6665.6 165.8475 284.54
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 5.27 Lead Charges for 1 Km for CA 9.36
14% cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 4.50 tonne @ Total cost for 11.70 Rate per cum (A+B+C+D)/11.70
IRR-DAW-2-14
DATA:
124.6 Rs./Tonne cum
561.2607 Rs: 55288.66 Rs: 4725.50
Pre-cooling to control placement temperature of cement concrete in the range of 18 to 21 C at the concrete placement point by inundation of coarse aggregates and adding flaked ice as part of mixing water including cost of all materials, machinery, labour etc., complete with all leads and lifts. RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
Sundries ( amonia gas etc)
Unit
Quantity
LS
3.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1
Ice maker unit consisting of:
Unit Hour
Quantity
UNIT: 500 cum Rate Amount in Rs. in Rs 41.00 123.00 0.00 0.00 Rs: 123.00
Rate in Rs. 24.00
Amount in Rs 170.20 4084.80
75
Dam and Allied Works - Item Unit Rates 2014-15
Compressor 125 hp - 1 No Condenser with 30 hp motor - 1 No. Ice makers 10 t / day each - 3 Nos. Pump 2 hp for ice cutting - 3 Nos. Pump 2 hp for pumping water-3 Nos. Screw conveyor with 15 hp motor -1 Ice elevator with 5 hp motor - 1 No. Fuel / Energy charges for system Hour Total hire charges of Machinery C. LABOUR: Sl No Description
24.00
Unit
Quantity
1 2
Crew for Ice maker unit Hour mazdoor for Ice chamber ( 2 x 3 ) Day for miscellaneous works ( 1 x 3 ) Day Total cost of Labour labour component/unit qty 10.80 Add contractor's profit and overhead charges 0.14 1.50 labour component/unit qty (including contractor's profit) 12.30
1084.30 26023.20 Rs: 30108.00
Rate in Rs. 24.00 6.00 3.00
295.00 1770.00 295.00 885.00 Rs: 5388.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total D.Add for contractor's profit and overheads on (A+B+C) Total cost for 500.00 cum Rate per cum (A+B+C+D)/500
IRR-DAW-2-15
14%
123.00 30108.00 5388.60 35619.60 4986.74 40606.34 81.20
Conveying and fixing elastomeric bearing for spillway bridge including cleaning and preparing surface, mixing and applying adhesive, fixing bearing in correct position etc., including cost of all materials except bearings, machinery, labour etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
Synthetic adhesive ( Resin + Hardener) Sundries Total cost of Materials
Unit
1
Quantity
kg LS
B. MACHINERY: Sl No Description
0.60 2.00
Unit
Quantity
Nil
UNIT: 6.00 Nos. Rate Amount in Rs. in Rs 348.00 208.80 41.00 82.00 Rs: 290.80
Rate in Rs.
Amount in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs.
Amount in Rs 440.00 370.00 590.00 1400.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3
Marker / Erector work inspector mazdoor
Unit
Quantity
Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1.00 1.00 2.00
440.00 370.00 295.00 Rs:
233.30 0.14 32.70 266.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 6.00 Nos. Rate per Each (A+B+C+D)/6
IRR-DAW-2-16
Amount in Rs 113.90 2733.60
Total 14%
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
290.80 0.00 1400.00 1690.80 236.71 1927.51 321.30
Providing and constructing 150 mm dia hume pipe weep holes for concrete / masonry walls including providing 20 x 20 x 20 cm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 10 cm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.
76
Dam and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4
150 mm dia hume pipe Cement 20 - 10 mm coarse aggregate Sand for filling Total cost of Materials
Unit Rm kg cum cum
B. MACHINERY: Sl No Description 1
Quantity 2.90 3.00 0.01 0.02
Unit
Quantity
Nil
UNIT: 3.00 Rm Rate Amount in Rs. in Rs 330.00 957.00 4.00 12.00 1210.00 9.68 342.00 6.84 Rs: 985.52
Rate in Rs.
Amount in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs.
Amount in Rs 345.00 86.25 295.00 73.75 Rs: 160.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2
Mason Class-II mazdoor
Unit
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.25 0.25 53.30 0.14 7.50 60.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs.
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 0.02 cum @ Lead Charges for 1 Km for CA 0.01 cum @ Lead Charges for 1Km for Cement (including Loading 0.00 tonne @ and Unloading Charges) Total cost for 3.00 Rate per Rm (A+B+C+D)/3
IRR-DAW-2-17
14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne Rm
985.52 0.00 160.00 1145.52 160.37 0.63 0.24
0.3738 Rs: 1307.14 Rs: 435.70
Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 25 cm long 12 mm dia. anchors fixed to both flanges at 15 cm c /c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, machinery, labour, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Structural steel plate Structural steel angle 12 dia steel anchors Welding electrodes Joint filler board 19 mm thick Sundries ( cutting gas / paint etc ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Quantity
kg kg kg Nos sqm LS
Unit
50.70 104.50 27.40 70.00 1.00 1.50
Quantity
Welding set Hour Fuel / Energy charges Hour Sundries (cutting torch/ welding guns etc) LS Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3
Unit
Marker / Fabricator / Erector Gas cutter / Welder mazdoor
Unit
UNIT: 7.50 Rm Rate Amount in Rs. in Rs 46.00 2332.20 45.00 4702.50 46.50 1274.10 11.00 770.00 630.00 630.00 41.00 61.50 Rs: 9770.30
Rate in Rs. 8.00 8.00 2.00
Quantity
Day Day Day Total cost of Labour labour component/unit qty 243.70 Add contractor's profit and overhead charges 0.14 34.10 labour component/unit qty (including contractor's profit) 277.80
16.00 91.30 41.00 Rs:
Amount in Rs 128.00 730.40 82.00 940.40
440.00 385.00 295.00 Rs:
Amount in Rs 660.00 577.50 590.00 1827.50
Rate in Rs. 1.50 1.50 2.00
77
Dam and Allied Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1Km for Steel (including Loading and Unloading Charges) Total cost for Rate per Rm
0.18
tonne @
7.50 (A+B+C+D)/7.50
145.6 Rs./Tonne Rm
IRR_DAW-3
MASONRY & GUNITING WORKS :
IRR-DAW-3-1
Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 190 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, FA : 0.4 cum)
DATA:
Rs: Rs: Rs: Rs: Rs.
26.58656 Rs: 14320.14 Rs: 1909.40
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4
Cement for mortar Rubble stones Stone chips Sand (Screened )
B. MACHINERY: Sl No Description 1 2
Concrete mixer 300 / 200 ltr ( ele ) Fuel / Energy charges 10 hp pump ( ele ) Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT: 25.00 Unit
Quantity
kg cum cum cum Total cost of Materials
Unit
Rate in Rs. 4750 21.25 3.75 10
4.00 318.00 340.00 606.00 Rs:
Quantity
Hour Hour Hour Hour
Rate in Rs.
Unit
51.70 38.00 6.70 76.10 Rs:
8.00 1.00 1.00 2.50 4.00 16.00
189.80 72.10 370.00 385.00 345.00 345.00
Amount in Rs 1518.40 72.10 370.00 962.50 1380.00 5520.00
2.00 6.00 4.00 10.00 1.00 4.00 12.00
295.00 295.00 295.00 295.00 295.00 295.00 295.00 Rs:
590.00 1770.00 1180.00 2950.00 295.00 1180.00 3540.00 21328.00
Rs: Rs: Rs: Rs: Rs.
33092.50 800.40 21328.00 55220.90 7730.93 315 760.00
Quantity
Crew for Concrete mixer Hour Crew for Pump Hour work inspector Day Mason Class-I Day Mason Class-II Day Chavali Day mazdoor for batching cement ( cement handling ) Day for batching sand Day for loading mortar pans Day for laying & packing mortar Day for loading chips Day for washing rubble / finishing / curing Day for conveying mortar / chips Day Total cost of Labour labour component/unit qty 853.10 Add contractor's profit and overhead charges 0.14 119.40 labour component/unit qty (including contractor's profit) 972.50
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 10.00 cum @ Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ Lead Charges for 1Km for Cement (including Loading 4.75 tonne @ and Unloading Charges) Total cost for 25.00 Rate per cum (A+B+C+D)/25
cum Amount in Rs 19000.00 6757.50 1275.00 6060.00 33092.50
Amount in Rs 413.60 304.00 6.70 76.10 800.40
8.00 8.00 1.00 1.00
1 2 3 4 5 6 7
IRR-DAW-3-2
9770.30 940.40 1827.50 12538.20 1755.35
14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
591.85 Rs: 64618.68 Rs: 2584.70
Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts.
78
Dam and Allied Works - Item Unit Rates 2014-15
( Cement content : 143 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, FA : 0.4 cum) For 1 cum masonry :DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4
Cement for mortar Rubble stones Stone chips Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Concrete mixer 300 / 200 ltr(ele) Fuel / Energy charges 10 hp pump Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
Quantity
kg cum cum cum
Unit
3575 21.25 3.75 10
Quantity
Hour Hour Hour Hour
Unit
UNIT: 25.00 cum Rate Amount in Rs. in Rs 4.00 14300.00 318.00 6757.50 340.00 1275.00 606.00 6060.00 Rs: 28392.50
Rate in Rs. 51.70 38.00 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 800.40
8.00 1.00 1.00 2.50 4.00 16.00
189.80 72.10 370.00 385.00 345.00 345.00
Amount in Rs 1518.40 72.10 370.00 962.50 1380.00 5520.00
2.00 6.00 4.00 10.00 1.00 4.00 12.00
295.00 295.00 295.00 295.00 295.00 295.00 295.00 Rs:
590.00 1770.00 1180.00 2950.00 295.00 1180.00 3540.00 21328.00
Rs: Rs: Rs: Rs: Rs.
28392.50 800.40 21328.00 50520.90 7072.93 315 760.00
8.00 8.00 1.00 1.00
Quantity
1 2 3 4 5 6 7
Crew for Concrete mixer Hour Crew for Pump Hour work inspector Day Mason Class-I Day Mason Class-II Day Chavali Day mazdoor for batching cement ( cement handling ) Day for batching sand Day for loading mortar pans Day for laying & packing mortar Day for loading chips Day for washing rubble / finishing / curing Day for conveying mortar / chips Day Total cost of Labour labour component/unit qty 853.10 Add contractor's profit and overhead charges 0.14 119.40 labour component/unit qty (including contractor's profit) 972.50
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 10.00 cum @ Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 3.58 tonne @ Total cost for 25.00 Rate per cum (A+B+C+D)/25
IRR-DAW-3-3
Total 14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
445.445 Rs: 59114.28 Rs: 2364.60
Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts. ( Thickness of the CR face assumed: 0.75 m,Cement content : 178 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Unit
Cement for mortar kg Coursed rubble stone 30 x 30 x 45 cm Nos Coursed rubble stone 30 x 30 x 60 cm Nos Rubble stones cum Stone chips cum Sand (Screened ) cum Total cost of Materials
Quantity 4450 244 82 8.75 3.75 9.375
UNIT: 25.00 cum Rate Amount in Rs. in Rs 4.00 17800.00 20.00 4880.00 23.00 1886.00 318.00 2782.50 340.00 1275.00 606.00 5681.25 Rs: 34304.75
79
Dam and Allied Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No Description
Unit
Quantity
1
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 2 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery C. LABOUR: Sl No Description Unit
Rate in Rs. 51.70 38.00 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 800.40
8.00 1.00 1.00 7.00 2.50 4.00 16.00
189.80 72.10 370.00 345.00 385.00 345.00 345.00
Amount in Rs 1518.40 72.10 370.00 2415.00 962.50 1380.00 5520.00
2.00 6.00 4.00 10.00 1.00 4.00 12.00
295.00 295.00 295.00 295.00 295.00 295.00 295.00 Rs:
590.00 1770.00 1180.00 2950.00 295.00 1180.00 3540.00 23743.00
Rs: Rs: Rs: Rs: Rs.
34304.75 800.40 23743.00 58848.15 8238.74 295.3125 815.02
8.00 8.00 1.00 1.00
Quantity
1 2 3 4 5 6 7 8
Crew for Concrete mixer Hour Crew for Pump Hour work inspector Day Stone chiseller Cl -II Day Mason Class-I Day Mason Class-II Day Chavali Day mazdoor for batching cement ( cement handling ) Day for batching sand Day for loading mortar pans Day for laying & packing mortar Day for loading chips Day for washing rubble / finishing / curing Day for conveying mortar / chips Day Total cost of Labour labour component/unit qty 949.70 Add contractor's profit and overhead charges 0.14 133.00 labour component/unit qty (including contractor's profit) 1082.70
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 9.38 Lead Charges for 1 Km for Stones/Stone Chips 26.81
14% cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 4.45 tonne @ Total cost for 25.00 Rate per cum (A+B+C+D)/25
IRR-DAW-3-4
124.6 Rs./Tonne cum
554.47 Rs: 68751.70 Rs: 2750.10
Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts. ( Cement content : 134 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement for mortar Coursed rubble stone 30 x 30 x 45 cm Coursed rubble stone 30 x 30 x 60 cm Rubble stones Stone chips Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Unit
Quantity
kg Nos Nos cum cum cum
Unit
3350 244 82 8.75 3.75 9.375
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
UNIT: 25.00 cum Rate Amount in Rs. in Rs 4.00 13400.00 20.00 4880.00 23.00 1886.00 318.00 2782.50 340.00 1275.00 606.00 5681.25 Rs: 29904.75
Rate in Rs. 8.00 8.00 1.00 1.00
Quantity
51.70 38.00 6.70 76.10 Rs:
Rate in Rs.
Amount in Rs 413.60 304.00 6.70 76.10 800.40
Amount in Rs
80
Dam and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5 6 7 8
Crew for Concrete mixer Hour Crew for Pump Hour work inspector Day Stone chiseller Cl -II Day Mason Class-I Day Mason Class-II Day Chavali Day mazdoor for batching cement ( cement handling ) Day for batching sand Day for loading mortar pans Day for laying & packing mortar Day for loading chips Day for washing rubble / finishing / curing Day for conveying mortar / chips Day Total cost of Labour labour component/unit qty 949.70 Add contractor's profit and overhead charges 14% 133.00 labour component/unit qty (including contractor's profit) 1082.70
8.00 1.00 1.00 7.00 2.50 4.00 16.00
189.80 72.10 370.00 345.00 385.00 345.00 345.00
1518.40 72.10 370.00 2415.00 962.50 1380.00 5520.00
2.00 6.00 4.00 10.00 1.00 4.00 12.00
295.00 295.00 295.00 295.00 295.00 295.00 295.00
590.00 1770.00 1180.00 2950.00 295.00 1180.00 3540.00 23743.00
Rs: Rs: Rs: Rs: Rs.
29904.75 800.40 23743.00 54448.15 7622.74 295.3125 815.02
Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 9.38 cum @ Lead Charges for 1 Km for Stones/Stone Chips 26.81 cum @ Lead Charges for 1Km for Cement (including Loading 3.35 tonne @ and Unloading Charges) Total cost for 25.00 Rate per cum (A+B+C+D)/25
IRR-DAW-3-5
14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
417.41 Rs: 63598.64 Rs: 2543.90
Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement content : 167 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement for mortar Coursed rubble stone 30 x 30 x 45 cm Coursed rubble stone 30 x 30 x 60 cm Rubble stones Stone chips Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Quantity
kg Nos Nos cum cum cum
Unit
4175 250 85 8.75 3.75 8.75
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8 9
Unit
Crew for Concrete mixer Crew for Pump work inspector Stone chiseller Cl -I Stone chiseller Cl -II Mason Class-I Mason Class-II Chavali mazdoor for batching cement ( cement handling ) for batching sand for loading mortar pans for laying & packing mortar
Unit
UNIT: 25.00 cum Rate Amount in Rs. in Rs 4.00 16700.00 20.00 5000.00 23.00 1955.00 318.00 2782.50 340.00 1275.00 606.00 5302.50 Rs: 33015.00
Rate in Rs. 8.00 8.00 1.00 1.00
Quantity
51.70 38.00 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 800.40
Rate in Rs.
Hour Hour Day Day Day Day Day Day
8.00 1.00 1.00 14.00 7.00 2.50 4.00 16.00
189.80 72.10 370.00 385.00 345.00 385.00 345.00 345.00
Amount in Rs 1518.40 72.10 370.00 5390.00 2415.00 962.50 1380.00 5520.00
Day Day Day Day
2.00 6.00 4.00 10.00
295.00 295.00 295.00 295.00
590.00 1770.00 1180.00 2950.00
81
Dam and Allied Works - Item Unit Rates 2014-15
for loading chips Day for washing rubble / finishing / curing Day for conveying mortar / chips Day Total cost of Labour labour component/unit qty 1165.30 Add contractor's profit and overhead charges 14% 163.10 labour component/unit qty (including contractor's profit) 1328.40
1.00 4.00 12.00
295.00 295.00 295.00 Rs:
295.00 1180.00 3540.00 29133.00
Rs: Rs: Rs: Rs: Rs.
33015.00 800.40 29133.00 62948.40 8812.78 275.625 827.34
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 8.75 Lead Charges for 1 Km for Stones/Stone Chips 27.22
14% cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 4.18 tonne @ Total cost for 25.00 Rate per cum (A+B+C+D)/25
IRR-DAW-3-6
124.6 Rs./Tonne cum
520.205 Rs: 73384.35 Rs: 2935.40
Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement content : 125 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement for mortar Coursed rubble stone 30 x 30 x 45 cm Coursed rubble stone 30 x 30 x 60 cm Rubble stones Stone chips Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Unit
Quantity
kg Nos Nos cum cum cum
Unit
3125 250 85 8.75 3.75 8.75
Quantity
Concrete mixer 300 / 200 ltr ( ele ) Hour Fuel / Energy charges Hour 10 hp pump ( ele ) Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8 9
Unit
Crew for Concrete mixer Hour Crew for Pump Hour work inspector Day Stone chiseller Cl -I Day Stone chiseller Cl -II Day Mason Class-I Day Mason Class-II Day Chavali Day mazdoor for batching cement ( cement handling Day for batching sand Day for loading mortar pans Day for laying & packing mortar Day for loading chips Day for washing rubble / finishing / curing Day for conveying mortar / chips Day Total cost of Labour labour component/unit qty 1165.30 Add contractor's profit and overhead charges 14% 163.10 labour component/unit qty (including contractor's profit) 1328.40 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery
UNIT: 25.00 cum Rate Amount in Rs. in Rs 4.00 12500.00 20.00 5000.00 23.00 1955.00 318.00 2782.50 340.00 1275.00 606.00 5302.50 Rs: 28815.00
Rate in Rs. 51.70 38.00 6.70 76.10 Rs:
Amount in Rs 413.60 304.00 6.70 76.10 800.40
8.00 1.00 1.00 14.00 7.00 2.50 4.00 16.00
189.80 72.10 370.00 385.00 345.00 385.00 345.00 345.00
Amount in Rs 1518.40 72.10 370.00 5390.00 2415.00 962.50 1380.00 5520.00
2.00 6.00 4.00 10.00 1.00 4.00 12.00
295.00 295.00 295.00 295.00 295.00 295.00 295.00 Rs:
590.00 1770.00 1180.00 2950.00 295.00 1180.00 3540.00 29133.00
8.00 8.00 1.00 1.00
Quantity
Rate in Rs.
Rs: 28815.00 Rs: 800.40
82
Dam and Allied Works - Item Unit Rates 2014-15
C. Cost of Labour
Rs: 29133.00 Rs: 58748.40 Rs. 8224.78 275.625 827.34
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 8.75 cum @ Lead Charges for 1 Km for Stones/Stone Chips 27.22 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 3.13 tonne @ Total cost for 25.00 Rate per cum (A+B+C+D)/25
IRR-DAW-3-7
14% 31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne cum
Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 2 proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
Cement Sand (Screened )
Unit
Quantity
kg cum
455.446 0.735
Total cost of Materials B. MACHINERY: Sl No Description
Unit
Quantity
1 NIL (Manual mixing )
UNIT: 100.00 sqm Rate Amount in Rs. in Rs 4.00 1821.78 606.00 445.41 Rs: 2267.19
Rate in Rs.
Amount in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs.
Amount in Rs 385.00 3850.00 295.00 2950.00 Rs: 6800.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2
Mason Class-I mazdoor
Unit
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 10.00 68.00 14% 9.50 77.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs.
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 0.74 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 0.46 tonne @ Total cost for 100.00 Rate per sqm (A+B+C+D)/100
IRR-DAW-3-8
389.375 Rs: 68465.52 Rs: 2738.60
14% 31.5 Rs./Cum 124.6 Rs./Tonne sqm
2267.19 0.00 6800.00 9067.19 1269.41 23.1525
56.748572 Rs: 10416.51 Rs: 104.20
Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 3 proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
Cement Sand (Screened )
Unit
Quantity
kg cum
321.80 0.74
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL Manual mixing )
UNIT: 100.00 sqm Rate Amount in Rs. in Rs 4.00 1287.20 606.00 445.41 Rs: 1732.61
Rate in Rs.
Amount in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs.
Amount in Rs 385.00 3850.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No Description 1
Mason Class-I
Unit Day
Quantity 10.00
83
Dam and Allied Works - Item Unit Rates 2014-15
2
mazdoor
Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00
295.00 2950.00 Rs: 6800.00
68.00 14% 9.50 77.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs.
Total D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 0.74 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 0.32 tonne @ Total cost for 100.00 Rate per sqm (A+B+C+D)/100 IRR_DAW-4
CONTRACTION JOINT WORKS:
IRR-DAW-4-1
Providing 25 mm thick guniting to rock or masonry surface in cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, raking-out and cleaning joints, scaffolding wherever required and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
DATA:
14% 31.5 Rs./Cum 124.6 Rs./Tonne sqm
1732.61 0.00 6800.00 8532.61 1194.57 23.1525
40.09628 Rs: 9790.43 Rs: 97.90
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Cement Sand (Screened ) Use rate of grout hose 25 m Use rate of water hose 25 m Use rate of guniting nozzle Sundries Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4
Unit
Quantity
kg cum Hour Hour Hour LS
609.90 1.09 8.00 8.00 8.00 2.00
Unit
Quantity
Guniting equipment Hour Fuel / Energy charges Hour Air compressor 8.5 cmm ( ele ) Hour Fuel / Energy charges Hour Pump 10 hp ( ele ) Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
UNIT : 36.00 sqm Rate Amount in Rs. in Rs 4.00 2439.60 606.00 660.54 5.47 43.75 6.84 54.75 3.50 28.00 41.00 82.00 Rs: 3308.64
Rate in Rs. 110.10 0.00 170.80 428.00 6.70 76.10 41.00 Rs:
Amount in Rs 880.80 0.00 1366.40 3424.00 6.70 76.10 82.00 5836.00
8.00 8.00 1.00 1.00
189.80 142.40 72.10 345.00
Amount in Rs 1518.40 1139.20 72.10 345.00
2.00 2.00 2.00
295.00 295.00 295.00 Rs:
590.00 590.00 590.00 4844.70
8.00 8.00 8.00 8.00 1.00 1.00 2.00
Unit
Quantity
1 2 3 4 5
Crew for Guniting equipment Hour Crew for Air compressor Hour Crew for pump Hour Day Mason Cl II mazdoor for cement handling Day for sand Day mazdoor for other works Day Total cost of Labour labour component/unit qty 134.60 Add contractor's profit and overhead charges 14% 18.80 labour component/unit qty (including contractor's profit) 153.40
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total Add for scaffolding
3%
D.Add for contractor's profit and overheads on (A+B+C+other Lead Charges for 1 Km for FA 1.09 cum @ Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 0.61 tonne @ Total cost for 36.00 Rate per sqm (A+B+C+D)/36
Total 14% 31.5 Rs./Cum 124.6 Rs./Tonne sqm
3308.64 5836.00 4844.70 13989.34 349.73 Rs: 14339.07 Rs. 2007.47 34.335 75.99354 Rs: 16456.87 Rs: 457.10
84
Dam and Allied Works - Item Unit Rates 2014-15
IRR-DAW-4-2
DATA:
Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in two lines with 8 mm dia steel dowel rods on either side at one metre interval, forming 125 x 125 mm size groove in between copper strips for filling asphalt including fixing 15 mm dia two legged G.I pipe with U - bend at bottom for circulation of steam at intervals and forming 150 mm dia formed drain behind water seals including cost of all materials, machinery, labour, filling asphalt, circulation of steam through pipes etc., complete with all leads and lifts. consider 12 m height of contraction joint for analysis. RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Copper sheet 16 SWG Reinforcement steel 8 mm dia GI pipe 15 mm dia Asphalt Elbows / Nipple / Plugs etc., Soldering materials Total cost of Materials
Unit
Quantity
kg kg Rm kg LS LS
B. MACHINERY: Sl No Description
215.00 30.00 24.00 192.00 5.00 40.00
Unit
Quantity
1 Steam circulation arrangement LS Fuel charges ( gas for heating ) LS Total hire charges of Machinery C. LABOUR: Sl No Description 1 2 3 4 5 6
Welder Tinsmith Bar bender Pipe fitter Mason Class-I mazdoor
Rate in Rs.
Amount in Rs 17.00 136.00 17.00 170.00 Rs: 306.00
Rate in Rs.
Amount in Rs 385.00 385.00 225.00 220.00 192.50 295.00 1702.50
8.00 10.00
Unit
Quantity
Day Day Day Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
UNIT: 12.00 Rm Rate Amount in Rs. in Rs 695.00 149425.00 46.50 1395.00 110.00 2640.00 43.00 8256.00 17.00 85.00 17.00 680.00 Rs: 162481.00
1.00 1.00 0.50 0.50 0.50 1.00
385.00 385.00 450.00 440.00 385.00 295.00 Rs:
141.90 14% 19.90 161.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 12.00 Rm Rate per Rm (A+B+C+D)/12
IRR-DAW-4-3
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
162481.00 306.00 1702.50 164489.50 23028.53 187518.03 15626.50
Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality PVC water stop in two lines with 8 mm diameter steel dowel rods on either side at 1m interval, forming 125 x 125 mm size groove in between two water stops, providing & fixing 15 mm dia two legged G.I pipe with U-bend at bottom for circulation steam at interval, forming 150 mm diameter formed drain behind water seals including filling groove with asphalt, circulation of steam at intervals, cost of all materials, machinery, labour etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
PVC water stops 310 mm wide Reinforcement steel 8 mm dia GI pipe 15 mm dia Asphalt Elbows / Nipple / Plugs etc., Vulcanizing materials Total cost of Materials
B. MACHINERY: Sl No Description
Unit
Quantity
Rm kg Rm kg LS LS
Unit
24.50 30.00 24.00 192.00 5.00 25.00
Quantity
UNIT: 12.00 Rm. Rate Amount in Rs. in Rs 485.00 11882.50 46.50 1395.00 110.00 2640.00 43.00 8256.00 17.00 85.00 17.00 425.00 Rs: 24683.50
Rate in Rs.
Amount in Rs
85
Dam and Allied Works - Item Unit Rates 2014-15
1
Steam circulation arrangement LS Fuel charges ( gas for heating ) LS Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5
Welder Bar bender Pipe fitter Mason Class-I mazdoor
8.00 10.00
Unit
Quantity
Day Day Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
17.00 136.00 17.00 170.00 Rs: 306.00
Rate in Rs. 0.50 0.50 0.50 0.50 1.00
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 12.00 Rm. Rate per Rm. (A+B+C+D)/12
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3
Copper sheet 16 SWG Reinforcement steel 8 mm dia Soldering materials Total cost of Materials
Unit
1
Sundries such as soldering gun etc., Fuel charges ( gas ) Total hire charges of Machinery
Welder Tinsmith Bar bender Mason Class-I mazdoor
77.00 15.00 10.00
Unit
Quantity
LS LS
C. LABOUR: Sl No Description 1 2 3 4 5
Quantity
kg kg LS
B. MACHINERY: Sl No Description
UNIT: 8.7 Rm Rate Amount in Rs. in Rs 695.00 53515.00 46.50 697.50 17.00 170.00 Rs: 54382.50
Rate in Rs.
Amount in Rs 41.00 123.00 17.00 85.00 Rs: 208.00
Rate in Rs. 385.00 385.00 450.00 385.00 295.00 Rs:
Amount in Rs 192.50 192.50 225.00 192.50 147.50 950.00
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
54382.50 208.00 950.00 55540.50 7775.67 63316.17 7277.70
3.00 5.00
Unit
Quantity
Day Day Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.5 0.5 0.5 0.5 0.5 109.20 14% 15.30 124.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 8.70 Rm Rate per Rm (A+B+C+D)/8.70
DATA:
24683.50 306.00 1125.00 26114.50 3656.03 29770.53 2480.90
Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in single line with 8 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour etc., complete with all leads and lifts.
DATA:
IRR-DAW-4-5
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
93.80 14% 13.10 106.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-4-4
385.00 450.00 440.00 385.00 295.00 Rs:
Amount in Rs 192.50 225.00 220.00 192.50 295.00 1125.00
Total 14%
Providing and constructing contraction joints by fixing 23 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts. RATE ANALYSIS UNIT:
86
Dam and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No Particulars 1 2 3
PVC water seal 23 cm wide Reinforcement steel 10 mm dia Vulcanising materials Total cost of Materials
Unit Rm kg LS
B. MACHINERY: Sl No Description 1
9.00 10.00 2.00
Unit
Quantity
Sundries such as heater etc., LS Fuel charges for heating LS Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4
Quantity
Welder Bar bender Mason Class-I mazdoor
Rate in Rs.
Amount in Rs 41.00 20.50 17.00 8.50 29.00
Rate in Rs.
Amount in Rs 192.50 225.00 192.50 147.50 757.50
0.50 0.50
Unit
Quantity
Day Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
8.70 Rm Rate Amount in Rs. in Rs 44.00 396.00 46.50 465.00 17.00 34.00 Rs: 895.00
0.50 0.50 0.50 0.50
385.00 450.00 385.00 295.00 Rs:
87.10 14% 12.20 99.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 8.70 Rm Rate per Rm (A+B+C+D)/8.70 IRR_DAW-5
EARTH / ROCKFILL EMBANKMENT WORKS :
IRR-DAW-5-1
Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
895.00 29.00 757.50 1681.50 235.41 1916.91 220.30
RATE ANALYSIS A. MATERIALS: Sl No Particulars
Unit
Quantity
1 NIL
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7
Quantity
Angle dozer 90 hp Hour Fuel / Energy charges Hour Shovel 0.85 cum capacity Hour Fuel / Energy charges Hour Tippers 5.00 cum capacity 5 Nos. Hour Fuel / Energy charges Hour Pump 5 hp ( ele ) Hour Fuel / Energy charges Hour Water tanker 8000 ltr Hour Fuel / Energy charges Hour Vibratory Roller 8 tonne Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5
Unit
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Pump Crew for Water tanker
Unit Hour Hour Hour Hour Hour
5.50 5.50 8.00 8.00 40.00 40.00 4.00 4.00 8.00 8.00 6.50 6.50 2.00
Quantity 5.50 8.00 40.00 4.00 8.00
UNIT 825.00 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs 9435.25 3608.00 13652.80 7502.40 17868.00 12888.00 12.00 152.00 3220.00 2577.60 8724.30 7203.95 82.00 86926.30
Rate in Rs.
Amount in Rs 1122.55 1632.80 6124.00 288.40 1224.80
204.10 204.10 153.10 72.10 153.10
87
Dam and Allied Works - Item Unit Rates 2014-15
6 7 8
Crew for Roller work inspector mazdoor
Hour Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
6.50 2.00 4.00
227.80 370.00 295.00 Rs:
16.70 14% 2.30 19.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
0.00 86926.30 13793.25 100719.55 14100.74 114820.29 139.20
Providing cut-off trench filling using selected impervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
Unit
Quantity
1 NIL
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7
Unit
Quantity
Angle dozer 90 hp Hour Fuel / Energy charges Hour Shovel 0.85 cum capacity Hour Fuel / Energy charges Hour Tippers 5.00 cum capacity 6 Nos. Hour Fuel / Energy charges Hour Pump 5 hp ( ele ) Hour Fuel / Energy charges Hour Water tanker 8000 ltr Hour Fuel / Energy charges Hour Vibratory Roller 8 tonne Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
5.50 5.50 8.00 8.00 48.00 48.00 4.00 4.00 8.00 8.00 6.50 6.50 2.00
Quantity
1 2 3 4 5 6 7 8
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 18.20 Add contractor's profit and overhead charges 14% 2.50 labour component/unit qty (including contractor's profit) 20.70
5.50 8.00 48.00 4.00 8.00 6.50 2.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 825.00 cum Rate per cum (A+B+C+D)/825
IRR-DAW-5-3
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 825.00 cum Rate per cum (A+B+C+D)/825
IRR-DAW-5-2
1480.70 740.00 1180.00 13793.25
Total 14%
UNIT : 825.00 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs 9435.25 3608.00 13652.80 7502.40 21441.60 15465.60 12.00 152.00 3220.00 2577.60 8724.30 7203.95 82.00 93077.50
Rate in Rs. 204.10 204.10 153.10 72.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs 1122.55 1632.80 7348.80 288.40 1224.80 1480.70 740.00 1180.00 15018.05
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
0.00 93077.50 15018.05 108095.55 15133.38 123228.93 149.40
Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of
88
Dam and Allied Works - Item Unit Rates 2014-15
all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading soil in layers of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts. DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
Unit
UNIT : 630 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Quantity
1 NIL
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7
Quantity
Angle dozer 90 hp Hour Fuel / Energy charges Hour Shovel 0.85 cum Hour Fuel / Energy charges Hour Tipper 5 cum Hour Fuel / Energy charges Hour Pump 5 hp ( ele ) Hour Fuel / Energy charges Hour Water tanker 8000 ltr Hour Fuel / Energy charges Hour Vibratory Roller 8 tonne Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8
Unit
Unit
4.00 4.00 8.00 8.00 32.00 32.00 3.00 3.00 5.00 5.00 5.00 5.00 5.00
Quantity
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Pump Crew for Water tanker Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Hour Hour Day Day Total cost of Labour labour component/unit qty 18.10 Add contractor's profit and overhead charges 14% 2.50 labour component/unit qty (including contractor's profit) 20.60
4.00 8.00 32.00 3.00 5.00 5.00 2.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 630.00 cum Rate per cum (A+B+C+D)/630
IRR-DAW-5-4
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs 6862.00 2624.00 13652.80 7502.40 14294.40 10310.40 9.00 114.00 2012.50 1611.00 6711.00 5541.50 205.00 71450.00
Rate in Rs. 204.10 204.10 153.10 72.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs 816.40 1632.80 4899.20 216.30 765.50 1139.00 740.00 1180.00 11389.20
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
0.00 71450.00 11389.20 82839.20 11597.49 94436.69 149.90
Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc.,complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS UNIT : A. MATERIALS: Sl No Particulars
Unit
Quantity
1 NIL
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No Description 1
Angle dozer 90 hp Fuel / Energy charges
Unit Hour Hour
Quantity 4.60 4.60
970.00 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate Amount in Rs. in Rs 1715.50 7891.30 656.00 3017.60
89
Dam and Allied Works - Item Unit Rates 2014-15
2 3 4 5 6 7
Shovel 0.85 cum Fuel / Energy charges Tipper 5 cum Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
8.00 8.00 48.00 48.00 4.00 4.00 8.00 8.00 7.00 7.00 5.00
1706.60 937.80 446.70 322.20 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Quantity
1 2 3 4 5 6 7 8
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 15.40 Add contractor's profit and overhead charges 14% 2.20 labour component/unit qty (including contractor's profit) 17.60
Rate in Rs. 4.60 8.00 48.00 4.00 8.00 7.00 2.00 4.00
204.10 204.10 153.10 72.10 153.10 227.80 370.00 295.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 970.00 cum Rate per cum (A+B+C+D)/970 IRR-DAW-5-4-A (New Item1 - 2011-12)
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
13652.80 7502.40 21441.60 15465.60 12.00 152.00 3220.00 2577.60 9395.40 7758.10 205.00 92291.40
Amount in Rs 938.86 1632.80 7348.80 288.40 1224.80 1594.60 740.00 1180.00 14948.26
0.00 92291.40 14948.26 107239.66 15013.55 122253.21 126.00
Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as stipulated etc.,complete with initial lead upto 1 km and all lifts. (For Maintenance Works)
DATA:
RATE ANALYSIS UNIT : A. MATERIALS: Sl No Particulars
Unit
Quantity
1 NIL
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7
Angle dozer 90 hp Fuel / Energy charges Shovel 0.85 cum Fuel / Energy charges Tipper 5 cum Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Pump
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit Hour Hour Hour Hour
4.60 4.60 8.00 8.00 48.00 48.00 4.00 4.00 8.00 8.00 7.00 7.00 5.00
Quantity 4.60 8.00 48.00 4.00
970.00 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs 7891.30 3017.60 13652.80 7502.40 21441.60 15465.60 12.00 152.00 3220.00 2577.60 9395.40 7758.10 205.00 92291.40
Rate in Rs.
Amount in Rs 938.86 1632.80 7348.80 288.40
204.10 204.10 153.10 72.10
90
Dam and Allied Works - Item Unit Rates 2014-15
5 6 7 8
Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 15.40 Add contractor's profit and overhead charges 14% 2.20 labour component/unit qty (including contractor's profit) 17.60
8.00 7.00 2.00 4.00
153.10 227.80 370.00 295.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 970.00 cum Rate per cum (A+B+C+D)/970 Deduct Rate for Proctar's density Control of 95% using 8T roller as per IRR-PMW-3-23 Add Rate for Proctor's Density control of 90% using 2T Roller as per IRR-PMW-3-24 Rate per cum IRR-DAW-5-5
Rs.
1224.80 1594.60 740.00 1180.00 14948.26
0.00 92291.40 14948.26 107239.66 15013.55 122253.21 126.00 46.10 6.10 86.00
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
Unit
Quantity
NIL
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7
Unit
Quantity
Angle dozer 90 hp Hour Fuel / Energy charges Hour Shovel 0.85 cum capacity Hour Fuel / Energy charges Hour Tippers 5.00 cum capacity 5 Nos. Hour Fuel / Energy charges Hour Pump 5 hp ( ele ) Hour Fuel / Energy charges Hour Water tanker 8000 ltr Hour Fuel / Energy charges Hour Vibratory Roller 8 tonne Hour Fuel / Energy charges Hour Sundries LS Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
1 2 3 4 5 6 7 8
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 17.00 Add contractor's profit and overhead charges 14% 2.40 labour component/unit qty (including contractor's profit) 19.40
5.40 5.40 8.00 8.00 40.00 40.00 4.00 4.00 8.00 8.00 6.40 6.40 2.00
Quantity 5.40 8.00 40.00 4.00 8.00 6.40 2.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 807.00 cum Rate per cum (A+B+C+D)/807
Total 14%
UNIT : 807.00 cum Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 Rs: 0.00
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs 9263.70 3542.40 13652.80 7502.40 17868.00 12888.00 12.00 152.00 3220.00 2577.60 8590.08 7093.12 82.00 86444.10
Rate in Rs.
Amount in Rs 1102.14 1632.80 6124.00 288.40 1224.80 1457.92 740.00 1180.00 13750.06
204.10 204.10 153.10 72.10 153.10 227.80 370.00 295.00 Rs:
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
0.00 86444.10 13750.06 100194.16 14027.18 114221.34 141.50
91
Dam and Allied Works - Item Unit Rates 2014-15
IRR-DAW-5-6
Providing embankment adjacent to masonry / concrete structures and filling trial pits using impervious soil from approved borrow areas in layers of 10 to 15 cm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
UNIT : Unit
1 Use rate of air hose
Quantity
Hour
16.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1 2 3 4 5 6 7 8
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.85 cum Fuel / Energy charges Tipper 5 cum Fuel / Energy charges Air compressor 8.5 cmm ( ele ) Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Pneumatic tampers 2 Nos. Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
0.15 0.15 0.80 0.80 3.00 3.00 8.00 8.00 0.40 0.40 0.80 0.80 16.00 16.00 1.00
Unit
Quantity
80 cum Rate Amount in Rs. in Rs 10.94 175.00 0.00 0.00 Rs: 175.00
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 170.80 428.00 3.00 38.00 402.50 322.20 20.70 0.00 41.00 Rs:
Amount in Rs 257.33 98.40 1365.28 750.24 1340.10 966.60 1366.40 3424.00 1.20 15.20 322.00 257.76 331.20 0.00 41.00 10536.71
Rate in Rs.
Amount in Rs 30.62 163.28 459.30 1139.20 28.84 122.48 3644.80 370.00 1475.00 7433.52
0.15 0.80 3.00 8.00 0.40 0.80 16.00 1.00 5.00
1 2 3 4 5 6 7 8 9
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Air compressor Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Pneumatic tamper Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 92.90 Add contractor's profit and overhead charges 14% 13.00 labour component/unit qty (including contractor's profit) 105.90
204.10 204.10 153.10 142.40 72.10 153.10 227.80 370.00 295.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 80.00 cum Rate per cum (A+B+C+D)/80
IRR-DAW-5-7
Rs: 175.00 Rs: 10536.71 Rs: 7433.52 Rs: 18145.22 Rs. 2540.33 Rs: 20685.55 Rs: 258.60
Providing and constructing rockfill embankment with 300 mm down graded stones and quarry spalls from approved source including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing the surface to required slopes etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Use rate of drill rod 2.5 m long Reconditioning charges @ Use rate of air hose 6 Nos. Explosive small dia Electric detonators Detonator ordinary Fuse coil
UNIT : Unit
400 Quantity
Rate in Rs.
Rm
387.00
41.69
10% Hour kg Nos Nos Rm
60.00 118.00 159.00 8.00 200.00
10.94 70.00 13.00 9.00 11.00
cum Amount in Rs 16135.32 1613.53 656.25 8260.00 2067.00 72.00 2200.00
92
Dam and Allied Works - Item Unit Rates 2014-15
7
Sundries ( waste tyres etc ) Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4 5
LS
10.00
Unit
Quantity
Air compressor 8.5cmm( diesel )3 Nos Hour Fuel / Energy charges Hour Jack hammer 6 Nos Hour Fuel / Energy charges Hour Angle dozer 90 hp Hour Fuel / Energy charges Hour Shovel 0.85 cum Hour Fuel / Energy charges Hour Tipper 5 cum Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description
Quantity
1 2 3 4 5 6 7 8 9 10
Crew for Air compressor Hour Crew for Jack hammer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Dozer Hour Blaster Day Helper blaster Day work inspector Day Mason Class-II Day mazdoor Day Total cost of Labour labour component/unit qty 84.60 Add contractor's profit and overhead charges 14% 11.80 labour component/unit qty (including contractor's profit) 96.40
410.00 31414.10
275.60 959.10 19.80 0.00 1715.50 656.00 1706.60 937.80 446.70 322.20 Rs:
Amount in Rs 8268.00 28773.00 1188.00 0.00 6862.00 2624.00 13652.80 7502.40 10720.80 7732.80 87323.80
Rate in Rs. 30.00 30.00 60.00 60.00 4.00 4.00 8.00 8.00 24.00 24.00
Unit
41.00 Rs:
Rate in Rs. 30.00 60.00 8.00 24.00 4.00 1.00 1.00 2.00 2.00 10.00
182.20 284.70 204.10 153.10 204.10 440.00 345.00 370.00 345.00 295.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-5-8
Rs: 31414.10 Rs: 87323.80 Rs: 33836.60 Rs: 152574.50 Rs. 21360.43 Rs: 173934.93 Rs: 434.80
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 400.00 cum Rate per cum (A+B+C+D)/400
Amount in Rs 5466.00 17082.00 1632.80 3674.40 816.40 440.00 345.00 740.00 690.00 2950.00 33836.60
Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7
Use rate of drill rod 1.5 m long Reconditionong charges @ Use rate of air hose Explosive small dia Electric detonator Detonator ordinary Fuse coil Sundries Total cost of Materials
B. MACHINERY: Sl No Description 1 2 3 4
UNIT : Unit
Quantity
Rm
97.00
10% Hour kg Nos Nos Rm LS
15.00 30.00 40.00 2.00 50.00 2.00
Unit
Air compressor 8.5 cmm ( diesel ) Hour Fuel / Energy charges Hour Jack hammer Hour Fuel / Energy charges Hour Shovel 0.85 cum Hour Fuel / Energy charges Hour Tipper 5 cum Hour Fuel / Energy charges Hour Total hire charges of Machinery
Quantity
100 cum Rate Amount in Rs. in Rs 41.69 4044.25 404.43 10.94 164.06 70.00 2100.00 13.00 520.00 9.00 18.00 11.00 550.00 41.00 82.00 Rs: 7882.74
Rate in Rs. 7.50 7.50 15.00 15.00 2.00 2.00 6.00 6.00
275.60 959.10 19.80 0.00 1706.60 937.80 446.70 322.20 Rs:
Amount in Rs 2067.00 7193.25 297.00 0.00 3413.20 1875.60 2680.20 1933.20 19459.45
C. LABOUR:
93
Dam and Allied Works - Item Unit Rates 2014-15
Sl No Description
Unit
Quantity
1 2 3 4 5 6 7 8 9
Crew for Air compressor Hour Crew for Jack hammer Hour Crew for Shovel Hour Crew for Tipper Hour Blaster Day Helper blaster Day work inspector Day Mason Class-II Day mazdoor Day Total cost of Labour labour component/unit qty 159.20 Add contractor's profit and overhead charges 14.00% 22.30 labour component/unit qty (including contractor's profit) 181.50
Rate in Rs. 7.50 15.00 2.00 6.00 0.50 1.00 1.00 7.00 19.00
182.20 284.70 204.10 153.10 440.00 345.00 370.00 345.00 295.00 Rs:
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-5-9
Note: DATA:
Rs: 7882.74 Rs: 19459.45 Rs: 15918.80 Rs: 43260.99 Rs. 6056.54 Rs: 49317.53 Rs: 493.20
Total 14.00%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
Amount in Rs 1366.50 4270.50 408.20 918.60 220.00 345.00 370.00 2415.00 5605.00 15918.80
Providing and constructing dry rubble rock-toe with rubble and stone chips from dump yard (Spoil Bank) including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all lifts. Useful rubble and stone chips will be issued at dump yard at the issue rate for usefull rubble / stone chips. Sorting out and breaking charges included in rate analysis. RATE ANALYSIS UNIT : 100 cum A. MATERIALS: Sl No Particulars Unit Quantity Rate Amount in Rs. in Rs 1 Useful rubble ( at dump yard ) cum 100.00 155.00 15500.00 2 Useful stone chips ( at dump yard ) cum 15.00 175.00 2625.00 Total cost of Materials Rs: 18125.00 B. MACHINERY: Sl No Description 1 2
Unit
Shovel 0.85 cum Hour Fuel / Energy charges Hour Tipper 5 cum Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 6 7
Quantity
Crew for Shovel Crew for Tipper Mason Class-II work inspector Stone breaker mazdoor
Unit Hour Hour Day Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
2.00 2.00 6.00 6.00
Quantity 2.00 6.00 7.00 1.00 2.00 21.00
Rate in Rs. 1706.60 937.80 446.70 322.20 Rs:
Amount in Rs 3413.20 1875.60 2680.20 1933.20 9902.20
Rate in Rs.
Amount in Rs 408.20 918.60 2415.00 370.00 690.00 6195.00 10996.80
204.10 153.10 345.00 370.00 345.00 295.00 Rs:
110.00 14% 15.40 125.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
Total 14%
Rs: 18125.00 Rs: 9902.20 Rs: 10996.80 Rs: 39024.00 Rs. 5463.36 Rs: 44487.36 Rs: 444.90
Providing and constructing Dry rock Pitching for Groynes using Un-Coursed rubble stone of size 300 mm thick IRR-DAW-5-9-A (New Item 4 -2012-13) and Un-Coursed rubble stone chips from Quarry to site of work including cost of all materials, Machinery, Labour charge hand packing Un-Course rubble stone &chips to the designed profile with all leads and lifts etc
94
Dam and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS UNIT : A. MATERIALS: Sl No Particulars 1 2
Unit
Un Coursed Rubble Stones at quarry Stone Chips at Quarry
100 cum Quantity
cum cum
Rate in Rs. 100.00 15.00
318.00 340.00 Rs:
Total cost of Materials B. MACHINERY: Sl No Description
1 2
Unit
Shovel 0.85 cum for loading tipper at the Hour worksite Fuel / Energy charges Hour Tipper 5 cum Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 6 7
Quantity
2.00 2.00 6.00 6.00
Unit
Crew for Shovel Crew for Tipper Mason Class-II work inspector Stone breaker mazdoor
Quantity
Hour Hour Day Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs.
Rate in Rs. 204.10 153.10 345.00 370.00 345.00 295.00 Rs:
3413.20 1875.60 2680.20 1933.20 9902.20
Amount in Rs 408.20 918.60 2415.00 370.00 690.00 6195.00 10996.80
110.00 14% 15.40 125.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 36900.00 Rs: 9902.20 Rs: 10996.80 Rs: 57799.00 Rs. 8091.86 Rs: 65890.86 Rs: 658.90
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
IRR-DAW-5-10
Amount in Rs
1706.60 937.80 446.70 322.20 Rs:
2.00 6.00 7.00 1.00 2.00 21.00
Amount in Rs 31800.00 5100.00 36900.00
Providing and laying 30 cm diameter open jointed hume pipes with collars in rock-toe for drainage including cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
UNIT : Unit
Hume pipe 300 mm dia.with collar
Quantity
Rm
100.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
100 Rm Rate Amount in Rs. in Rs 650.00 65000.00 0.00 Rs: 65000.00
Mason Cl- II mazdoor
Rs:
Unit Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.00 0.00
Quantity
Rate in Rs. 2 6
345.00 295.00 Rs:
Amount in Rs 0.00 0.00 0.00
Amount in Rs 690.00 1770.00 2460.00
24.60 14% 3.40 28.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 Rm Rate per Rm (A+B+C+D)/100
Total 14%
Rs: 65000.00 Rs: 0.00 Rs: 2460.00 Rs: 67460.00 Rs. 9444.4 Rs: 76904.40 Rs: 769.00
95
Dam and Allied Works - Item Unit Rates 2014-15
IRR_DAW-6
FILTER & PITCHING WORKS :
IRR-DAW-6-1
Providing and constructing 1.20 m internal diameter and average 3 m height RCC manhole with 60 cm dia. top cover in M-15 grade cement concrete using 20 mm down graded, clean, hard coarse aggregate, 20 cm thick for bed / sides / top slab / 1.5 m long cut-off wall and 7.5 cm thick for cover including providing 12 mm dia reinforcement bars at 30 cm c / c bothways for bed / sides / cut-off wall / top slab / rungs and 8 mm dia bars at 15 cm c / c bothways for cover, excavation for foundation, providing 30 cm dia hume pipe outlet, cost of all materials, machinery, labour, formwork, scaffolding, batching, mixing, laying, vibrating, finishing, curing etc., complete with lead upto 1 km and all lifts. ( Cement content : 300 kg/cum , CA : 0.80 cum, Blending Ratioof CA -- 65:35, FA : 0.44 cum, superplasticizer (0.4% by wt. of cement)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6 7 8 9 10
Cement Cement for incidentals @ 3 kg / cum Coarse aggregate 20 to 10 mm Coarse aggregate 10 to 4.75 mm Fine aggregate (Un-Screened ) Super plasticiser Reinforcement steel with 5 % wastage Binding wire Hume pipe 300 mm dia Use rate of shuttering Scaffolding of shuttering @ Sundries
B. MACHINERY: Sl No Description 1 2 3 4
Concrete mixer 300 / 200 ( ele ) Fuel / Energy charges Needle vibrator 40 mm dia ( ele ) Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4
UNIT Unit kg kg cum cum cum kg kg kg Rm sqm
1331.70 13.32 2.31 1.24 1.95 23.65 163.70 4.00 1.00 36.00 5%
LS Total cost of Materials
Unit
Unit
2.00
Quantity
Hour Hour Hour Hour Hour Hour LS
Mason Cl- II Day Bar bender Day work inspector Day mazdoor for excavation for foundation Day for bar bending Day for concreting Day for excavation for foundation Day for concreting Day for curing Day 5 Labour for shuttering sqm Total cost of Labour labour component/unit qty 8300.80 Add contractor's profit and overhead charges 0.14 1162.10 labour component/unit qty (including contractor's profit) 9462.90 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Quantity
1 Each Rate Amount in Rs. in Rs 4.00 5326.80 4.00 53.27 1210.00 2793.02 875.00 1087.56 462.00 902.36 80.00 1891.65 46.50 7611.82 70.00 280.00 650.00 650.00 235.84 8490.24 424.51 41.00 82.00 Rs: 29593.22
Rate in Rs. 51.70 38.00 8.00 7.60 3.00 38.00 41.00 Rs:
Amount in Rs 206.80 152.00 32.00 30.40 1.50 19.00 41.00 482.70
1.00 1.00 1.00
345.00 450.00 370.00
Amount in Rs 345.00 450.00 370.00
2.00 1.00 5.00 2.00 4.00 1.00 36.00
295.00 295.00 295.00 295.00 295.00 295.00 75.30 Rs:
590.00 295.00 1475.00 590.00 1180.00 295.00 2710.80 8300.80
Rs: Rs: Rs:
29593.22 482.70 8300.80
4.00 4.00 4.00 4.00 0.50 0.50 1.00
Quantity
Rate in Rs.
96
Dam and Allied Works - Item Unit Rates 2014-15
cum @ cum @
31.5 Rs./Cum 30.4 Rs./Cum
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 1.35
tonne @
124.6 Rs./Tonne
167.58912
tonne @
145.6 Rs./Tonne
23.833992 Rs: 44110.37 Rs: 44110.40
0.16
1.00 (A+B+C+D)/1.0
Each
Providing and constructing longitudinal and cross graded filter drains using sand and 80-20 mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc. complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5
UNIT : Unit
Fine aggregate (Un-Screened ) Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm down Total cost of Materials
1
Quantity
cum cum cum cum cum
B. MACHINERY: Sl No Description
47.50 17.865 1.99 24.49 8.16
Unit
Quantity
NIL
100 cum Rate Amount in Rs. in Rs 462.00 21945.00 635.00 11344.28 1145.00 2272.83 1210.00 29629.88 875.00 7142.19 Rs: 72334.16
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
Unit
work inspector mazdoor
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
370.00 295.00 Rs:
Amount in Rs 370.00 11210.00 11580.00
Rate in Rs. 1.00 38.00
115.80 0.14 16.20 132.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 72334.16 Rs: 0.00 Rs: 11580.00 Rs: 83914.16 Rs. 11747.98 Rs: 95662.14 Rs: 956.60
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
IRR-DAW-6-3
Rs: 38376.72 Rs. 5372.74 61.52454 107.96
D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 1.95 Lead Charges for 1 Km for CA 3.55
Lead Charges for 1Km for Steel (including Loading and Unloading Charges) Total cost for Rate per Each
IRR-DAW-6-2
Total 14%
Providing and constructing 1.40 m thick vertical or inclined graded filter media consisting of 20 cm thick sand layers, 25 cm thick 20 mm down coarse aggregate layers and 50 cm thick 80-20 mm coarse aggregate layer using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5
UNIT : Unit
Fine aggregate (Un-Screened ) Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm down
B. MACHINERY: Sl No Description
Quantity
cum cum cum cum cum Total cost of Materials
Unit
1 NIL
28.60 32.13 3.57 28.13 8.93
Quantity
Rate in Rs. 0.00 0.00
Total hire charges of Machinery
100 cum Rate Amount in Rs. in Rs 462.00 13213.20 635.00 20402.55 1145.00 4087.65 1210.00 34031.25 875.00 7809.38 Rs: 79544.03
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
97
Dam and Allied Works - Item Unit Rates 2014-15
C. LABOUR: Sl No Description 1 2
Unit
work inspector mazdoor
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 1.00 38.00
370.00 295.00 Rs:
115.80 0.14 16.20 132.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 79544.03 Rs: 0.00 Rs: 11580.00 Rs: 91124.03 Rs. 12757.36 Rs: 103881.39 Rs: 1038.80
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
IRR-DAW-6-4
Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 25 cm thick 20 - 4.75 mm and 40 cm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5
UNIT Unit
Fine aggregate (Un-Screened ) Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm down Total cost of Materials
1
Quantity
cum cum cum cum cum
B. MACHINERY: Sl No Description
23.55 42.39 4.71 22.05 7.35
Unit
Quantity
NIL
100 cum Rate Amount in Rs. in Rs 462.00 10880.10 635.00 26917.65 1145.00 5392.95 1210.00 26680.50 875.00 6431.25 Rs: 76302.45
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
Unit
work inspector mazdoor
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1.00 34.00
370.00 295.00 Rs:
Amount in Rs 370.00 10030.00 10400.00
104.00 0.14 14.60 118.60
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
(New Item2- 2011-12)
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-6-4-A
Amount in Rs 370.00 11210.00 11580.00
Rs: 76302.45 Rs: 0.00 Rs: 10400.00 Rs: 86702.45 Rs. 12138.34 Rs: 98840.79 Rs: 988.40
Providing and constructing graded filter media below and behind rock-toe consisting of 30 cm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4
Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm down
UNIT Unit cum cum cum cum
Quantity 35.00 55.00 5.00 5.00
100 cum Rate Amount in Rs. in Rs 635.00 22225.00 1145.00 62975.00 1210.00 6050.00 875.00 4375.00
98
Dam and Allied Works - Item Unit Rates 2014-15
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL Total hire charges of Machinery
1 2
Unit
work inspector mazdoor
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
370.00 295.00 Rs:
Amount in Rs 370.00 3540.00 3910.00
Rate in Rs. 1.00 12.00
39.10 0.14 5.50 44.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 95625.00 Rs: 0.00 Rs: 3910.00 Rs: 99535.00 Rs. 13934.9 Rs: 113469.90 Rs: 1134.70
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
IRR-DAW-6-5
95625.00
Rate in Rs. 0.00 0.00
C. LABOUR: Sl No Description
Rs:
Providing and laying filter media consisting of 2 layers of 250 gsm poly-propeline non-woven filter fabric and 400 mm thick 20 mm down graded coarse aggregate for vertical / inclined and horizontal filter blanket for embankment including cost of all materials, machinery, labour etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
UNIT : Unit
PP filter fabric 250 gsm 20 - 10 mm CA @ 75 % 10 mm down CA @ 25 % Total cost of Materials
sqm cum cum
B. MACHINERY: Sl No Description 1
Quantity 220.00 30.00 10.00
Unit
Quantity
NIL
100 sqm Rate Amount in Rs. in Rs 154.00 33880.00 1210.00 36300.00 875.00 8750.00 Rs: 78930.00
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
work inspector mazdoor
Unit Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity
370.00 295.00 Rs:
Amount in Rs 370.00 4130.00 4500.00
Rate in Rs. 1.00 14.00
45.00 0.14 6.30 51.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C)
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
Total 14%
Rs: 78930.00 Rs: 0.00 Rs: 4500.00 Rs: 83430.00 Rs. 11680.2
99
Dam and Allied Works - Item Unit Rates 2014-15
Total cost for Rate per
IRR-DAW-6-6
100.00 sqm (A+B+C+D)/100
sqm
Rs: 95110.20 Rs: 951.10
Providing and constructing 45 cm thick chimney filter using clean approved sand satisfying filter creteria including cost of all materials, machinery, labour, compacting etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
UNIT : Unit
Sand (Un-Screened)
Quantity
cum
105.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL
100 cum Rate Amount in Rs. in Rs 462.00 48510.00 0.00 Rs: 48510.00
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
Unit
work inspector mazdoor
Quantity
Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
370.00 295.00 Rs:
Amount in Rs 370.00 8850.00 9220.00
Rate in Rs. 1.00 30.00
92.20 0.14 12.90 105.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 48510.00 Rs: 0.00 Rs: 9220.00 Rs: 57730.00 Rs. 8082.2 Rs: 65812.20 Rs: 658.10
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100
IRR-DAW-6-7
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
Providing and constructing 90 cm thick transition cum filter media behind rockfill using approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter creteria in layers of 30 cm thickness each as per specifications including cost of all materials, machinery, labour, laying each layer to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5
UNIT : Unit
Sand (Un-Screened ) Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm down Total cost of Materials
cum cum cum cum cum
B. MACHINERY: Sl No Description 1
Quantity 34.00 30.60 3.40 25.50 8.50
Unit
Quantity
NIL
100 cum. Rate Amount in Rs. in Rs 462.00 15708.00 635.00 19431.00 1145.00 3893.00 1210.00 30855.00 875.00 7437.50 Rs: 77324.50
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2
work inspector mazdoor
Unit Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
370.00 295.00 Rs:
Amount in Rs 370.00 11800.00 12170.00
Rate in Rs. 1.00 40.00
121.70 0.14 17.00 138.70
ABSTRACT:
100
Dam and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 cum. Rate per cum. (A+B+C+D)/100
IRR-DAW-6-8
Rs: 77324.50 Rs: 0.00 Rs: 12170.00 Rs: 89494.50 Rs. 12529.23 Rs: 102023.73 Rs: 1020.20
Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
UNIT : Unit
Sand (Un-Screened ) Coarse aggregate 10 mm down Coarse aggregate 40-20 mm Stone chips Rough stones ( rubble ) 30 to 45 cm long Through stones 65 to 75 cm long Total cost of Materials
cum cum cum cum cum Nos
B. MACHINERY: Sl No Description 1
Quantity 15.30 15.30 15.30 9.00 57.60 44.00
Unit
Quantity
NIL
100 sqm Rate Amount in Rs. in Rs 462.00 7068.60 875.00 13387.50 1145.00 17518.50 340.00 3060.00 318.00 18316.80 59.00 2596.00 Rs: 61947.40
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2 3
Unit
work inspector Mason Class-II mazdoor
Quantity
Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
370.00 345.00 295.00 Rs:
Amount in Rs 370.00 3450.00 9735.00 13555.00
Rate in Rs. 1.00 10.00 33.00
135.60 0.14 19.00 154.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 61947.40 Rs: 0.00 Rs: 13555.00 Rs: 75502.40 Rs. 10570.34 Rs: 86072.74 Rs: 860.70
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 sqm Rate per sqm (A+B+C+D)/100
IRR-DAW-6-9
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 60 cm thick graded filter media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 20 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Sand (Un-Screened ) Coarse aggregate 10 mm down Coarse aggregate 40-20 mm Stone chips Rough stones ( rubble ) 30 to 45 cm long Through stones 65 to 75 cm long Total cost of Materials
B. MACHINERY: Sl No Description 1
NIL
UNIT : Unit
Quantity
cum cum cum cum cum Nos
Unit
20.40 20.40 20.40 9.00 57.60 44.00
Quantity
100 sqm Rate Amount in Rs. in Rs 462.00 9424.80 875.00 17850.00 1145.00 23358.00 340.00 3060.00 318.00 18316.80 59.00 2596.00 Rs: 74605.60
Rate in Rs. 0.00
0.00
Amount in Rs 0.00
101
Dam and Allied Works - Item Unit Rates 2014-15
0.00 Total hire charges of Machinery C. LABOUR: Sl No Description 1 2 3
Unit
work inspector Mason Class-II mazdoor
Quantity
Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1.00 10.00 39.00
370.00 345.00 295.00 Rs:
Amount in Rs 370.00 3450.00 11505.00 15325.00
153.30 0.14 21.50 174.80
Rs: 74605.60 Rs: 0.00 Rs: 15325.00 Rs: 89930.60 Rs. 12590.28 Rs: 102520.88 Rs: 1025.20
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 sqm Rate per sqm (A+B+C+D)/100
Providing and constructing 60 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5
UNIT : Unit
Sand (Un-Screened ) Coarse aggregate 10 mm down Coarse aggregate 40-20 mm Stone chips Rough stones ( rubble ) Total cost of Materials
1
Quantity
cum cum cum cum cum
B. MACHINERY: Sl No Description
15.30 15.30 15.30 9.00 60.00
Unit
Quantity
NIL
100 sqm. Rate Amount in Rs. in Rs 462.00 7068.60 875.00 13387.50 1145.00 17518.50 340.00 3060.00 318.00 19080.00 Rs: 60114.60
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2 3
Unit
work inspector Mason Class-II mazdoor
Quantity
Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
370.00 345.00 295.00 Rs:
Amount in Rs 370.00 1725.00 8260.00 10355.00
Rate in Rs. 1.00 5.00 28.00
103.60 0.14 14.50 118.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 60114.60 Rs: 0.00 Rs: 10355.00 Rs: 70469.60 Rs. 9865.74 Rs: 80335.34 Rs: 803.40
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 sqm. Rate per sqm. (A+B+C+D)/100
IRR-DAW-6-11
0.00 0.00
Rate in Rs.
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-DAW-6-10
0.00 Rs:
Providing and constructing 75 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips, etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
UNIT : Unit
Quantity
Rate
100 sqm Amount
102
Dam and Allied Works - Item Unit Rates 2014-15
in Rs. 1 2 3 4 5
Sand (Un-Screened ) Coarse aggregate 10 mm down Coarse aggregate 40-20 mm Stone chips Rough stones ( rubble )
cum cum cum cum cum Total cost of Materials
B. MACHINERY: Sl No Description 1
Unit
15.30 15.30 15.30 11.00 75.00
Quantity
NIL
462.00 875.00 1145.00 340.00 318.00 Rs:
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2 3
Unit
work inspector Mason Class-II mazdoor
Quantity
Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
370.00 345.00 295.00 Rs:
Amount in Rs 370.00 2070.00 8850.00 11290.00
112.90 0.14 15.80 128.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: 65564.60 Rs: 0.00 Rs: 11290.00 Rs: 76854.60 Rs. 10759.64 Rs: 87614.24 Rs: 876.10
Total 14%
D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 sqm Rate per sqm (A+B+C+D)/100
IRR-DAW-6-12
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
Rate in Rs. 1.00 6.00 30.00
in Rs 7068.60 13387.50 17518.50 3740.00 23850.00 65564.60
Providing and constructing 90 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5
UNIT : Unit
Sand (Un-Screened ) Coarse aggregate 10 mm down Coarse aggregate 40-20 mm Stone chips Rough stones ( rubble )
cum cum cum cum cum Total cost of Materials
B. MACHINERY: Sl No Description 1
Quantity
Unit
15.30 15.30 15.30 13.50 90.00
Quantity
NIL
100 sqm Rate Amount in Rs. in Rs 462.00 7068.60 875.00 13387.50 1145.00 17518.50 340.00 4590.00 318.00 28620.00 Rs: 71184.60
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description 1 2 3
work inspector Mason Class-II mazdoor
Unit Day Day Day
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
370.00 345.00 295.00 Rs:
Amount in Rs 370.00 2760.00 10030.00 13160.00
Rate in Rs. 1.00 8.00 34.00
131.60 0.14 18.40 150.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Total cost for 100.00 sqm Rate per sqm (A+B+C+D)/100
Total 14%
Rs: 71184.60 Rs: 0.00 Rs: 13160.00 Rs: 84344.60 Rs. 11808.24 Rs: 96152.84 Rs: 961.50
103
Dam and Allied Works - Item Unit Rates 2014-15
IRR-DAW-6-13
Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2
UNIT : Unit
Sand for filling Hariyala turfing sods Total cost of Materials
B. MACHINERY: Sl No Description 1
Quantity
cum sqm
Unit
2.00 100.00
Quantity
NIL
100 sqm. Rate Amount in Rs. in Rs 342.00 684.00 28.00 2800.00 Rs: 3484.00
Rate in Rs. 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description
Unit
1 2
Cartman with double bullock cart Day mazdoor Day Total cost of Labour labour component/unit qty 52.20 Add contractor's profit and overhead charges 0.14 7.30 labour component/unit qty (including contractor's profit) 59.50
Quantity
395.00 295.00 Rs:
Amount in Rs 790.00 4425.00 5215.00
Rate in Rs. 2.00 15.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D.Add for contractor's profit and overheads on (A+B+C) Lead Charges for 1 Km for FA 2.00 cum @ Total cost for 100.00 sqm. Rate per sqm. (A+B+C+D)/100
0.00 0.00 Rs:
Amount in Rs 0.00 0.00 0.00
Total 14% 31.5 Rs./Cum
Rs: 3484.00 Rs: 0.00 Rs: 5215.00 Rs: 8699.00 Rs. 1217.86 63 Rs: 9979.86 Rs: 99.80
104
Tunnel and Allied Works - Item Unit Rates 2014-15
Chapter - II TUNNEL AND ALLIED WORKS - Standard Data
(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) FOR THE YEAR :2014-15 Index- code TUNNEL AND ALLIED WORKS - DATA RATES IRR-TAW
Directions to add Seigniorage Charges and Additional Lead Charges Seigniorage Charges: 1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable. 2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself) 3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate Additional Lead and Lift Charges: 1. Unless otherwise specified the basic rates are inclusive of all lifts. 2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again Example: Total lead for sand from approved sand quarry : 15 Km Initial lead included in the basic rate in the SR : 1 Km Additional lead charges : Lead charges for 5 km Rs. 84.10 Lead charges for next 10 km Rs. 126 Total lead charges for 15 km /cum Rs. 210.10 Less 1 km initial lead charges /cum Rs. 31.50 (-) Net additional lead charges / cum Rs. 178.60
3. The Leads for Steel and Cement shall be from the nearest market place to the Project area 4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above) Example: Total lead for earth from approved borrow area : 15 Km Initial lead included in the basic rate in the SR : 1 Km Additional lead charges : Lead charges for 5 km Rs. 84.10 Lead charges for next 10 km Rs. 126 Total lead charges for 15 km /cum Rs. 210.10 Less 1 km initial lead charges /cum Rs. 31.50 (-) Net additional lead charges / cum Rs. 178.60 5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges TAW -Work Items IRR-TAW-1
EXCAVATION :
IRR-TAW-1-1 Excavation for adit by tunnelling methods in all types of rock including cost of all materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside adit upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1km and all lifts.
105
Tunnel and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Particulars
Unit
Small dia explosive Delay detonators Electric detonators Detonating fuse coil Use rate of drill rod 2.5 m long Reconditioning charges @ Use rate of air hose Use rate of water hose Sundries( paint / template etc ) Total cost of Materials
kg Nos Nos Rm Rm 10% Hour Hour LS
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8 9
Description
Unit
Drilling jumbo Fuel / Energy charges Air compressor 15 cmm ( ele ) Fuel / Energy charges Jack hammer ( 4 x 5 hrs ) Fuel / Energy charges Pusher leg Fuel / Energy charges Convey mucker Fuel / Energy charges Dumper ( 1 x 6.5 hrs ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Ventilation fans 20 hp Fuel / Energy charges Sundries(explosive van / magazine ) Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11
UNIT :
Description
Crew for Drilling jumbo Crew for Air compressor Crew for Jack hammer Crew for Convey mucker Crew for Dumper Crew for Pump Crew for ventilation fans Surveyor Foreman Fitter / Mechanic Blaster ( Licensed )
Unit Hour Hour Hour Hour Hour Hour Hour Day Day Day Day
Quantity
38.50 cum
40.00 54.00 5.00 50.00 119.00
70.00 23.00 13.00 11.00 41.69
20.00 20.00 2.00
5.47 6.84 41.00 Rs:
Amount in Rs. 2800.00 1242.00 65.00 550.00 4961.51 496.15 109.38 136.88 82.00 10442.91
Rate in Rs. 368.40 46.00 138.80 951.20 19.80 0.00 12.70 0.00 822.80 264.80 580.70 429.70 6.70 76.10 11.50 152.20 41.00 Rs:
Amount in Rs. 2947.20 368.00 694.00 4756.00 396.00 0.00 254.00 0.00 5348.20 1721.20 3774.55 2793.05 33.50 380.50 11.50 152.20 82.00 23711.90
Rate in Rs. 151.80 151.80 284.70 151.80 195.90 72.10 24.90 550.00 440.00 385.00 440.00
Amount in Rs. 1214.40 759.00 5694.00 986.70 1273.35 360.50 24.90 275.00 440.00 770.00 440.00
Quantity 8.00 8.00 5.00 5.00 20.00 20.00 20.00 20.00 6.50 6.50 6.50 6.50 5.00 5.00 1.00 1.00 2.00
Quantity 8.00 5.00 20.00 6.50 6.50 5.00 1.00 0.50 1.00 2.00 1.00
Rate in Rs.
106
Tunnel and Allied Works - Item Unit Rates 2014-15
12 13 14 15 16
Helper blasting Hammerman work inspector 1 in each shift Khalasi for mucking shift 4 Nos mazdoor for mucking shift 4 Nos for other 2 shifts 1 No each shift for cleaning & miscellaneous Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Day Day Day Day
2.00 2.00 3.00 4.00
345.00 345.00 370.00 385.00
690.00 690.00 1110.00 1540.00
Day Day Day
4.00 2.00 2.00
295.00 295.00 295.00 Rs:
1180.00 590.00 590.00 18627.85
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
10442.91 23711.90 18627.85 52782.66 527.83 2375.22 844.52 1319.57 57849.79
Rs: Rs: Rs:
8098.97 65948.76 1713.00
483.80 0.14 67.70 551.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 38.50 cum Rate per cum (A+B+C+D)/38.50
14%
IRR-TAW-1-2 Excavation for vertical / inclined shaft in all types of soft / hard rock including cost of all materials, machinery, labour, shoring, strutting, scaling excavated surface, ventilation, lighting, drainage, removing and hauling excavated muck outside shaft upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8 9 10
Particulars
Unit
Small dia explosive Electric detonator Detonating fuse coil Use rate of drill rod 1.6 m long Reconditioning charges @ Use rate of air hose Use rate of water hose Use rate of rail track Use rate of mucking bucket Sundries( paint / template etc ) Total cost of Materials
kg Nos Rm Rm 10% Hour Hour Shift Hour LS
B. MACHINERY: Sl No 1 2 3 4 5 6 7
UNIT :
Description
Unit
Air compressor 15 cmm ( ele ) Fuel / Energy charges Jack hammer ( 4 x 4 hrs ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Pump 20 hp electric Fuel / Energy charges Winch 35 hp electric Fuel / Energy charges Tipping tub 1.5 cum Fuel / Energy charges Sundries(explosive van / magazine ) Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Quantity
30.00 cum
32.00 65.00 50.00 95.00
70.00 13.00 11.00 26.85
18.00 16.00 3.00 24.00 2.00
21.88 27.38 127.46 24.19 41.00 Rs:
Amount in Rs. 2240.00 845.00 550.00 2551.07 255.11 393.75 438.00 382.39 580.54 82.00 8317.85
Rate in Rs. 138.80 951.20 19.80 0.00 6.70 76.10 12.30 152.20 129.40 186.40 64.20 0.00 41.00 Rs:
Amount in Rs. 624.60 4280.40 316.80 0.00 26.80 304.40 24.60 304.40 3623.20 5219.20 1540.80 0.00 82.00 16347.20
Quantity 4.50 4.50 16.00 16.00 4.00 4.00 2.00 2.00 28.00 28.00 24.00 24.00 2.00
Rate in Rs.
107
Tunnel and Allied Works - Item Unit Rates 2014-15
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Crew for Air compressor Crew for Jack hammer Crew for Pump 10 hp Crew for Pump 20 hp Crew for Winch Surveyor Foreman Fitter / Mechanic Blaster ( Licensed ) Helper blasting Hammerman 1 No. in each shift work inspector 1 in each shift Khalasi for mucking 2 Nos in each shift mazdoor for mucking 8 Nos in each shift for other 2 shifts 1 No / shift for cleaning & miscellaneous Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity
Hour Hour Hour Hour Hour Day Day Day Day Day Day Day Day
4.50 16.00 4.00 2.00 28.00 0.50 4.00 2.00 1.00 2.00 3.00 4.00 6.00
Day Day Day
24.00 2.00 2.00
Rate in Rs. 151.80 284.70 72.10 72.10 227.80 550.00 440.00 385.00 440.00 345.00 345.00 370.00 385.00
Amount in Rs. 683.10 4555.20 288.40 144.20 6378.40 275.00 1760.00 770.00 440.00 690.00 1035.00 1480.00 2310.00
295.00 295.00 295.00 Rs:
7080.00 590.00 590.00 29069.30
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
8317.85 16347.20 29069.30 53734.35 537.34 2418.05 859.75 1343.36 58892.85
Rs: Rs: Rs:
8245.00 67137.85 2237.90
969.00 0.14 135.70 1104.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 30.00 cum Rate per cum (A+B+C+D)/30.0
14%
IRR-TAW-1-3 Excavation for tunnel by tunnelling methods in rock not requiring supports including cost of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. DATA:
DATA:
Size of tunnel assumed ( finished section ) Shape of tunnel assumed for excavation Height of tunnel assumed ( finished section ) Length of tunnel assumed Thickness of CC lining Pay-line margin assumed Diameter of tunnel upto pay line for excavation Distance of dump yard from face Haulage of excavated muck
RATE ANALYSIS
: : : : : : : :within :
UNIT :
4.50 m dia D - shape 4.50 1000 0.30 0.20 5.50 500
m m m m m m
By dumpers
48.60 cum
108
Tunnel and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Particulars
Unit
Small dia explosive Delay detonators Electric detonators Detonating fuse coil Use rate of drill rod 2.5 m long Reconditioning charges @ Use rate of air hose Use rate of water hose Sundries( paint / template etc ) Total cost of Materials
kg Nos Nos Rm Rm 10% Hour Hour LS
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8 9
Description
Unit
Drilling jumbo Fuel / Energy charges Air compressor 15 cmm ( ele ) Fuel / Energy charges Jack hammer ( 4 x 6.5 hrs ) Fuel / Energy charges Pusher leg Fuel / Energy charges Convey mucker Fuel / Energy charges Dumper ( 2 x 6 hrs ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Ventilation fans 20 hp Fuel / Energy charges Sundries(explosive van / magazine ) Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Crew for Drilling jumbo Crew for Air compressor Crew for Jack hammer Crew for Convey mucker Crew for Dumper Crew for Pump Crew for ventilation fans Surveyor Foreman Fitter / Mechanic Blaster ( Licensed ) Helper blasting Hammerman work inspector 1 in each shift Khalasi for mucking shift 4 Nos mazdoor for mucking shift 8 Nos for other 2 shifts 1 No each shift for cleaning & miscellaneous Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 54.00 68.00 10.00 50.00 150.00
70.00 23.00 13.00 11.00 41.69
24.00 24.00 2.00
5.47 6.84 41.00 Rs:
Amount in Rs. 3780.00 1564.00 130.00 550.00 6254.00 625.40 131.25 164.25 82.00 13280.90
Rate in Rs. 368.40 46.00 138.80 951.20 19.80 0.00 12.70 0.00 822.80 264.80 580.70 429.70 6.70 76.10 11.50 152.20 41.00 Rs:
Amount in Rs. 3684.00 460.00 902.20 6182.80 514.80 0.00 330.20 0.00 4936.80 1588.80 6968.40 5156.40 43.55 494.65 23.00 304.40 82.00 31672.00
Rate in Rs. 151.80 151.80 284.70 151.80 195.90 72.10 24.90 550.00 440.00 385.00 440.00 345.00 345.00 370.00 385.00
Amount in Rs. 1518.00 986.70 7402.20 910.80 2350.80 468.65 49.80 275.00 440.00 770.00 440.00 690.00 690.00 1110.00 1540.00
295.00 295.00 295.00 Rs:
2360.00 590.00 590.00 23181.95
Rs: Rs: Rs: Rs: Rs:
13280.90 31672.00 23181.95 68134.85 681.35
Quantity 10.00 10.00 6.50 6.50 26.00 26.00 26.00 26.00 6.00 6.00 12.00 12.00 6.50 6.50 2.00 2.00 2.00
Quantity
Hour Hour Hour Hour Hour Hour Hour Day Day Day Day Day Day Day Day
10.00 6.50 26.00 6.00 12.00 6.50 2.00 0.50 1.00 2.00 1.00 2.00 2.00 3.00 4.00
Day Day Day
8.00 2.00 2.00
Rate in Rs.
477.00 0.14 66.80 543.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @
1.00%
109
Tunnel and Allied Works - Item Unit Rates 2014-15
Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 48.60 cum Rate per cum (A+B+C+D)/48.60
14%
Rs: Rs: Rs: Rs:
3066.07 1090.16 1703.37 74675.80
Rs: Rs: Rs:
10454.61 85130.41 1751.70
IRR-TAW-1-4 Excavation for tunnel by tunnelling methods including excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Particulars
Unit
Small dia explosive Delay detonators Electric detonators Detonating fuse coil Use rate of drill rod 2.5 m long Reconditioning charges @ Use rate of air hose Use rate of water hose Sundries( paint / template etc ) Total cost of Materials
kg Nos Nos Rm Rm 10% Hour Hour LS
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8 9
Description
Unit
Drilling jumbo Fuel / Energy charges Air compressor 15 cmm ( ele ) Fuel / Energy charges Jack hammer ( 4 x 6 hrs ) Fuel / Energy charges Pusher leg Fuel / Energy charges Convey mucker Fuel / Energy charges Dumper ( 2 x 6 hrs ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Ventilation fans 20 hp Fuel / Energy charges Sundries(explosive van / magazine ) Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11 12
UNIT :
Description
Crew for Drilling jumbo Crew for Air compressor Crew for Jack hammer Crew for Convey mucker Crew for Dumper Crew for Pump Crew for ventilation fans Surveyor Foreman Fitter / Mechanic Blaster ( Licensed ) Helper blasting
Unit Hour Hour Hour Hour Hour Hour Hour Day Day Day Day Day
Quantity
46.00 cum
41.00 77.00 10.00 50.00 144.00
70.00 23.00 13.00 11.00 41.69
24.00 24.00 2.00
5.47 6.84 41.00 Rs:
Amount in Rs. 2870.00 1771.00 130.00 550.00 6003.84 600.38 131.25 164.25 82.00 12302.72
Rate in Rs. 368.40 46.00 138.80 951.20 19.80 0.00 12.70 0.00 822.80 264.80 580.70 429.70 6.70 76.10 11.50 152.20 41.00 Rs:
Amount in Rs. 4052.40 506.00 832.80 5707.20 475.20 0.00 304.80 0.00 4936.80 1588.80 6968.40 5156.40 40.20 456.60 23.00 304.40 82.00 31435.00
Rate in Rs. 151.80 151.80 284.70 151.80 195.90 72.10 24.90 550.00 440.00 385.00 440.00 345.00
Amount in Rs. 1669.80 910.80 6832.80 910.80 2350.80 432.60 49.80 275.00 440.00 770.00 440.00 690.00
Quantity 11.00 11.00 6.00 6.00 24.00 24.00 24.00 24.00 6.00 6.00 12.00 12.00 6.00 6.00 2.00 2.00 2.00
Quantity 11.00 6.00 24.00 6.00 12.00 6.00 2.00 0.50 1.00 2.00 1.00 2.00
Rate in Rs.
110
Tunnel and Allied Works - Item Unit Rates 2014-15
13 14 15 16
Hammerman 2 Nos work inspector 1 in each shift Khalasi for mucking shift 4 Nos mazdoor for mucking shift 8 Nos for other 2 shifts 1 No each shift for cleaning & miscellaneous Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Day Day Day
2.00 3.00 4.00
345.00 370.00 385.00
690.00 1110.00 1540.00
Day Day Day
8.00 2.00 2.00
295.00 295.00 295.00 Rs:
2360.00 590.00 590.00 22652.40
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
12302.72 31435.00 22652.40 66390.12 663.90 2987.56 1062.24 1659.75 72763.58
Rs: Rs: Rs:
10186.90 82950.48 1803.30
492.40 0.14 68.90 561.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 46.00 cum Rate per cum (A+B+C+D)/46.0
14%
IRR-TAW-1-5 Excavation for tunnel by heading and benching tunnelling methods including excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) for roof before benching including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage removing and hauling excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Particulars
Unit
Small dia explosive Delay detonators Electric detonator Detonating fuse coil Use rate of drill rod 2.5 m long Reconditioning charges @ Use rate of air hose Use rate of water hose Sundries( paint / template etc ) Total cost of Materials
kg Nos Nos Rm Rm 10% Hour Hour LS
B. MACHINERY: Sl No 1 2
UNIT :
Description
Drilling jumbo Fuel / Energy charges Air compressor 15 cmm ( ele )
Unit Hour Hour Hour
Quantity
50.00 cum
44.00 84.00 10.00 50.00 157.00
70.00 23.00 13.00 11.00 41.69
26.00 26.00 2.00
5.47 6.84 41.00 Rs:
Amount in Rs. 3080.00 1932.00 130.00 550.00 6545.85 654.59 142.19 177.94 82.00 13294.56
Rate in Rs. 368.40 46.00 138.80
Amount in Rs. 4420.80 552.00 902.20
Quantity 12.00 12.00 6.50
Rate in Rs.
111
Tunnel and Allied Works - Item Unit Rates 2014-15
3 4 5 6 7 8 9
Fuel / Energy charges Jack hammer ( 4 x 6.5 hrs ) Fuel / Energy charges Pusher leg Fuel / Energy charges Convey mucker Fuel / Energy charges Dumper ( 2 x 6.5 hrs ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Ventilation fans 20 hp Fuel / Energy charges Sundries(explosive van / magazine ) Total hire charges of Machinery
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Crew for Drilling jumbo Crew for Air compressor Crew for Jack hammer Crew for Convey mucker Crew for Dumper Crew for Pump Crew for Ventilation fan Surveyor Foreman Fitter / Mechanic Blaster ( Licensed ) Helper blasting Hammerman 2 Nos work inspector 1 in each shift Khalasi for pushing muck in heading portion for mucking shift 4 Nos 16 mazdoor for mucking shift 8 Nos for other 2 shifts 1 No each shift for cleaning &miscellaneous Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
6.50 26.00 26.00 26.00 26.00 6.50 6.50 13.00 13.00 6.50 6.50 3.00 3.00 2.00
Quantity
951.20 19.80 0.00 12.70 0.00 822.80 264.80 580.70 429.70 6.70 76.10 11.50 152.20 41.00 Rs:
6182.80 514.80 0.00 330.20 0.00 5348.20 1721.20 7549.10 5586.10 43.55 494.65 34.50 456.60 82.00 34218.70
Amount in Rs. 1821.60 986.70 7402.20 986.70 2546.70 468.65 74.70 275.00 440.00 770.00 880.00 1380.00 690.00 1110.00
Hour Hour Hour Hour Hour Hour Hour Day Day Day Day Day Day Day
12.00 6.50 26.00 6.50 13.00 6.50 3.00 0.50 1.00 2.00 2.00 4.00 2.00 3.00
Rate in Rs. 151.80 151.80 284.70 151.80 195.90 72.10 24.90 550.00 440.00 385.00 440.00 345.00 345.00 370.00
Day Day
4.00 4.00
385.00 385.00
1540.00 1540.00
Day Day Day
8.00 2.00 2.00
295.00 295.00 295.00 Rs:
2360.00 590.00 590.00 26452.25
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
13294.56 34218.70 26452.25 73965.51 739.66 3328.45 1183.45 1849.14 81066.20
Rs: Rs: Rs:
11349.27 92415.47 1848.30
529.00 0.14 74.10 603.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 50.00 cum Rate per cum (A+B+C+D)/50.0 NOTE:
14%
Where mucking is to be carried out through shaft using winch and mucking tub system increase the basic rates for items IRR-TAW-1-3, IRR-TAW-1-4 & IRR-TAW-1-5 by 8 percent.
IRR-TAW-1-6 Removing and hauling muck overfallen due to natural causes such as geological faults etc., out of tunnel including breaking large fragments by blasting if necessary and disposing off the same in specified dump area or as directed including cost of all materials, machinery, labour, ventilation, drainage, lighting and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
112
Tunnel and Allied Works - Item Unit Rates 2014-15
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
Particulars
Unit
Use rate of drill rod Reconditioning charges @ Explosive small dia. Detonator ( ele ) Detonating fuse coil Use rate of air hose Use rate of water hose Sundries Total cost of Materials
Rm 10% kg Nos. Rm Hour Hour LS
B. MACHINERY: Sl No 1 2 3 4 5 6
UNIT :
Description
Unit
Air compressor 15 cmm ( ele ) Fuel / Energy charges Jack hammer Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Convey mucker Fuel / Energy charges Dumper 4.5 cum Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8
Crew for Air compressor Crew for Jack hammer Crew for Pump Crew for Convey mucker Crew for Dumper Blaster ( Licensed ) Helper blasting mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 15.00
26.85
8.00 30.00 20.00 4.00 4.00 1.00
70.00 13.00 11.00 5.47 6.84 41.00 Rs:
Amount in Rs. 402.80 40.28 560.00 390.00 220.00 21.88 27.38 41.00 1703.33
Rate in Rs. 138.80 951.20 19.80 0.00 6.70 76.10 822.80 264.80 580.70 429.70 41.00 Rs:
Amount in Rs. 138.80 951.20 79.20 0.00 6.70 76.10 4936.80 1588.80 6968.40 5156.40 41.00 19943.40
Rate in Rs. 151.80 284.70 72.10 151.80 195.90 440.00 345.00 295.00 Rs:
Amount in Rs. 151.80 1138.80 72.10 910.80 2350.80 220.00 172.50 2360.00 7376.80
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
1703.33 19943.40 7376.80 29023.53 290.24 1306.06 464.38 725.59 31809.79
Rs: Rs: Rs:
4453.37 36263.16 362.60
Quantity 1.00 1.00 4.00 4.00 1.00 1.00 6.00 6.00 12.00 12.00 1.00
Quantity
Hour Hour Hour Hour Hour Day Day Day
100.00 cum
1.00 4.00 1.00 6.00 12.00 0.50 0.50 8.00
Rate in Rs.
73.80 0.14 10.30 84.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 100.00 cum Rate per cum (A+B+C+D)/100.0
14%
IRR_TAW-2 DEWATERING & GUNITING WORKS : IRR-TAW-2-1 Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all materials, machinery, labour, drainage, lighting, ventilation and all other ancillary operations etc., complete.
113
Tunnel and Allied Works - Item Unit Rates 2014-15
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
Unit
Use rate of G.I.pipe 100 mm dia Sundries Total cost of Materials
Hour LS
B. MACHINERY: Sl No 1 2 3
UNIT :
Description
Unit
Electric pump 20 hp Fuel / Energy charges Sundries(Starter/Switches ete) Total hire charges of Machinery
Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3
Crew charges for Pump Laying & dismantling pipe mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity
15.00 Kwhr Rate in Rs. 4.67 41.00 Rs:
Amount in Rs. 4.67 4.10 8.77
12.30 152.20 41.00 Rs:
Amount in Rs. 12.30 152.20 4.10 168.60
1.00 0.10
Quantity
Rate in Rs.
1.00 1.00 0.10
Quantity
Hour LS Day
Rate in Rs.
1.00 0.05 0.10
72.10 41.00 295.00 Rs:
Amount in Rs. 72.10 2.05 29.50 103.65
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
8.77 168.60 103.65 281.02 2.81 12.65 4.50 7.03 307.99
Rs: Rs: Rs:
43.12 351.11 23.40
6.90 0.14 1.00 7.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other 14% percentages) Total cost for 15.00 Kwhr (A+B+C+D)/15.0 Rate per Kwhr
IRR-TAW-2-2 Providing 25 mm thick guniting to sides and arch of tunnel in cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement Sand (Screened) Use rate of grout hose 20 m Use rate of water hose 20 m Use rate of guniting nozzle Sundries Total cost of Materials
kg cum Hour Hour Hour LS
B. MACHINERY: Sl No 1 2 3
UNIT :
Description
Guniting equipment Fuel / Energy charges Air compressor 8.5 cmm ( ele ) Fuel / Energy charges Pump 10 hp ( ele )
Unit Hour Hour Hour Hour Hour
Quantity 600.00 1.10 8.00 8.00 8.00 2.00
Quantity 8.00 8.00 8.00 8.00 1.00
36.00 sqm Rate in Rs. 4.00 606.00 5.47 6.84 3.50 41.00 Rs:
Amount in Rs. 2400.00 666.60 43.75 54.75 28.00 82.00 3275.10
Rate in Rs. 110.10 0.00 170.80 428.00 6.70
Amount in Rs. 880.80 0.00 1366.40 3424.00 6.70
114
Tunnel and Allied Works - Item Unit Rates 2014-15
4 5
Fuel / Energy charges Drilling jumbo Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
Hour Hour Hour LS
Description
Unit
1 2 3 4 5 6
Crew for Guniting equipment Crew for Air compressor Crew for pump Crew for Drilling jumbo Mason Cl I mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Hour Hour Hour Hour Day Day
1.00 4.00 4.00 2.00
76.10 368.40 46.00 41.00 Rs:
76.10 1473.60 184.00 82.00 7493.60
Rate in Rs. 189.80 142.40 72.10 151.80 385.00 295.00 Rs:
Amount in Rs. 1518.40 1139.20 72.10 607.20 385.00 1770.00 5491.90
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
3275.10 7493.60 5491.90 16260.60 162.61 731.73 260.17 406.52 17821.62
14% Rs: cum @ 31.5 Rs./Cum
2495.03 34.65
Quantity 8.00 8.00 1.00 4.00 1.00 6.00 152.60 0.14 21.40 174.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Lead Charges for 1 Km for FA 1.10 Lead Charges for 1Km for Cement (including Loading and Unloading Charges) Total cost for Rate per sqm
0.60
tonne @ 36.00 sqm (A+B+C+D)/36.0
124.6 Rs./Tonne Rs: Rs:
74.76 20426.05 567.40
IRR-TAW-2-3 Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh (new4 - 201112)
100 x 100x5 mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts, centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as per specification and as directed by Engineer-in-Charge
Data
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Cement Sand (Screened) Coarse aggregate 10-4.75 mm size Use rate of grout hose 20 m Use rate of water hose 20 m Use rate of guniting nozzle Welded steel wire fabric 100 x 100 x 5 mm Sundries Total cost of Materials
B. MACHINERY: Sl No 1 2 3
Particulars
Description
Guniting equipment Fuel / Energy charges Air compressor 8.5 cmm ( ele ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges
UNIT : Unit kg cum cum Hour Hour Hour kg LS
Unit Hour Hour Hour Hour Hour Hour
Quantity 1548.00 2.41 1.03 8.00 8.00 8.00 108.00 2.00
Quantity 8.00 8.00 8.00 8.00 1.00 1.00
36.00 sqm Rate in Rs. 4.00 606.00 875.00 5.47 6.84 3.50 155.00 41.00 Rs:
Amount in Rs. 6192.00 1460.46 901.25 43.75 54.75 28.00 16740.00 82.00 25502.21
Rate in Rs. 110.10 0.00 170.80 428.00 6.70 76.10
Amount in Rs. 880.80 0.00 1366.40 3424.00 6.70 76.10
115
Tunnel and Allied Works - Item Unit Rates 2014-15
4 5
Drilling jumbo Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
Description
1 2 3 4 5 6
Crew for Guniting equipment Crew for Air compressor Crew for pump Crew for Drilling jumbo Mason Cl I mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Hour Hour LS
Unit Hour Hour Hour Hour Day Day
4.00 4.00 2.00
Quantity 8.00 8.00 1.00 4.00 1.00 6.00
368.40 46.00 41.00 Rs:
1473.60 184.00 82.00 7493.60
Rate in Rs. 189.80 142.40 72.10 151.80 385.00 295.00 Rs:
Amount in Rs. 1518.40 1139.20 72.10 607.20 385.00 1770.00 5491.90
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
25502.21 7493.60 5491.90 38487.71 384.88 1731.95 615.80 962.19 42182.53
152.60 0.14 21.40 174.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other 14% Rs: percentages) Lead Charges for 1 Km for FA 2.41 cum @ 31.5 Rs./Cum Lead Charges for 1 Km for CA 1.03 cum @ 30.4 Rs./Cum Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 1.55 tonne @ 124.6 Rs./Tonne Total cost for 36.00 sqm Rs: Rate per sqm (A+B+C+D)/36.0 Rs:
5905.55 75.915 31.312 192.8808 48388.19 1344.10
IRR_TAW-3 TEMPORARY & PERMANENT SUPPORTS : IRR-TAW-3-1 Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
Particulars
Unit
Rein.Steel with 5 % wastage Steel plate for washers Steel plate for wedges M S Nuts for bolts Use rate of drill rod Reconditioning charges @ Use rate of air hose 4 Nos Use rate of water hose 4 Nos Sundries ( gas for cutting / heating etc ) Total cost of Materials
kg kg kg kg Rm 10% Hour Hour LS
B. MACHINERY: Sl No 1 2
UNIT :
Description
Air compressor 15 cmm ( ele ) Fuel / Energy charges Pump 10 hp ( ele )
Unit Hour Hour Hour
Quantity
20.00 Rm
86.91 65.94 6.18 4.00 20.00
46.50 46.00 46.00 90.00 41.69
6.00 6.00 5.00
5.47 6.84 41.00 Rs:
Amount in Rs. 4041.49 3033.24 284.37 360.00 833.87 83.39 32.81 41.06 205.00 8915.22
Rate in Rs. 138.80 951.20 6.70
Amount in Rs. 208.20 1426.80 6.70
Quantity 1.50 1.50 1.00
Rate in Rs.
116
Tunnel and Allied Works - Item Unit Rates 2014-15
3 4 5 6
Fuel / Energy charges Jack hammer Fuel / Energy charges Pusher leg Fuel / Energy charges Drilling jumbo Fuel / Energy charges Sundries ( lathe, blower etc ) Total hire charges of Machinery
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8 9 10 11
Crew for Air compressor Crew for pump Crew for Jack hammer Crew for Drilling jumbo Fitter Gas cutter Turner Blacksmith Khalasi ( 2 x 0.5 ) Hammerman mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Hour Hour Hour Hour Hour Hour Hour LS
Unit Hour Hour Hour Hour Day Day Day Day Day Day Day
1.00 6.00 6.00 6.00 6.00 4.00 4.00 5.00
Quantity 1.50 1.00 6.00 4.00 0.50 1.00 1.00 1.00 1.00 0.50 2.00
76.10 19.80 0.00 12.70 0.00 368.40 46.00 41.00 Rs:
76.10 118.80 0.00 76.20 0.00 1473.60 184.00 205.00 3775.40
Rate in Rs. 151.80 72.10 284.70 151.80 385.00 385.00 440.00 385.00 385.00 345.00 295.00 Rs:
Amount in Rs. 227.70 72.10 1708.20 607.20 192.50 385.00 440.00 385.00 385.00 172.50 590.00 5165.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
8915.22 3775.40 5165.20 17855.82 178.56 803.51 285.69 446.40 19569.98
258.30 0.14 36.20 294.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other 14% Rs: percentages) Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 0.16 tonne @ 145.6 Rs./Tonne Total cost for 20.00 Rm Rs: Rate per Rm (A+B+C+D)/20.0 Rs:
2739.80 23.155587 22332.94 1116.60
IRR-TAW-3-2 Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsule anchorage including drilling 35 mm dia holes, inserting grout capsule, driving bolt,fixing 10 mm thick plate washers and nuts and tightening the same by torque wrench after hardening of cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
UNIT :
Particulars
Unit
Rein.Steel with 5 % wastage Steel plate for washers Resin bond cement grout capsule M S Nuts for bolts Use rate of drill rod Reconditioning charges @ Use rate of air hose 4 Nos Use rate of water hose 4 Nos Sundries(gas for cutting etc) Total cost of Materials
kg kg Nos. kg Rm 10% Hour Hour LS
Quantity
20.00 Rm Rate in Rs.
86.91 65.94 2.00 4.00 20.00
46.50 46.00 46.00 90.00 41.69
6.00 6.00 3.00
5.47 6.84 41.00 Rs:
Amount in Rs. 4041.49 3033.24 92.00 360.00 833.87 83.39 32.81 41.06 123.00 8640.86
117
Tunnel and Allied Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No 1 2 3 4 5 6
Description
Unit
Air compressor 15 cmm ( ele ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Jack hammer Fuel / Energy charges Pusher leg Fuel / Energy charges Drilling jumbo Fuel / Energy charges Sundries ( lathe, etc ) Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7 8 9 10
Crew for Air compressor Crew for pump Crew for Jack hammer Crew for Drilling jumbo Fitter Gas cutter Turner Khalasi ( 2 x 0.5 ) Hammerman mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit Hour Hour Hour Hour Day Day Day Day Day Day
Quantity 1.50 1.50 1.00 1.00 6.00 6.00 6.00 6.00 4.00 4.00 3.00
Quantity 1.50 1.00 6.00 4.00 0.50 1.00 1.00 1.00 0.50 2.00
Rate in Rs. 138.80 951.20 6.70 76.10 19.80 0.00 12.70 0.00 368.40 46.00 41.00 Rs:
Amount in Rs. 208.20 1426.80 6.70 76.10 118.80 0.00 76.20 0.00 1473.60 184.00 123.00 3693.40
Rate in Rs. 151.80 72.10 284.70 151.80 345.00 385.00 440.00 385.00 345.00 295.00 Rs:
Amount in Rs. 227.70 72.10 1708.20 607.20 172.50 385.00 440.00 385.00 172.50 590.00 4760.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
8640.86 3693.40 4760.20 17094.46 170.94 769.25 273.51 427.36 18735.53
238.00 0.14 33.30 271.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other 14% Rs: percentages) Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 0.15 tonne @ 145.6 Rs./Tonne Total cost for 20.00 Rm Rs: Rate per Rm (A+B+C+D)/20.0 Rs:
2622.97 22.255506 21380.75 1069.00
IRR-TAW-3-3 Providing, fabricating and fixing in position permanent structural steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.
Data
RATE ANALYSIS
UNIT :
1.00 tonne
A. MATERIALS:
118
Tunnel and Allied Works - Item Unit Rates 2014-15
Sl No
Particulars
Unit
1 2 3 4
Structural steel beams Structural steel plates Steel bars for tie rods & anchors For cutting sections: Oxygen gas @ 2.4 cum / t Acetylene gas @ 0.8 cum / t For welding sections: Electrodes 4 x 300 mm @ 125 Nos / t For field connections: M.S.Bolts / Nuts & Washers Sundries Total cost of Materials
kg kg kg
5 6 7
B. MACHINERY: Sl No 1 2 3 4
760.00 115.00 150.00
45.00 46.00 46.50
Amount in Rs. 34200.00 5290.00 6975.00
cum cum
2.40 0.80
52.00 320.00
124.80 256.00
Nos.
125.00
11.00
1375.00
kg LS
50.00 5.00
90.00 41.00 Rs:
4500.00 205.00 52925.80
42.60 114.10 16.00 91.30 368.40 46.00 41.00 Rs:
Amount in Rs. 340.80 912.80 256.00 1460.80 4420.80 552.00 1230.00 9173.20
Amount in Rs. 1821.60 911.20
Description
Unit
Bending machine Fuel / Energy charges Welding set Fuel / Energy charges Drilling Jumbo Fuel / Energy charges Sundries ( lathe / drilling / grinder ) Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3
Crew for Drilling Jumbo Crew fir Bending machine For cutting & preparing sections: Structural steel Marker Gas cutter Fitter Turner / Driller Khalasi Helper fabrication 4 For welding sections: Welder Helper fabrication Khalasi 5 For erection of supports: Foreman Structural steel Erector Helper erector Khalasi Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity
Quantity
Rate in Rs.
Rate in Rs.
8.00 8.00 16.00 16.00 12.00 12.00 30.00
Quantity
Hour Hour
12.00 8.00
Rate in Rs. 151.80 113.90
Day Day Day Day Day Day
1.00 2.00 2.00 3.00 2.00 4.00
440.00 385.00 385.00 440.00 385.00 345.00
440.00 770.00 770.00 1320.00 770.00 1380.00
Day Day Day
2.00 2.00 2.00
385.00 345.00 385.00
770.00 690.00 770.00
Day Day Day Day
1.00 2.00 2.00 4.00
440.00 440.00 345.00 385.00 Rs:
440.00 880.00 690.00 1540.00 13962.80
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
52925.80 9173.20 13962.80 76061.80 760.62 3422.78 1216.99 1901.55 83363.73
Rs:
11670.92
13962.80 0.14 1954.80 15917.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 1.03 Total cost for
14% tonne @ 1.00 tonne
145.6 Rs./Tonne Rs:
149.24 95183.90
119
Tunnel and Allied Works - Item Unit Rates 2014-15
Rate per tonne
(A+B+C+D)/1.0
Rs:
95183.90
IRR-TAW-3-4 Providing, fabricating and fixing in position temperary structural steel supports as per details and dismantling the same before concreting including cost of all materials, machinery, labour, cutting, bending, welding, grinding, ventilation, lighting, drainage and all other ancillary operations etc.,complete with initial lead upto 1 km and all lifts.
DATA
RATE ANALYSIS A. MATERIALS (for 20 uses): Sl No Particulars 1 2 3 4
Structural steel beams Structural steel plates Tie rods & anchors For cutting sections: Oxygen gas @ 2.40 cum / t Acetylene @ 0.8 cum / t 5 For welding sections: Electrodes @ 125 Nos / t 6 For field connections: M.S.Bolts / Nuts / Washers 7 Sundries Total cost of Materials for 20 uses of supports Cost per use considering
B. MACHINERY (for fabrication): Sl No Description 1 2 3
Bending machine Fuel / Energy charges Welding set Fuel / Energy charges Sundries Total hire charges of Machinery Cost per use considering
B. MACHINERY (for erection and dismantling): Sl No Description 1 2
Drilling Jumbo Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR ( for fabrication ): Sl No Description 1 2
3
Crew for Bending machine For cutting & preparing sections: Structural steel Marker Gas cutter Fitter Turner / Driller Khalasi Helper fabrication For welding sections: Welder Helper fabrication Khalasi Total cost of Labour Cost per use considering
C. LABOUR ( for erection ): Sl No Description 1 2
Crew for Drilling jumbo For erection of supports:
UNIT : Unit
760.00 115.00 150.00
45.00 46.00 46.50
Amount in Rs. 34200.00 5290.00 6975.00
cum cum
2.40 0.80
52.00 320.00
124.80 256.00
Nos.
125.00
11.00
1375.00
kg LS
50.00 20.00
90.00 41.00 Rs: Rs:
4500.00 820.00 53540.80 2677.04
42.60 114.10 16.00 91.30 41.00 Rs: Rs:
Amount in Rs. 340.80 912.80 256.00 1460.80 1230.00 4200.40 210.02
Rate in Rs. 368.40 46.00 41.00 Rs:
Amount in Rs. 6631.20 828.00 410.00 7869.20
Amount in Rs. 911.20
kg kg kg
Quantity
1.00 tonne Rate in Rs.
20 uses
Unit
Quantity
Hour Hour Hour Hour LS
8.00 8.00 16.00 16.00 30.00 20 uses
Unit
Quantity
Hour Hour LS
Unit
18.00 18.00 10.00
Quantity
Rate in Rs.
Hour
8.00
Rate in Rs. 113.90
Day Day Day Day Day Day
1.00 2.00 2.00 3.00 2.00 4.00
440.00 385.00 385.00 440.00 385.00 345.00
440.00 770.00 770.00 1320.00 770.00 1380.00
Day Day Day
2.00 2.00 2.00
385.00 345.00 385.00 Rs: Rs:
770.00 690.00 770.00 8591.20 429.56
Rate in Rs. 151.80
Amount in Rs. 1214.40
20 uses
Unit Hour
Quantity 8.00
120
Tunnel and Allied Works - Item Unit Rates 2014-15
Foreman Structural steel Erector Helper erector Khalasi 3 For dismantling of supports: Foreman Structural steel Erector Helper erector Khalasi Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Day Day Day Day
1.00 2.00 2.00 4.00
440.00 440.00 345.00 385.00
440.00 880.00 690.00 1540.00
Day Day Day Day
0.50 1.00 1.00 2.00
440.00 440.00 345.00 385.00 Rs:
220.00 440.00 345.00 770.00 6539.40
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
2677.04 210.02 7869.20 429.56 6539.40 17725.22 177.25 797.63 283.60 443.13 19426.84
Rs:
2719.76
145.6 Rs./Tonne Rs: Rs:
149.24 22295.84 22295.80
6969.00 0.14 975.70 7944.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery for fabrication C. Hire charges of Machinery for erection and dismantling D. Cost of Labour for fabrication E. Cost of Labour for erection and dismantling Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages)
14%
Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 1.03 tonne @ Total cost for 1.00 tonne Rate per tonne (A+B+C+D)/1.0
IRR-TAW-3-5 Providing and fixing hard variety cut jungle wood for lagging / blocking locations in tunnel wherever required including cost of all materials, machinery, labour, fixing in position, lighting, ventilation, drainage etc complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
Cut jungle wood Sundries
UNIT : Unit cum LS
Quantity 1.05 2.00
Total cost of Materials B. MACHINERY: Sl No 1
Description
Unit
Drilling jumbo Fuel / Energy charges Total hire charges of Machinery
Hour Hour
C. LABOUR: Sl No
Description
1 2 3
Crew for Drilling jumbo Carpenter Cl II mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery
Unit Hour Day Day
Quantity 2.00 2.00
Quantity 2.00 1.00 2.00
1.00 cum Rate in Rs. 23000.00 41.00 Rs:
Amount in Rs. 24150.00 82.00 24232.00
Rate in Rs. 368.40 46.00 Rs:
Amount in Rs. 736.80 92.00 828.80
Rate in Rs. 151.80 345.00 295.00 Rs:
Amount in Rs. 303.60 345.00 590.00 1238.60
Rs: Rs:
24232.00 828.80
1238.60 0.14 173.40 1412.00
121
Tunnel and Allied Works - Item Unit Rates 2014-15
C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 1.00 cum Rate per cum (A+B+C+D)/1.0
14%
Rs: Rs: Rs: Rs: Rs: Rs: Rs:
1238.60 26299.40 262.99 1183.47 420.79 657.49 28824.14
Rs: Rs: Rs:
4035.38 32859.52 32859.50
IRR_TAW-4 MASONRY WORKS : IRR-TAW-4-1 Providing and constructing un-coursed rubble stone masonry with approved stones from tunnel excavated muck in cement mortar 1 : 6 proportion for backfilling over cuts / slips on tunnel sides due to geological faults etc., including cost of all materials, machinery, labour, cleaning,scaffolding, packing mortar, wedging stone chips, curing, ventilation, lighting, drainage complete with lead upto 1 km and all lifts. (cement content : 95 kg/cum of masonry, Rubble stones : 0.83 cum, Stone chips : 0.13 cum, FA : 0.40 cum) DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
Particulars
Cement Rubble stones Stone chips Sand (Screened)
UNIT : Unit kg cum cum cum
Add for scaffolding @ Total cost of Materials B. MACHINERY: Sl No 1
Description
Unit
10 hp pump ( ele ) Fuel / energy charges Total hire charges of Machinery
Hour Hour
C. LABOUR: Sl No 1 2 3 4 5
Description
Crew for Pump work inspector Mason Class-I Mason Class-II mazdoor for sorting out rubble in dump yard for conveying rubble for preparing mortar for loading mortar pans for laying & packing mortar for washing rubble / finishing / curing for conveying mortar / chips
Add for labour for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity
10.00 cum Rate in Rs.
950.00 8.30 1.25 4.00 TOTAL 2.5%
Quantity
4.00 318.00 340.00 606.00 Rs: Rs: Rs:
Rate in Rs.
1.00 1.00
Quantity
Amount in Rs. 3800.00 2639.40 425.00 2424.00 9288.40 232.21 9520.61
6.70 76.10 Rs:
Amount in Rs. 6.70 76.10 82.80
Rate in Rs.
Hour Day Day Day
1.00 1.00 1.00 2.00
72.10 370.00 385.00 345.00
Amount in Rs. 72.10 370.00 385.00 690.00
Day Day Day Day Day Day Day
1.00 2.00 2.00 1.00 4.00 1.00 3.00 TOTAL 15.0%
295.00 295.00 295.00 295.00 295.00 295.00 295.00 Rs: Rs: Rs:
295.00 590.00 590.00 295.00 1180.00 295.00 885.00 5647.10 847.07 6494.17
Rs: Rs: Rs: Rs:
9520.61 82.80 6494.17 16097.58
649.42 0.14 90.90 740.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
122
Tunnel and Allied Works - Item Unit Rates 2014-15
Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50%
Rs: Rs: Rs: Rs: Rs:
160.98 724.39 257.56 402.44 17642.94
14% Rs: cum @ 31.5 Rs./Cum cum @ 30.4 Rs./Cum
2470.01 126 290.32
Total D.Add for contractor's profit and overheads on (A+B+C+other percentages) Lead Charges for 1 Km for FA 4.00 Lead Charges for 1 Km for Stones and Stone Chips 9.55 Lead Charges for 1Km for Cement (including Loading and Unloading Charges) Total cost for Rate per cum
0.95
tonne @ 10.00 cum (A+B+C+D)/10.0
124.6 Rs./Tonne Rs: Rs:
118.37 20647.64 2064.80
IRR_TAW-5 REINFORCEMENT & CONCRETE WORKS : IRR-TAW-5-1 Providing, fabricating and placing in position reinforcement steel for tunnel RCC works including cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour, machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
UNIT :
Particulars
Unit
Rein.Steel with 5 % wastage Binding wire 1.25 mm dia Sundries ( chairs / spacers etc ) Total cost of Materials
tonne kg LS
B. MACHINERY: Sl No
Description
1
Unit
Nil
Quantity 1.05 13.50 5.00
Quantity
1.00 tonne Rate in Rs. 46500.00 70.00 41.00 Rs:
Amount in Rs. 48825.00 945.00 205.00 49975.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 450.00 295.00 Rs:
Amount in Rs. 4050.00 4425.00 8475.00
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
49975.00 0.00 8475.00 58450.00 584.50 2630.25 935.20 1461.25 64061.20
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description
Bar bender mazdoor
Unit Day Day
Quantity 9.00 15.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
8475.00 0.14 1186.50 9661.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other 14% Rs: percentages) Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 1.05 tonne @ 145.6 Rs./Tonne Total cost for 1.00 tonne Rs: Rate per tonne (A+B+C+D)/1.0 Rs:
8968.57 152.88 73182.65 73182.60
IRR-TAW-5-2 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
123
Tunnel and Allied Works - Item Unit Rates 2014-15
10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates crushed from tunnel excavated muck for filling and levelling over-cuts in bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing, lighting, ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 220 kg / cum, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum, Superplasticizer 0.4% by wt. of cement) DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5
Particulars
Unit
Cement for mix Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Sundries Total cost of Materials
kg cum cum cum cum kg LS
B. MACHINERY: Sl No 1 2 3 4 5
UNIT :
Description
Unit
Batching plant 2 x 1 cum Fuel / Energy charges Agitator car 2 cum Fuel / Energy charges 10 hp pump ( ele ) Fuel / Energy charges Needle vibrator 40 mm dia Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7
Crew for Batching plant Crew for Agitator car Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for cleaning bed for loading material bin ( Cement ) for miscellaneous works at BP for laying concrete for conveying laying concrete for cleaning bed for washing CA / curing Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 6160.00 12.60 7.56 5.04 11.20 24.64 2.00
Quantity 8.00 8.00 16.00 16.00 8.00 8.00 8.00 8.00 2.00
Quantity
Hour Hour Hour Hour Day Day
8.00 16.00 8.00 8.00 1.00 1.00
Day Day Day Day Day Day Day
2.00 3.00 2.00 7.00 14.00 2.00 2.00
28.00 cum Rate in Rs. 4.00 1145.00 1210.00 875.00 462.00 80.00 41.00 Rs:
Amount in Rs. 24640.00 14427.00 9147.60 4410.00 5174.40 1971.20 82.00 59852.20
Rate in Rs. 405.40 342.40 758.40 937.80 6.70 76.10 8.00 7.60 41.00 Rs:
Amount in Rs. 3243.20 2739.20 12134.40 15004.80 53.60 608.80 64.00 60.80 82.00 33990.80
Rate in Rs. 293.80 244.90 72.10 136.60 385.00 370.00
Amount in Rs. 2350.40 3918.40 576.80 1092.80 385.00 370.00
295.00 295.00 295.00 295.00 295.00 295.00 295.00 Rs:
590.00 885.00 590.00 2065.00 4130.00 590.00 590.00 18133.40
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
59852.20 33990.80 18133.40 111976.40 1119.76 5038.94 1791.62 2799.41 122726.13
Rs:
17181.66
647.60 0.14 90.70 738.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages)
14%
124
Tunnel and Allied Works - Item Unit Rates 2014-15
Lead Charges for 1 Km for FA Lead Charges for 1 Km for CA
11.20 25.20
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) Total cost for Rate per cum
cum @ cum @
6.16
tonne @ 28.00 cum (A+B+C+D)/28.0
31.5 Rs./Cum 30.4 Rs./Cum 124.6 Rs./Tonne Rs: Rs:
352.8 766.08 767.536 141794.21 5064.10
IRR-TAW-5-3 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for kerb and bed lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
4 5 6
1 2 3 4 5
6 7 8 9
Unit kg kg cum cum cum cum kg sqm LS
Description
Batching plant 2 x 1.00 cum Fuel / Energy charges Agitator car 2 cum ( 2 Nos ) Fuel / Energy charges Needle Vibrator Fuel / Energy charges Pump 10 hp ( Ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5
Particulars
Cement 43 Gr Cement for incidentals @ 1 kg / cum Fine aggregate (Un-Screened ) Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Super plasticiser Use rate of shuttering for kerb / bed Sundries Total cost of Materials
B. MACHINERY: Sl No
UNIT :
Crew for Batching plant Crew for Agitator car Crew for vibrator Crew for pump For scaling & cleaning bed Hammerman mazdoor For loading cement to BP bin mazdoor For miscellaneous work at BP mazdoor For wetting C.A & curing mazdoor Laying concrete for kerb/ invert Mason Cl I Mason Cl II mazdoor work inspector
9240.00 28.00 11.20 12.60 7.56 5.04 36.96 28.00 2.00
Unit Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Quantity
Quantity 8.00 8.00 16.00 16.00 8.00 8.00 8.00 8.00 5.00
Unit
Quantity
28.00 cum Rate in Rs. 4.00 4.00 462.00 1145.00 1210.00 875.00 80.00 174.56 41.00 Rs:
Amount in Rs. 36960.00 112.00 5174.40 14427.00 9147.60 4410.00 2956.80 4887.79 82.00 78157.59
Rate in Rs. 405.40 342.40 758.40 937.80 8.00 7.60 6.70 76.10 41.00 Rs:
Amount in Rs. 3243.20 2739.20 12134.40 15004.80 64.00 60.80 53.60 608.80 205.00 34113.80
Amount in Rs. 2350.40 3918.40 1092.80 576.80
Hour Hour Hour Hour
8.00 16.00 8.00 8.00
Rate in Rs. 293.80 244.90 136.60 72.10
Day Day
2.00 6.00
345.00 295.00
690.00 1770.00
Day
3.00
295.00
885.00
Day
2.00
295.00
590.00
Day
2.00
295.00
590.00
Day Day Day Day
2.00 2.00 21.00 1.00
385.00 345.00 295.00 370.00
770.00 690.00 6195.00 370.00
125
Tunnel and Allied Works - Item Unit Rates 2014-15
10 Labour charges for shuttering sqm Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
28.00
75.30 Rs:
2108.40 22596.80
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
78157.59 34113.80 22596.80 134868.19 1348.68 6069.07 2157.89 3371.70 147815.54
807.00 0.14 113.00 920.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other 14% Rs: percentages) Lead Charges for 1 Km for FA 11.20 cum @ 31.5 Rs./Cum Lead Charges for 1 Km for CA 25.20 cum @ 30.4 Rs./Cum Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 9.27 tonne @ 124.6 Rs./Tonne Total cost for 28.00 cum Rs: Rate per cum (A+B+C+D)/28.0 Rs:
20694.18 352.8 766.08 1154.7928 170783.38 6099.40
IRR-TAW-5-4 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for sides and arch lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
4 5 6 7
1
Particulars
Cement 43 Gr Cement for incidentals @ 1 kg / cum Fine aggregate (Un-Screened ) Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Super plasticiser Use rate of end shuttering Use rate of steel gantry Sundries ( placer pipe etc ) Total cost of Materials
B. MACHINERY: Sl No
UNIT : Unit kg kg cum cum cum cum kg sqm sqm LS
Description
Air compressor ( Ele ) 8.5 cmm Fuel / Energy charges @ 75 % load
15840.00 48.00 19.20 21.60 12.96 8.64 63.36 6.00 100.00 5.00
Unit Hour Hour
Quantity
Quantity 16.00 12.00
48.00 cum Rate in Rs. 4.00 4.00 462.00 1145.00 1210.00 875.00 80.00 174.56 75.30 41.00 Rs:
Amount in Rs. 63360.00 192.00 8870.40 24732.00 15681.60 7560.00 5068.80 1047.38 7530.00 205.00 134247.18
Rate in Rs. 170.80 428.00
Amount in Rs. 2732.80 5136.00
126
Tunnel and Allied Works - Item Unit Rates 2014-15
2 3 4 5 6 7
Batching plant 2 x 1.00 cum Fuel / Energy charges Agitator car 2 cum ( 2 Nos ) Fuel / Energy charges Concrete placer pump Fuel / Energy charges Needle Vibrator / Shutter vibrator Fuel / Energy charges Pump 10 hp ( Ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
12.00 12.00 32.00 32.00 16.00 16.00 8.00 8.00 8.00 8.00 5.00
Unit
1 2 3 4 5 6 7
Crew charges for Air compressor Hour Crew charges for Batching plant Hour Crew charges for Agitator car Hour Crew charges for placer pump Hour Crew charges for vibrator Hour Crew charges for Pump Hour For scaling & cleaning Stone chiseller Cl II Day mazdoor Day 8 For dismantling / Laying track Surveyer Day Fitter shuttering Day Helper shuttering 2 x 0.5 Day Khalasi 6 x 0.5 Day mazdoor 2 x 0.5 Day 9 For Moving / Positioning gantry Surveyer Day Foreman Day Fitter shuttering Day Helper shuttering 2 x 0.5 Day Khalasi 6 x 0.5 Day mazdoor 2 x 0.5 Day 10 For loading cement to BP bin mazdoor Day 11 For miscellaneous works of BP mazdoor Day 12 For Erection/Dismantling bulk head sqm 13 For Laying concrete by placer Masom Cl I Day mazdoor Day work inspector Day 14 For wetting C.A / Curing etc mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
405.40 342.40 758.40 937.80 #REF! #REF! 8.00 7.60 6.70 76.10 41.00 Rs:
4864.80 4108.80 24268.80 30009.60 #REF! #REF! 64.00 60.80 53.60 608.80 205.00 #REF!
16.00 16.00 32.00 16.00 8.00 8.00
Rate in Rs. 142.40 293.80 244.90 #REF! 136.60 72.10
Amount in Rs. 2278.40 4700.80 7836.80 #REF! 1092.80 576.80
0.50 1.00
345.00 295.00
172.50 295.00
0.50 0.50 1.00 3.00 1.00
550.00 345.00 345.00 385.00 295.00
275.00 172.50 345.00 1155.00 295.00
0.50 0.50 0.50 1.00 3.00 1.00
550.00 440.00 345.00 345.00 385.00 295.00
275.00 220.00 172.50 345.00 1155.00 295.00
5.00
295.00
1475.00
2.00 6.00
295.00 75.30
590.00 451.80
3.00 9.00 3.00
385.00 295.00 370.00
1155.00 2655.00 1110.00
3.00
295.00 Rs:
885.00 #REF!
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
134247.18 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
14% Rs: cum @ 31.5 Rs./Cum cum @ 30.4 Rs./Cum
#REF! 604.8 1313.28
Quantity
#REF! 0.14 #REF! #REF!
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) 19.20 Lead Charges for 1 Km for FA Lead Charges for 1 Km for CA 43.20
127
Tunnel and Allied Works - Item Unit Rates 2014-15
Lead Charges for 1Km for Cement (including Loading and Unloading Charges) Total cost for Rate per cum IRR-TAW-6
15.89
tonne @ 48.00 cum (A+B+C+D)/48.0
124.6 Rs./Tonne Rs: Rs:
1979.6448 #REF! #REF!
DRILLING & GROUTING WORKS :
IRR-TAW-6-1 Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer or stooper drills as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, drainage and all other ancillary operations etc., complete.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
1 2 3 4 5 6
Particulars
Use rate of drill rod Reconditioning charges @ Use rate of air hose 4 Nos Use rate of water hose 4 Nos Sundries Total cost of Materials
B. MACHINERY: Sl No
Unit
Quantity
Rm
100.00 Rm Rate in Rs.
100.00
41.69
32.00 32.00 3.00
5.47 6.84 41.00 Rs:
Amount in Rs. 4169.33 416.93 175.00 219.00 123.00 5103.27
Rate in Rs. 138.80 951.20 6.70 76.10 19.80 0.00 12.70 0.00 368.40 46.00 41.00 Rs:
Amount in Rs. 1110.40 7609.60 26.80 304.40 633.60 0.00 406.40 0.00 2947.20 368.00 205.00 13611.40
Rate in Rs. 151.80 72.10 284.70 151.80 295.00 Rs:
Amount in Rs. 1214.40 288.40 9110.40 1214.40 590.00 12417.60
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
5103.27 13611.40 12417.60 31132.27 311.32 1400.95 498.12 778.31 34120.96
Rs: Rs: Rs:
4776.93 38897.90 389.00
10% Hour Hour LS
Description
Air compressor 15 cmm ( ele ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Jack hammer Fuel / Energy charges Pusher leg Fuel / Energy charges Drilling jumbo Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
UNIT :
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Crew charges for Air compressor Hour Crew charges for Pump Hour Crew charges for Jack Hammer Hour Crew charges for Drilling Jumbo Hour mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
8.00 8.00 4.00 4.00 32.00 32.00 32.00 32.00 8.00 8.00 5.00
Unit
Quantity
1 2 3 4 5
8.00 4.00 32.00 8.00 2.00 124.20 0.14 17.40 141.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 100.00 Rm Rate per Rm (A+B+C+D)/100.0
14%
128
Tunnel and Allied Works - Item Unit Rates 2014-15
IRR-TAW-6-2 Grouting cement slurry in grout holes under specified pressure for consolidation / contact grouting including cost of all materials, machinery, labour, redrilling wherever necessary, ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts. DATA: RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
1 2 3 4
Particulars
Cement Use rate of grouting hose 50 m Use rate of water hose 50 m Sundries Total cost of Materials
B. MACHINERY: Sl No
Unit tonne Hour Hour LS
Description
Grouting machine Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Drilling jumbo Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
UNIT :
Unit Hour Hour Hour Hour Hour Hour LS
Description
Quantity 1.50 8.00 8.00 2.00
Quantity
1.50 tonne Rate in Rs. 4000.00 10.94 13.69 41.00 Rs:
Amount in Rs. 6000.00 87.50 109.50 82.00 6279.00
Rate in Rs. 24.90 38.00 6.70 76.10 368.40 46.00 41.00 Rs:
Amount in Rs. 199.20 304.00 13.40 152.20 736.80 92.00 82.00 1579.60
Rate in Rs. 227.80 72.10 151.80 295.00 Rs:
Amount in Rs. 1822.40 144.20 303.60 590.00 2860.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
6279.00 1579.60 2860.20 10718.80 107.19 482.35 171.50 267.97 11747.80
Rs:
1644.69
124.6 Rs./Tonne Rs: Rs:
186.9 13579.40 9052.90
8.00 8.00 2.00 2.00 2.00 2.00 2.00
Unit
1 2 3 4
Crew for Grout pump Hour Crew for pump Hour Crew for Drilling jumbo Hour mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 8.00 2.00 2.00 2.00 1906.80 0.14 267.00 2173.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Lead Charges for 1Km for Cement (including Loading and Unloading Charges) Total cost for Rate per tonne
14%
1.50
tonne @ 1.50 tonne (A+B+C+D)/1.50
IRR-TAW-6-3 Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel by percussion drilling using waggon drill or other suitable drilling equipment including cost of all materials, machinery, labour, ventilation, lighting, drainage etc., complete.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
UNIT :
Particulars
Use rate of cross bit 75 mm dia
Unit Rm
Quantity 120.00
120.00 Rm Rate in Rs. 125.00
Amount in Rs. 15000.00
129
Tunnel and Allied Works - Item Unit Rates 2014-15
2 3 4
Use rate of air hose 20 m Hour Use rate of water hose 20 m Hour Use rate of extension rods Rm Total cost of Materials
B. MACHINERY: Sl No 1 2 3 4
Description
Waggon drill Fuel / Energy charges Air compressor 15 cmm ( ele ) Fuel / Energy charges Pump 10 hp ( ele ) Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
16.00 16.00 120.00
Unit
Quantity
Hour Hour Hour Hour Hour Hour LS
Description
Crew for Waggon drill Hour Crew for Air compressor Hour Crew for Pump Hour mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
16.00 16.00 8.00 8.00 6.00 6.00 2.00
Unit
Quantity
1 2 3 4
16.00 8.00 6.00 2.00
4.38 5.48 8.48 Rs:
70.00 87.60 1017.60 16175.20
Rate in Rs. 188.50 0.00 138.80 951.20 6.70 76.10 41.00 Rs:
Amount in Rs. 3016.00 0.00 1110.40 7609.60 40.20 456.60 82.00 12314.80
Rate in Rs. 244.90 151.80 72.10 295.00 Rs:
Amount in Rs. 3918.40 1214.40 432.60 590.00 6155.40
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
16175.20 12314.80 6155.40 34645.40 346.45 1559.04 554.33 866.14 37971.36
Rs: Rs: Rs:
5315.99 43287.35 360.70
51.30 0.14 7.20 58.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for Air and Water line @ Add for Ventilation @ Add for Lighting @ Add for Ele sub-station / Demand charges @
1.00% 4.50% 1.60% 2.50% Total
D.Add for contractor's profit and overheads on (A+B+C+other percentages) Total cost for 120.00 Rm Rate per Rm (A+B+C+D)/120.0
14%
130
Canal and Allied Works - Item Unit Rates 2014-15
Chapter III CANAL AND ALLIED WORKS - Standard Data
(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) FOR THE YEAR : 2014-15 Index- code IRR-CAW
CANAL AND ALLIED WORKS - DATA RATES
Directions to add Seigniorage Charges and Additional Lead Charges Seigniorage Charges: 1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable. 2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself) 3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate Additional Lead and Lift Charges: 1. Unless otherwise specified the basic rates are inclusive of all lifts. 2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again Example: Total lead for sand from approved sand quarry : 15 Km Initial lead included in the basic rate in the SR : 1 Km Additional lead charges : Lead charges for 5 km Rs. 84.10 Lead charges for next 10 km Rs. 126 Total lead charges for 15 km /cum Rs. 210.10 Less 1 km initial lead charges /cum Rs. 31.50 (-) Net additional lead charges / cum Rs. 178.60
3. The Leads for Steel and Cement shall be from the nearest market place to the Project area 4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above) Example: Total lead for earth from approved borrow area : 15 Km Initial lead included in the basic rate in the SR : 1 Km Additional lead charges : Lead charges for 5 km Rs. 84.10 Lead charges for next 10 km Rs. 126 Total lead charges for 15 km /cum Rs. 210.10 Less 1 km initial lead charges /cum Rs. 31.50 (-) Net additional lead charges / cum Rs. 178.60 5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges CAW-Work Items IRR-CAW-1
EXCAVATION WORKS :
IRR-CAW-1-1
Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts.
131
Canal and Allied Works - Item Unit Rates 2014-15
RATE ANALYSIS
DATA: A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1706.60 937.80 446.70 322.20 Rs:
Amount in Rs. 13652.80 7502.40 21441.60 15465.60 58062.40
Rate in Rs. 204.10 153.10 370.00 295.00 Rs:
Amount in Rs. 1632.80 7348.80 370.00 8850.00 18201.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
Rs: Rs: Rs: Rs:
0.00 58062.40 18201.60 76264.00
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 925.00 cum cum (A+B+C+D)/925 Rate per
Rs: Rs: Rs.
10676.96 86940.96 94.00
NIL
1
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2
Description
Unit
Shovel 0.85 cum capacity Fuel / Energy charges Tippers 5 cum capacity 6 Nos Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
Description
Unit
C. LABOUR: Sl No 1 2 3 4
Crew for Shovel Crew for Tipper work inspector mazdoor
Hour Hour Day Day
Quantity 8.00 8.00 48.00 48.00
Quantity 8.00 48.00 1.00 30.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
IRR-CAW-1-2
925.00 cum
19.70 0.14 2.80 22.50
Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
NIL
1
Quantity
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 8.00 1003.10 8.00 511.50 Rs:
Amount in Rs. 8024.80 4092.00 12116.80
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1
C. LABOUR: Sl No
Description
Unit
Shovel 0.50 cum capacity Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
440.00 cum
Quantity
Quantity
Rate in Rs.
Amount in Rs.
132
Canal and Allied Works - Item Unit Rates 2014-15
1 2 3
Crew for Shovel work inspector mazdoor
Hour Day Day
8.00 1.00 17.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1632.80 370.00 5015.00 7017.80
Rs: Rs: Rs: Rs:
0.00 12116.80 7017.80 19134.60
Rs: Rs: Rs.
2678.84 21813.44 49.60
15.90 0.14 2.20 18.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 440.00 cum cum (A+B+C+D)/440 Rate per
IRR-CAW-1-3
204.10 370.00 295.00 Rs:
Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
NIL
1
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2
C. LABOUR: Sl No 1 2 3 4 5
Description
Unit
Shovel 0.85 cum capacity Fuel / Energy charges Tippers 5 cum capacity 5 Nos Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
Description
Unit
Crew for Shovel Crew for Tipper work inspector Crowbarman mazdoor
Hour Hour Day Day Day
Quantity 8.00 8.00 40.00 40.00
Quantity 8.00 40.00 1.00 11.00 22.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
630.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1706.60 937.80 446.70 322.20 Rs:
Amount in Rs. 13652.80 7502.40 17868.00 12888.00 51911.20
Rate in Rs. 204.10 153.10 370.00 345.00 295.00 Rs:
Amount in Rs. 1632.80 6124.00 370.00 3795.00 6490.00 18411.80
Rs: Rs: Rs: Rs:
0.00 51911.20 18411.80 70323.00
Rs: Rs: Rs.
9845.22 80168.22 127.30
29.20 0.14 4.10 33.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 630.00 cum cum (A+B+C+D)/630 Rate per
133
Canal and Allied Works - Item Unit Rates 2014-15
IRR-CAW-1-4
Excavation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road as directed etc.,complete with lead upto 10 m and lift upto 3 m.
RATE ANALYSIS
DATA: A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
NIL
1
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 8.00 1003.10 8.00 511.50 Rs:
Amount in Rs. 8024.80 4092.00 12116.80
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1
Description
Unit
Shovel 0.50 cum capacity Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
C. LABOUR: Sl No 1 2 3 4
Crew for Shovel work inspector Crowbarman mazdoor
Hour Day Day Day
Quantity
Quantity 8.00 1.00 5.00 11.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
265.00 cum
Rate in Rs. 204.10 370.00 345.00 295.00 Rs:
Amount in Rs. 1632.80 370.00 1725.00 3245.00 6972.80
Rs: Rs: Rs: Rs:
0.00 12116.80 6972.80 19089.60
Rs: Rs: Rs.
2672.54 21762.14 82.10
26.30 0.14 3.70 30.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 265.00 cum cum (A+B+C+D)/265 Rate per
IRR-CAW-1-5
Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Unit
Quantity
805.00 cum
Rm 10% Hour
316.00
2
Use rate of drill rod 1.5 m length Reconditioning charges @ Use rate of 50 m air hose 2 Nos
Rate in Rs. 20.14
24.00
10.94
Amount in Rs. 6364.24 636.42 262.50
3 4 5 6 7
Explosive small dia ( Kelvex-220 ) Ordinary detonators Electric detonators Fuse coil Sundries
kg Nos Nos Rm LS
161.00 12.00 215.00 520.00 5.00
70.00 9.00 13.00 11.00 41.00
11270.00 108.00 2795.00 5720.00 205.00
1
particulars
UNIT :
134
Canal and Allied Works - Item Unit Rates 2014-15
Total cost of Materials B. MACHINERY: Sl No 1 2
3 4
C. LABOUR: Sl No
Description
Unit
Quantity
Shovel 0.85 cum capacity Fuel / Energy charges Tippers 5 cum capacity 5 Nos. Fuel / Energy charges
Hour Hour Hour Hour
8.00 8.00 40.00 40.00
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Jack hammers 3 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
12.00 12.00 39.00 39.00
Description
Unit
Quantity
Crew for Shovel Hour 8.00 Crew for Tipper Hour 40.00 Crew for Air compressor Hour 12.00 Crew for Jack hammer Hour 39.00 work inspector Day 1.00 Blaster Day 1.00 Helper blaster Day 1.00 Crowbarman Day 16.00 Stone breaker Day 16.00 mazdoor Day 32.00 Total cost of Labour labour component/unit qty 53.00 Add contractor's profit and overhead charges 0.14 7.40 labour component/unit qty (including contractor's profit) 60.40 1 2 3 4 5 6 7 8 9 10
Rs:
27361.16
Rate in Rs. 1706.60 937.80 446.70 322.20
Amount in Rs. 13652.80 7502.40 17868.00 12888.00
275.60 959.10 19.80 0.00 Rs:
3307.20 11509.20 772.20 0.00 67499.80
Rate in Rs. 204.10 153.10 182.20 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs:
Amount in Rs. 1632.80 6124.00 2186.40 11103.30 370.00 440.00 345.00 5520.00 5520.00 9440.00 42681.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 805.00 cum cum (A+B+C+D)/805 Rate per
IRR-CAW-1-6 (a)
Note:
Rs: 27361.16 Rs: 67499.80 Rs: 42681.50 Rs: 137542.46 Rs: 19255.94 Rs: 156798.40 Rs. 194.80
Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc., complete with initial lead upto 1 km and all lifts. i ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m. ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever required.
135
Canal and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
1 2 3
4 5
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11
Unit
Quantity
68.00 cum
Use rate of drill rod 1.5 m length Reconditioning charges @ Use rate of 50 m air hose 2 Nos.
Rm 10% Hour
85.00
Rate in Rs. 26.85
13.00
10.94
Amount in Rs. 2282.53 228.25 142.19
Explosive small dia. (Kelvex-220 ) Ordinary detonators Electric detonators Fuse coil Sundries Total cost of Materials
kg Nos Nos Rm LS
21.20 4.00 59.00 90.00 2.00
70.00 9.00 13.00 11.00 41.00 Rs:
1484.00 36.00 767.00 990.00 82.00 6011.97
Rate in Rs. 1706.60 937.80 1715.50 656.00 446.70 322.20
Amount in Rs. 1877.26 1031.58 428.88 164.00 1965.48 1417.68
275.60 959.10 19.80 0.00 Rs:
1791.40 6234.15 257.40 0.00 15167.83
Rate in Rs. 204.10 204.10 153.10 182.20 284.70 370.00 440.00 345.00 345.00 345.00 295.00
Amount in Rs. 224.51 51.03 673.64 1184.30 3701.10 185.00 440.00 345.00 172.50 172.50 590.00
B. MACHINERY: Sl No
particulars
UNIT :
Description
Unit
Quantity
Shovel 0.85 cum capacity Fuel / energy charges Angle dozer 90 hp Fuel / Energy charges Tippers 5 cum capacity 4 Nos. Fuel / Energy charges Air compressor 8.5 cmm ( diesel ) 1 Nos Fuel / Energy charges Jack hammers 2 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
1.10 1.10 0.25 0.25 4.40 4.40
Hour Hour Hour Hour
6.50 6.50 13.00 13.00
Description
Unit
Crew for Shovel Crew for Dozer Crew for Tipper Crew for Air compressor Crew for Jack hammer work inspector Blaster Helper blaster Crowbarman Stone breaker mazdoor
Hour Hour Hour Hour Hour Day Day Day Day Day Day
Quantity 1.10 0.25 4.40 6.50 13.00 0.50 1.00 1.00 0.50 0.50 2.00
136
Canal and Allied Works - Item Unit Rates 2014-15
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 68.00 cum cum (A+B+C+D)/68 Rate per
Note:
7739.58
Rs: Rs: Rs: Rs:
6011.97 15167.83 7739.58 28919.37
Rs: Rs: Rs.
4048.71 32968.08 484.80
113.80 0.14 15.90 129.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-CAW-1-7 (b)
Rs:
Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved controlled blasting methods for canals, cut-off trench of embankment, filter / catch-water drains etc., including controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, costof all materials, machinery, labour, placing excavated rock neatly in approved dump area or other place as directed etc., complete with lead upto 1 km and all lifts. i ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m. ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations is required.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
68.00 cum Rate in Rs.
Amount in Rs.
137
Canal and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5 6 7 8 9
Use rate of drill rod 1.5 m length Reconditioning charges @ Use rate of 50 m air hose 2 Nos. Use rate of wire mesh Use rate of sand bag
Rm 10% Hour sqm Nos
85.00
26.85
13.00 94.00 98.00
10.94 53.33 14.67
2282.53 228.25 142.19 5013.02 1437.66
Explosive small dia. (Kelvex-220 ) Ordinary detonators Electric delay detonators Fuse coil Sundries Total cost of Materials
kg Nos Nos Rm LS
21.20 4.00 59.00 90.00 2.00
70.00 9.00 23.00 11.00 41.00 Rs:
1484.00 36.00 1357.00 990.00 82.00 13052.65
Rate in Rs. 1706.60 937.80 1715.50 656.00 446.70 322.20
Amount in Rs. 1877.26 1031.58 428.88 164.00 1965.48 1417.68
275.60 959.10 19.80 0.00 Rs:
1791.40 6234.15 257.40 0.00 15167.83
Rate in Rs. 204.10 204.10 153.10 182.20 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs:
Amount in Rs. 224.51 51.03 673.64 1184.30 3701.10 185.00 220.00 172.50 172.50 172.50 885.00 7642.08
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs.
13052.65 15167.83 7642.08 35862.55 179.31 36041.87 5045.86 41087.73 604.20
B. MACHINERY: Sl No 1 2 3
4 5
C. LABOUR: Sl No
Description
Unit
Quantity
Shovel 0.85 cum capacity Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Tippers 5 cum capacity 3 Nos. Fuel / Energy charges Air compressor 8.5 cmm ( diesel ) 1 No Fuel / Energy charges Jack hammers 2 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
1.10 1.10 0.25 0.25 4.40 4.40
Hour Hour Hour Hour
6.50 6.50 13.00 13.00
Description
Unit
Quantity
Crew for Shovel Hour 1.10 Crew for Angle dozer Hour 0.25 Crew for Tipper Hour 4.40 Crew for Air compressor Hour 6.50 Crew for Jack hammer Hour 13.00 work inspector Day 0.50 Blaster Day 0.50 Helper blaster Day 0.50 Stone chiseller Cl - II Day 0.50 Stone breaker Day 0.50 mazdoor Day 3.00 Total cost of Labour labour component/unit qty 112.40 Add contractor's profit and overhead charges 0.14 15.70 labour component/unit qty (including contractor's profit) 128.10 1 2 3 4 5 6 7 8 9 10 11
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for blasting studies & monitoring vibrations etc 0.50% Total D. Add for contractor's profit and overheads on 14% Total cost for 68.00 cum cum (A+B+C+D)/68 Rate per
IRR-CAW-1-8 ( c)
Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing canal sides neatly on either side to required profile by line drilling and smooth blasting including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in dump area or other place as directed, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.
138
Canal and Allied Works - Item Unit Rates 2014-15
Note:
i) For excavation of canal below free board level combination of normal / controlled blasting and line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose of payment 1 m width of excavation on either side shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m. iii ) The rate includes controlling fly-rock wherever required. iv ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval. v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided for excavation by normal blasting or controlled blasting as the case may be.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
2
3 4
C. LABOUR: Sl No 1 2 3 4 5 6
Unit
Use rate of drill rod 1.5 m length Reconditioning charges @ Use rate of 50 m air hose 2 Nos.
Rm 10% Hour
63.00
Explosive small dia. (Kelvex-220 ) Electric delay detonators Fuse coil Sundries Total cost of Materials
kg Nos Rm LS
3.50 22.00 20.00 1.00
B. MACHINERY: Sl No 1
particulars
UNIT : Quantity
10.00
Description
Unit
Quantity
Shovel 0.85 cum capacity Fuel / Energy charges Tippers 5 cum capacity 4 Nos. Fuel / Energy charges Air compressor 8.5 cmm ( diesel ) 1 Nos Fuel / Energy charges Jack hammers 2 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
0.28 0.28 1.12 1.12
Hour Hour Hour Hour
5.00 5.00 10.00 10.00
Description
Unit
Crew for Shovel Crew for Tipper Crew for Air compressor Crew for Jack hammer work inspector Blaster
Hour Hour Hour Hour Day Day
Quantity 0.50 1.12 5.00 10.00 0.50 0.50
17.50 cum Rate Amount in Rs. in Rs. 26.85 1691.76 169.18 10.94 109.38 70.00 23.00 11.00 41.00 Rs:
245.00 506.00 220.00 41.00 2982.31
Rate in Rs. 1706.60 937.80 446.70 322.20
Amount in Rs. 477.85 262.58 500.30 360.86
275.60 959.10 19.80 0.00 Rs:
1378.00 4795.50 198.00 0.00 7973.10
Rate in Rs. 204.10 153.10 182.20 284.70 370.00 440.00
Amount in Rs. 102.05 171.47 911.00 2847.00 185.00 220.00
139
Canal and Allied Works - Item Unit Rates 2014-15
7 8 9 10
Helper blaster Stone breaker Stone chiseller Cl - II mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Day Day Day Day
0.50 0.50 0.50 1.00
Total Add for blasting studies & monitoring vibrations etc 0.50% Total D. Add for contractor's profit and overheads on 14% Total cost for 17.50 cum cum (A+B+C+D)/17.50 Rate per
Note:
172.50 172.50 172.50 295.00 5249.02
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs.
2982.31 7973.10 5249.02 16204.43 81.02 16285.46 2279.96 18565.42 1060.90
299.90 0.14 42.00 341.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-CAW-1-9 (a)
345.00 345.00 345.00 295.00 Rs:
Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating embankment etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts. i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever required.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
Unit: Unit
Quantity
386.00 Cum Rate
Amount
140
Canal and Allied Works - Item Unit Rates 2014-15
1 2 3
4
5 6 7 8 9 10 11 12
Use rate of T.C bit 100 mm dia Use rate of Extension rod with coupling sleeve Use rate of Jack hammer drill rod 1.5 m reconditioning charges @ Use rate of 50 m air hose for waggon drill Use rate of 25 m air hose for JH 2 Nos High strength ANFO booster ANFO Diesel oil Explosive small dia ( Kelvex-220 ) Ordinary detonators D-cord Detonating fuse coil Sundries Total cost of Materials
B. MACHINERY: Sl No 1 2 3
4 5 6
C. LABOUR: Sl No
Description
Rm
104.00
in Rs. 150.00
Rm
104.00
6.36
661.44
12.00
26.85
322.24 32.22
Hour
10.50
18.63
195.56
Hour kg kg ltr
1.00 38.00 155.00 35.00
10.94 73.00 43.00 62.00
10.94 2774.00 6665.00 2170.00
kg Nos Rm Rm LS
4.00 20.00 145.00 20.00 5.00
70.00 9.00 10.00 11.00 41.00 Rs:
280.00 180.00 1450.00 220.00 205.00 30766.40
Rate in Rs. 446.70 322.20 1706.60 937.80 1715.50 656.00
Amount in Rs. 11096.03 8003.45 10597.99 5823.74 3431.00 1312.00
275.60 959.10 188.50 0.00 19.80 0.00 Rs:
3169.40 11029.65 1979.25 0.00 39.60 0.00 56482.10
Rate in Rs. 153.10 204.10 204.10 182.20 244.90 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs:
Amount in Rs. 3803.00 1267.46 408.20 2095.30 2571.45 569.40 740.00 440.00 345.00 345.00 345.00 885.00 13814.82
Rm 10%
Unit
Quantity
Tippers 5 cum capacity Fuel / Energy charges Shovel 0.85 cum capacity Fuel / Energy charges Angle dozer Fuel / Energy charges
Hour Hour Hour Hour Hour Hour
24.84 24.84 6.21 6.21 2.00 2.00
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Waggon drill Fuel / Energy charges Jack hammer Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
11.50 11.50 10.50 10.50 2.00 2.00
Description
Unit
Quantity
Crew for Tipper Hour 24.84 Crew for Shovel Hour 6.21 Crew for Dozer Hour 2.00 Crew for Air compressor Hour 11.50 Crew for Waggon drill Hour 10.50 Crew for Jack hammer Hour 2.00 work inspector Day 2.00 Blaster Day 1.00 Helper blaster Day 1.00 Stone chiseller Cl - II Day 1.00 Stone breaker Day 1.00 mazdoor Day 3.00 Total cost of Labour labour component/unit qty 35.80 Add contractor's profit and overhead charges 0.14 5.00 labour component/unit qty (including contractor's profit) 40.80 1 2 3 4 5 6 7 8 9 10 11 12
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
in Rs. 15600.00
Rs: 30766.40 Rs: 56482.10 Rs: 13814.82 Rs: 101063.32
141
Canal and Allied Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 386.00 Cum Cum (A+B+C+D)/386 Rate per
Rs: 14148.86 Rs: 115212.18 Rs. 298.50
IRR-CAW-1-10 Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved (b) controlled blasting methods for canals, cut-off trench of embankment etc., including controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, cost of all materials, machinery, labour, placing excavated rock neatly in approved dump area or other place as directed etc., complete with lead upto 1 km and all lifts. Note:
i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations is required.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
UNIT :
particulars
Unit Rm
4
Use rate of T.C bit 100 mm dia Use rate of Extension rod with coupling sleeve Use rate of Jack hammer drill rod 1.6 m reconditioning charges @ Use rate of 50 m air hose 50 mm 1 No.
5
Use rate of 25 mm air hose 2 Nos High strength ANFO booster
1 2 3
Quantity
386.00 cum
104.00
Rate in Rs. 150.00
Amount in Rs. 15600.00
Rm
104.00
6.36
661.44
Rm 10%
12.00
26.85
322.24 32.22
Hour
10.50
18.63
195.56
Hour kg
2.00 38.00
10.94 73.00
21.88 2774.00
142
Canal and Allied Works - Item Unit Rates 2014-15
6 7
ANFO Diesel oil
8 9 10 11 12 13 14 15
Explosive small dia ( Kelvex-220 ) Ordinary detonators Shock tube detonators Noiseless trunk line delays Detonating fuse coil Use rate of chain link wire mesh Use rate of sand bag Sundries Total cost of Materials
B. MACHINERY: Sl No 1 2 3
4 5 6
C. LABOUR: Sl No
Description
kg ltr
155.00 35.00
43.00 62.00
6665.00 2170.00
kg Nos Rm Nos Rm sqm Nos LS
4.00 20.00 120.00 12.00 20.00 132.00 110.00 20.00
70.00 9.00 65.00 21.00 11.00 190.80 11.17 41.00 Rs:
280.00 180.00 7800.00 252.00 220.00 25185.60 1228.70 820.00 64408.64
Rate in Rs. 446.70 322.20 1706.60 937.80 1715.50 656.00
Amount in Rs. 13401.00 9666.00 17066.00 9378.00 3431.00 1312.00
275.60 959.10 188.50 0.00 19.80 0.00 Rs:
3445.00 11988.75 2167.75 0.00 39.60 0.00 71895.10
Rate in Rs. 153.10 204.10 204.10 182.20 244.90 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs:
Amount in Rs. 4593.00 2041.00 408.20 2277.50 2816.35 569.40 555.00 220.00 172.50 345.00 345.00 1475.00 15817.95
Unit
Quantity
Tippers 5 cum capacity Fuel / Energy charges Shovel 0.85 cum capacity Fuel / Energy charges Angle dozer Fuel / Energy charges
Hour Hour Hour Hour Hour Hour
30.00 30.00 10.00 10.00 2.00 2.00
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Waggon drill Fuel / Energy charges Jack hammer Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
12.50 12.50 11.50 11.50 2.00 2.00
Description
Unit
Quantity
Crew for Tipper Hour 30.00 Crew for Shovel Hour 10.00 Crew for Dozer Hour 2.00 Crew for Air compressor Hour 12.50 Crew for Waggon drill Hour 11.50 Crew for Jack hammer Hour 2.00 work inspector Day 1.50 Blaster Day 0.50 Helper blaster Day 0.50 Stone chiseller Cl - II Day 1.00 Stone breaker Day 1.00 mazdoor Day 5.00 Total cost of Labour labour component/unit qty 41.00 Add contractor's profit and overhead charges 0.14 5.70 labour component/unit qty (including contractor's profit) 46.70 1 2 3 4 5 6 7 8 9 10 11 12
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for blasting studies & monitoring vibrations etc 0.50% Total D. Add for contractor's profit and overheads on 14% Total cost for 386.00 cum cum (A+B+C+D)/386 Rate per
Rs: 64408.64 Rs: 71895.10 Rs: 15817.95 Rs: 152121.69 Rs: 760.61 Rs: 152882.30 Rs: 21403.52 Rs: 174285.82 Rs. 451.50
IRR-CAW-1-11 Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing ( c) canal sides neatly on either side to required profile by line drilling and smooth blasting
143
Canal and Allied Works - Item Unit Rates 2014-15
including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in dump area or other place as directed, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts. Note:
i ) For excavation of canal below free board level combination of normal / controlled blasting and line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose of payment 1 m width of excavation on either side shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. iii ) The rate includes controlling fly-rock wherever required. iv ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval. v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided for excavation by normal blasting or controlled blasting as the case may be.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
UNIT :
particulars
Unit Rm
4
Use rate of T.C bit 100 mm dia Use rate of Extension rod with coupling sleeve Use rate of Jack hammer drill rod 1.6 m reconditioning charges @ Use rate of 50 m air hose 50 mm 1 No.
5 6 7
1 2 3
8 9 10 11 12 13
121.00
Rate in Rs. 150.00
Amount in Rs. 18150.00
Rm
121.00
6.36
769.56
Rm 10%
3.00
26.85
80.56 8.06
Hour
12.00
18.63
223.50
Use rate of 25 mm air hose 2 Nos High strength ANFO booster ANFO Diesel oil
Hour kg kg ltr
0.50 5.00 19.00 4.50
10.94 73.00 43.00 62.00
5.47 365.00 817.00 279.00
Explosive small dia ( Kelvex-220 ) Ordinary detonators Detonating shock tube Noiseless trunk line delays Fuse coil Sundries Total cost of Materials
kg Nos Rm Nos Rm LS
1.00 5.00 70.00 4.00 10.00 2.00
70.00 9.00 65.00 21.00 11.00 41.00 Rs:
70.00 45.00 4550.00 84.00 110.00 82.00 25639.14
Rate in Rs. 6.24 446.70 6.24 322.20 1.56 1706.60
Amount in Rs. 2787.41 2010.53 2662.30
B. MACHINERY: Sl No 1 2
Description
Tippers 5 cum capacity Fuel / Energy charges Shovel 0.85 cum capacity
Unit Hour Hour Hour
Quantity
97.00 cum
Quantity
144
Canal and Allied Works - Item Unit Rates 2014-15
3
4 5 6
Fuel / Energy charges Angle dozer Fuel / Energy charges
Hour Hour Hour
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Waggon drill Fuel / Energy charges Jack hammer Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
Description
Unit
C. LABOUR: Sl No
1.56 937.80 0.50 1715.50 0.50 656.00 13.45 13.45 13.20 13.20 0.50 0.50
Quantity
Crew for Tipper Hour 5.24 Crew for Shovel Hour 1.56 Crew for Dozer Hour 0.50 Crew for Air compressor Hour 13.45 Crew for Waggon drill Hour 13.45 Crew for Jack hammer Hour 0.50 work inspector Day 0.50 Blaster Day 0.50 Helper blaster Day 0.50 Stone breaker Day 1.00 Stone chiseller Cl- II Day 1.00 mazdoor Day 2.00 Total cost of Labour labour component/unit qty 92.40 Add contractor's profit and overhead charges 0.14 12.90 labour component/unit qty (including contractor's profit) 105.30 1 2 3 4 5 6 7 8 9 10 11 12
1462.97 857.75 328.00
275.60 959.10 188.50 0.00 19.80 0.00 Rs:
3706.82 12899.90 2488.20 0.00 9.90 0.00 29213.77
Rate in Rs. 153.10 204.10 204.10 182.20 244.90 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs:
Amount in Rs. 802.24 318.40 102.05 2450.59 3293.91 142.35 185.00 220.00 172.50 345.00 345.00 590.00 8967.04
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs.
25639.14 29213.77 8967.04 63819.94 319.10 64139.04 8979.47 73118.51 753.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total Add for blasting studies & monitoring vibrations etc 0.50% Total D. Add for contractor's profit and overheads on 14% Total cost for 97.00 cum cum (A+B+C+D)/97 Rate per IRR-CAW-2
EMBANKMENT WORKS USING BORROW AREA SOIL :
IRR-CAW-2-1
Providing impervious hearting embankment with selected soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 3.40 1715.50 3.40 656.00
Amount in Rs. 5832.70 2230.40
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1
Description
Angle dozer Fuel / Energy charges
Unit Hour Hour
412.80 cum
Quantity
145
Canal and Allied Works - Item Unit Rates 2014-15
2 3 4 5 6 7
Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 4 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
8.00 1003.10 8.00 511.50 32.00 446.70 32.00 322.20 2.00 10.20 2.00 85.30 4.00 402.50 4.00 322.20 5.10 1342.20 5.10 1108.30 5.00 41.00 Rs:
Quantity
Crew for Dozer Hour 3.40 Crew for Shovel Hour 8.00 Crew for Tipper Hour 32.00 Crew for Pump Hour 2.00 Crew for Water tanker Hour 4.00 Crew for Roller Hour 5.10 work inspector Day 2.00 mazdoor Day 4.00 Total cost of Labour labour component/unit qty 26.90 Add contractor's profit and overhead charges 0.14 3.80 labour component/unit qty (including contractor's profit) 30.70 1 2 3 4 5 6 7 8
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 693.94 1632.80 4899.20 192.20 612.40 1161.78 740.00 1180.00 11112.32
Rs: Rs: Rs: Rs:
0.00 60577.05 11112.32 71689.37
Rs: Rs: Rs.
10036.51 81725.88 198.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 412.80 cum cum (A+B+C+D)/412.80 Rate per
IRR-CAW-2-2
8024.80 4092.00 14294.40 10310.40 20.40 170.60 1610.00 1288.80 6845.22 5652.33 205.00 60577.05
Providing impervious hearting embankment with selected soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3
Description
Angle dozer 90 hp Fuel / Energy charges Shovel 0.5 cum Fuel / Energy charges Tippers 5 cum Fuel / Energy charges
Unit Hour Hour Hour Hour Hour Hour
Quantity 3.40 3.40 8.00 8.00 32.00 32.00
412.80 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20
Amount in Rs. 5832.70 2230.40 8024.80 4092.00 14294.40 10310.40
146
Canal and Allied Works - Item Unit Rates 2014-15
4 5 6 7
Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5 6 7 8
2.00 10.20 2.00 85.30 4.00 402.50 4.00 322.20 4.18 1342.20 4.18 1108.30 5.00 41.00 Rs:
Quantity 3.40 8.00 32.00 2.00 4.00 4.18 2.00 4.00
0.14
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs: 26.40 3.70 30.10
Amount in Rs. 693.94 1632.80 4899.20 192.20 612.40 952.20 740.00 1180.00 10902.74
Rs: Rs: Rs: Rs:
0.00 58322.59 10902.74 69225.33
Rs: Rs: Rs.
9691.55 78916.88 191.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 412.80 cum cum (A+B+C+D)/412.80 Rate per
IRR-CAW-2-3
20.40 170.60 1610.00 1288.80 5610.40 4632.69 205.00 58322.59
Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6
Description
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 3 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
Quantity 3.40 3.40 8.00 8.00 32.00 32.00 2.00 2.00 4.00 4.00 5.10
412.80 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20
Amount in Rs. 5832.70 2230.40 8024.80 4092.00 14294.40 10310.40 20.40 170.60 1610.00 1288.80 6845.22
147
Canal and Allied Works - Item Unit Rates 2014-15
7
Fuel / Energy charges Sundries Total hire charges of Machinery
Hour LS
Description
Unit
C. LABOUR: Sl No
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5 6 7 8
5.10 1108.30 2.00 41.00 Rs:
Quantity 3.40 8.00 32.00 2.00 4.00 5.10 2.00 4.00
0.14
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs: 26.90 3.80 30.70
Amount in Rs. 693.94 1632.80 4899.20 192.20 612.40 1161.78 740.00 1180.00 11112.32
Rs: Rs: Rs: Rs:
0.00 60454.05 11112.32 71566.37
Rs: Rs: Rs.
10019.29 81585.66 197.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 412.80 cum cum (A+B+C+D)/412.80 Rate per
IRR-CAW-2-4
5652.33 82.00 60454.05
Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.5 cum Fuel / Energy charges Tippers 5 cum Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Quantity 3.40 3.40 8.00 8.00 32.00 32.00 2.00 2.00 4.00 4.00 4.17 4.17 5.00
412.80 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 5832.70 2230.40 8024.80 4092.00 14294.40 10310.40 20.40 170.60 1610.00 1288.80 5596.97 4621.61 205.00 58298.09
C. LABOUR:
148
Canal and Allied Works - Item Unit Rates 2014-15
Sl No
Description
Unit
Quantity
Crew for Dozer Hour 3.40 Crew for Shovel Hour 8.00 Crew for Tipper Hour 32.00 Crew for Pump Hour 2.00 Crew for Water tanker Hour 4.00 Crew for Roller Hour 4.00 work inspector Day 4.17 mazdoor Day 4.00 Total cost of Labour labour component/unit qty 28.30 Add contractor's profit and overhead charges 0.14 4.00 labour component/unit qty (including contractor's profit) 32.30 1 2 3 4 5 6 7 8
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 693.94 1632.80 4899.20 192.20 612.40 911.20 1542.90 1180.00 11664.64
Rs: Rs: Rs: Rs:
0.00 58298.09 11664.64 69962.73
Rs: Rs: Rs.
9794.78 79757.51 193.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 412.80 cum cum (A+B+C+D)/412.80 Rate per
IRR-CAW-2-5
Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
C. LABOUR: Sl No 1 2 3 4 5 6
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 3 Nos. Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Day Day Total cost of Labour
Quantity 3.40 3.40 8.00 8.00 32.00 32.00 4.17 4.17 2.00
Quantity 3.40 8.00 32.00 4.17 2.00 4.00
412.80 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 5832.70 2230.40 8024.80 4092.00 14294.40 10310.40 5596.97 4621.61 82.00 55085.29
Rate in Rs. 204.10 204.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 693.94 1632.80 4899.20 949.93 740.00 1180.00 10095.87
149
Canal and Allied Works - Item Unit Rates 2014-15
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
24.50 0.14 3.40 27.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 412.80 cum cum (A+B+C+D)/412.80 Rate per
IRR-CAW-2-6
Rs: Rs: Rs: Rs:
0.00 55085.29 10095.87 65181.15
Rs: Rs: Rs.
9125.36 74306.51 180.00
Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
C. LABOUR: Sl No
Description
Unit
Angle dozer Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 6 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Quantity 6.06 6.06 8.00 8.00 48.00 48.00 3.00 3.00 6.00 6.00 7.53 7.53 2.00
Quantity
Crew for Dozer Hour 6.06 Crew for Shovel Hour 8.00 Crew for Tipper Hour 48.00 Crew for Pump Hour 3.00 Crew for Water tanker Hour 6.00 Crew for Roller Hour 7.53 work inspector Day 2.00 mazdoor Day 4.00 Total cost of Labour labour component/unit qty 22.20 Add contractor's profit and overhead charges 0.14 3.10 labour component/unit qty (including contractor's profit) 25.30 1 2 3 4 5 6 7 8
677.28 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 10395.93 3975.36 8024.80 4092.00 21441.60 15465.60 30.60 255.90 2415.00 1933.20 10106.77 8345.50 82.00 86564.26
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 1236.85 1632.80 7348.80 288.30 918.60 1715.33 740.00 1180.00 15060.68
150
Canal and Allied Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 677.28 cum cum (A+B+C+D)/677.28 Rate per
IRR-CAW-2-7
Rs: 0.00 Rs: 86564.26 Rs: 15060.68 Rs: 101624.94 Rs: 14227.49 Rs: 115852.43 Rs. 171.10
Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
C. LABOUR: Sl No
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.5 cum Fuel / Energy charges Tippers 5 cum 3 Nos Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Quantity 6.06 6.06 8.00 8.00 48.00 48.00 3.00 3.00 6.00 6.00 6.16 6.16 5.00
Quantity
Crew for Dozer Hour 6.06 Crew for Shovel Hour 8.00 Crew for Tipper Hour 48.00 Crew for Pump Hour 3.00 Crew for Water tanker Hour 6.00 Crew for Roller Hour 6.16 work inspector Day 2.00 mazdoor Day 4.00 Total cost of Labour labour component/unit qty 21.80 Add contractor's profit and overhead charges 0.14 3.10 labour component/unit qty (including contractor's profit) 24.90 1 2 3 4 5 6 7 8
677.28 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 10395.93 3975.36 8024.80 4092.00 21441.60 15465.60 30.60 255.90 2415.00 1933.20 8267.95 6827.13 205.00 83330.07
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 1236.85 1632.80 7348.80 288.30 918.60 1403.25 740.00 1180.00 14748.59
Rs: Rs: Rs: Rs:
0.00 83330.07 14748.59 98078.66
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
151
Canal and Allied Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 677.28 cum cum (A+B+C+D)/677.28 Rate per IRR-CAW-2-8
Rs: 13731.01 Rs: 111809.67 Rs. 165.10
Providing casing embankment using homogeneous soil from approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
RATE ANALYSIS
DATA: A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
Nill
1
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
C. LABOUR: Sl No 1 2 3 4 5 6
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 4 Nos. Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Day Day
Quantity 6.06 6.06 8.00 8.00 48.00 48.00 6.16 6.16 2.00
Quantity 6.06 8.00 48.00 6.16 2.00 4.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
677.28 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 10395.93 3975.36 8024.80 4092.00 21441.60 15465.60 8267.95 6827.13 82.00 78572.37
Rate in Rs. 204.10 204.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 1236.85 1632.80 7348.80 1403.25 740.00 1180.00 13541.69
Rs: Rs: Rs: Rs:
0.00 78572.37 13541.69 92114.06
20.00 0.14 2.80 22.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 677.28 cum cum (A+B+C+D)/677.28 Rate per
Rs: 12895.97 Rs: 105010.03 Rs. 155.00
IRR-CAW-3
EMBANKMENT WORKS USING DUMP AREA SOIL :
IRR-CAW-3-1
Providing impervious hearting embankment with soil from approved dump areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to achieve density
152
Canal and Allied Works - Item Unit Rates 2014-15
control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.
RATE ANALYSIS
DATA: A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
C. LABOUR: Sl No
Description
Unit
Angle dozer Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 6 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Quantity 4.04 4.04 8.00 8.00 48.00 48.00 3.00 3.00 6.00 6.00 7.50 7.50 2.00
Quantity
Crew for Dozer Hour 3.58 Crew for Shovel Hour 8.00 Crew for Tipper Hour 48.00 Crew for Pump Hour 3.00 Crew for Water tanker Hour 6.00 Crew for Roller Hour 7.50 work inspector Day 2.00 mazdoor Day 6.00 Total cost of Labour labour component/unit qty 20.60 Add contractor's profit and overhead charges 0.14 2.90 labour component/unit qty (including contractor's profit) 23.50 1 2 3 4 5 6 7 8
735.36 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6930.62 2650.24 8024.80 4092.00 21441.60 15465.60 30.60 255.90 2415.00 1933.20 10066.50 8312.25 82.00 81700.31
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 730.68 1632.80 7348.80 288.30 918.60 1708.50 740.00 1770.00 15137.68
Rs: Rs: Rs: Rs:
0.00 81700.31 15137.68 96837.99
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 735.36 cum cum (A+B+C+D)/735.36 Rate per
IRR-CAW-3-2
DATA:
Rs: 13557.32 Rs: 110395.31 Rs. 150.10
Providing impervious hearting embankment with soil from approved dump areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to achieve density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.
RATE ANALYSIS
UNIT :
735.36 cum
153
Canal and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No
particulars
Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.5 cum Fuel / Energy charges Tippers 5 cum Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
Quantity 4.04 4.04 8.00 8.00 48.00 48.00 3.00 3.00 6.00 6.00 6.13 6.13 5.00
Quantity
Crew for Dozer Hour 4.04 Crew for Shovel Hour 8.00 Crew for Tipper Hour 48.00 Crew for Pump Hour 3.00 Crew for Water tanker Hour 6.00 Crew for Roller Hour 6.13 work inspector Day 2.00 mazdoor Day 6.00 Total cost of Labour labour component/unit qty 20.30 Add contractor's profit and overhead charges 0.14 2.80 labour component/unit qty (including contractor's profit) 23.10 1 2 3 4 5 6 7 8
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6930.62 2650.24 8024.80 4092.00 21441.60 15465.60 30.60 255.90 2415.00 1933.20 8227.69 6793.88 205.00 78466.13
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 824.56 1632.80 7348.80 288.30 918.60 1396.41 740.00 1770.00 14919.48
Rs: Rs: Rs: Rs:
0.00 78466.13 14919.48 93385.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 735.36 cum cum (A+B+C+D)/735.36 Rate per
IRR-CAW-3-3
Rs: 13073.98 Rs: 106459.58 Rs. 144.80
Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars Nill
UNIT : Unit
Quantity 0.00 0.00
768.00 cum Rate in Rs. 0.00 0.00
Amount in Rs. 0.00 0.00
154
Canal and Allied Works - Item Unit Rates 2014-15
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 6 Nos Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
Quantity 4.22 4.22 8.00 8.00 48.00 48.00 3.00 3.00 6.00 6.00 7.82 7.82 2.00
Quantity
Crew for Dozer Hour 4.22 Crew for Shovel Hour 8.00 Crew for Tipper Hour 48.00 Crew for Pump Hour 3.00 Crew for Water tanker Hour 6.00 Crew for Roller Hour 7.82 work inspector Day 2.00 mazdoor Day 6.00 Total cost of Labour labour component/unit qty 20.00 Add contractor's profit and overhead charges 0.14 2.80 labour component/unit qty (including contractor's profit) 22.80 1 2 3 4 5 6 7 8
Rs:
0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 7239.41 2768.32 8024.80 4092.00 21441.60 15465.60 30.60 255.90 2415.00 1933.20 10496.00 8666.91 82.00 82911.34
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 861.30 1632.80 7348.80 288.30 918.60 1781.40 740.00 1770.00 15341.20
Rs: Rs: Rs: Rs:
0.00 82911.34 15341.20 98252.54
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 768.00 cum cum (A+B+C+D)/768 Rate per
IRR-CAW-3-4
Rs: 13755.36 Rs: 112007.90 Rs. 145.80
Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
Nill
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
768.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate
Amount
155
Canal and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5 6 7
Angle dozer 90 hp Fuel / Energy charges Shovel 0.5 cum Fuel / Energy charges Tippers 5 cum of 6 Nos Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
Crew for Dozer Hour Crew for Shovel Hour Crew for Tipper Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5 6 7 8
4.22 4.22 8.00 8.00 48.00 48.00 3.00 3.00 6.00 6.00 6.40 6.40 5.00
Quantity 4.22 8.00 48.00 3.00 6.00 6.40 2.00 6.00
0.14
in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
in Rs. 7239.41 2768.32 8024.80 4092.00 21441.60 15465.60 30.60 255.90 2415.00 1933.20 8590.08 7093.12 205.00 79554.63
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs: 19.60 2.70 22.30
Amount in Rs. 861.30 1632.80 7348.80 288.30 918.60 1457.92 740.00 1770.00 15017.72
Rs: Rs: Rs: Rs:
0.00 79554.63 15017.72 94572.35
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 768.00 cum cum (A+B+C+D)/768 Rate per IRR-CAW-3-5
Rs: 13240.13 Rs: 107812.48 Rs. 140.40
Providing semi-pervious / pervious casing embankment using soil from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2
Description
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges
Unit Hour Hour Hour Hour
Quantity 4.22 4.22 8.00 8.00
768.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50
Amount in Rs. 7239.41 2768.32 8024.80 4092.00
156
Canal and Allied Works - Item Unit Rates 2014-15
3 4 5
Tippers 5.00 cum capacity 6 Nos. Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No 1 2 3 4 5 6
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Day Day
48.00 446.70 48.00 322.20 6.40 1342.20 6.40 1108.30 2.00 41.00 Rs:
Quantity 4.22 8.00 48.00 6.40 2.00 6.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
21441.60 15465.60 8590.08 7093.12 82.00 74796.93
Rate in Rs. 204.10 204.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 861.30 1632.80 7348.80 1457.92 740.00 1770.00 13810.82
Rs: Rs: Rs: Rs:
0.00 74796.93 13810.82 88607.75
18.00 0.14 2.50 20.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 768.00 cum cum (A+B+C+D)/768 Rate per
Rs: 12405.09 Rs: 101012.84 Rs. 131.50
IRR-CAW-4
EMBANKMENT WORKS USING EXCAVATED SOIL :
IRR-CAW-4-1
Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
C. LABOUR: Sl No 1
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Crew for Dozer
Hour
Quantity 3.60 3.60 3.00 3.00 5.00 5.00 7.30 7.30 2.00
Quantity 3.60
600.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6175.80 2361.60 30.60 255.90 2012.50 1611.00 9798.06 8090.59 82.00 30418.05
Rate in Rs. 204.10
Amount in Rs. 734.76
157
Canal and Allied Works - Item Unit Rates 2014-15
2 3 4 5 6
Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 8.30 Add contractor's profit and overhead charges 0.14 1.20 labour component/unit qty (including contractor's profit) 9.50
3.00 5.00 7.30 1.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 600.00 cum cum (A+B+C+D)/600 Rate per
IRR-CAW-4-2
96.10 153.10 227.80 370.00 295.00 Rs:
288.30 765.50 1662.94 370.00 1180.00 5001.50
Rs: Rs: Rs: Rs:
0.00 30418.05 5001.50 35419.55
Rs: Rs: Rs.
4958.74 40378.29 67.30
Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
Nill
1
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
C. LABOUR: Sl No
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Quantity 3.60 3.60 3.00 3.00 5.00 5.00 6.06 6.06 5.00
Quantity
Crew for Dozer Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 8.50 Add contractor's profit and overhead charges 0.14 1.20 labour component/unit qty (including contractor's profit) 9.70 1 2 3 4 5 6
3.60 3.00 5.00 6.06 2.00 4.00
600.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6175.80 2361.60 30.60 255.90 2012.50 1611.00 8133.73 6716.30 205.00 27502.43
Rate in Rs. 204.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 734.76 288.30 765.50 1380.47 740.00 1180.00 5089.03
ABSTRACT:
158
Canal and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 600.00 cum cum (A+B+C+D)/600 Rate per
IRR-CAW-4-3
Rs: Rs: Rs: Rs:
0.00 27502.43 5089.03 32591.46
Rs: Rs: Rs.
4562.8 37154.26 61.90
Providing semi-pervious / pervious casing hearting embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
Nill
1
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
C. LABOUR: Sl No
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Quantity 3.60 3.60 3.00 3.00 5.00 5.00 7.30 7.30 2.00
Quantity
Crew for Dozer Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 8.30 Add contractor's profit and overhead charges 0.14 1.20 labour component/unit qty (including contractor's profit) 9.50 1 2 3 4 5 6
3.60 3.00 5.00 7.30 1.00 4.00
600.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6175.80 2361.60 30.60 255.90 2012.50 1611.00 9798.06 8090.59 82.00 30418.05
Rate in Rs. 204.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 734.76 288.30 765.50 1662.94 370.00 1180.00 5001.50
Rs: Rs: Rs: Rs:
0.00 30418.05 5001.50 35419.55
Rs: Rs: Rs.
4958.74 40378.29 67.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 600.00 cum cum (A+B+C+D)/600 Rate per
159
Canal and Allied Works - Item Unit Rates 2014-15
IRR-CAW-4-4
Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.
RATE ANALYSIS
DATA: A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
Nill
1
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
Quantity 3.60 3.60 3.00 3.00 5.00 5.00 6.1 6.1 5.00
Quantity
Crew for Dozer Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 8.50 Add contractor's profit and overhead charges 0.14 1.20 labour component/unit qty (including contractor's profit) 9.70 1 2 3 4 5 6
3.60 3.00 5.00 6.1 2.00 4.00
600.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6175.80 2361.60 30.60 255.90 2012.50 1611.00 8133.73 6716.30 205.00 27502.43
Rate in Rs. 204.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 734.76 288.30 765.50 1380.47 740.00 1180.00 5089.03
Rs: Rs: Rs: Rs:
0.00 27502.43 5089.03 32591.46
Rs: Rs: Rs.
4562.8 37154.26 61.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 600.00 cum cum (A+B+C+D)/600 Rate per
IRR-CAW-4-5
Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
600.00 cum Rate
Amount
160
Canal and Allied Works - Item Unit Rates 2014-15
Nill
1
0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3
Description
Unit
Angle dozer 90 hp Fuel / Energy charges Vibratory Roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No 1 2 3 4
Crew for Dozer Crew for Roller work inspector mazdoor
Quantity 3.60 3.60 6.06 6.06 2.00
Quantity
Hour Hour Day Day
3.60 6.06 1.00 4.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
in Rs. 0.00 0.00 Rs:
0.00
Rate in Rs. 1715.50 656.00 1342.20 1108.30 41.00 Rs:
Amount in Rs. 6175.80 2361.60 8133.73 6716.30 82.00 23469.43
Rate in Rs. 204.10 227.80 370.00 295.00 Rs:
Amount in Rs. 734.76 1380.47 370.00 1180.00 3665.23
Rs: Rs: Rs: Rs:
0.00 23469.43 3665.23 27134.66
Rs: Rs: Rs.
3798.85 30933.51 51.60
6.10 0.14 0.90 7.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 600.00 cum cum (A+B+C+D)/600 Rate per IRR-CAW-4-6
in Rs.
Providing compacted embankment for field irrigation channels with gravely soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1
C. LABOUR: Sl No 1 2 3 4
Description
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
Crew for pump work inspector Crowbarman for loosening soil mazdoor For excavation at borrow area
Quantity 1.00 1.00
Quantity
25.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 10.20 85.30 95.50
Amount in Rs. 96.10 370.00 862.50 1475.00
Hour Day Day
1.00 1.00 2.50
Rate in Rs. 96.10 370.00 345.00
Day
5.00
295.00
0.00
161
Canal and Allied Works - Item Unit Rates 2014-15
For spreading / levelling / sectioning for loading soil
Day Day
2.50 5.00
295.00 295.00
737.50 1475.00
Cartman with Bullock cart for water Day 1.00 Bullock drawn roller for rolling Day 1.00 Total cost of Labour labour component/unit qty 230.20 Add contractor's profit and overhead charges 0.14 32.20 labour component/unit qty (including contractor's profit) 262.40
370.00 370.00 Rs:
370.00 370.00 5756.10
Rs: Rs: Rs: Rs:
0.00 95.50 5756.10 5851.60
Rs: Rs: Rs.
819.22 6670.82 266.80
5 6
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 25.00 cum cum (A+B+C+D)/25 Rate per IRR-CAW-5
FOUNDATION FILLING WORKS :
IRR-CAW-5-1
Providing rubble and sand filling in layers of 22.5 to 30 cm including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2
UNIT :
particulars
Unit
Rubble stones at quarry Sand for filling Total cost of Materials
cum cum
B. MACHINERY: Sl No
Description
Unit
Nil
1
Quantity 10.00 4.00
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description mazdoor
Unit Day
Quantity 4.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 cum Rate in Rs. 318.00 342.00 Rs:
Amount in Rs. 3180.00 1368.00 4548.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1180.00 1180.00
Rs: Rs: Rs: Rs:
4548.00 0.00 1180.00 5728.00
Rs: Rs: Rs.
801.92 6529.92 653.00
118.00 0.14 16.50 134.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 cum cum (A+B+C+D)/10 Rate per
IRR-CAW-5-2
Providing rubble and Murum filling in layers of 22.5 to 30 cm including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.
162
Canal and Allied Works - Item Unit Rates 2014-15
RATE ANALYSIS
DATA A. MATERIALS: Sl No 1 2
UNIT :
particulars
Unit
Rubble stones at quarry Murum Total cost of Materials
cum cum
B. MACHINERY: Sl No
Description
Unit
Quantity 10.00 4.00
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description mazdoor
Unit
Quantity
Day
4.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 cum Rate in Rs. 318.00 107.00 Rs:
Amount in Rs. 3180.00 428.00 3608.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1180.00 1180.00
Rs: Rs: Rs: Rs:
3608.00 0.00 1180.00 4788.00
Rs: Rs: Rs.
670.32 5458.32 545.80
118.00 0.14 16.50 134.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 cum cum (A+B+C+D)/10 Rate per
IRR-CAW-5-3
Providing and laying 25 cm thick sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
Sand for Filling
UNIT : Unit cum
Quantity 25.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description mazdoor
Unit
Quantity
Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
5.00
100.00 sqm Rate in Rs. 342.00 0.00 Rs:
Amount in Rs. 8550.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1475.00 1475.00
8550.00
14.80 0.14 2.10 16.90
ABSTRACT:
163
Canal and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100 Rate per
Rs: Rs: Rs: Rs:
8550.00 0.00 1475.00 10025.00
Rs: Rs: Rs.
1403.5 11428.50 114.30
IRR-CAW-5-3-A Providing and laying sand blanket below embankment including cost of all (New Item3- 2011-12) materials, machinery, labour, spreading to specified thickness etc., complete with initial lead
upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
Sand for Filling
UNIT : Unit cum
Quantity 100.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description mazdoor
Unit Day
Quantity 20.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
100.00 cum Rate in Rs. 342.00 0.00 Rs:
Amount in Rs. 34200.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 5900.00 5900.00
Rs: Rs: Rs: Rs:
34200.00 0.00 5900.00 40100.00
Rs: Rs: Rs.
5614 45714.00 457.10
59.00 0.14 8.30 67.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 cum cum (A+B+C+D)/100 Rate per IRR-CAW-5-4
34200.00
Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
particulars
Rubble Stone chips Sundries
UNIT : Unit cum cum LS
Total cost of Materials
Quantity 100.00 15.00 2.00
100.00 cum Rate in Rs. 318.00 340.00 41.00 Rs:
Amount in Rs. 31800.00 5100.00 82.00 36982.00
B. MACHINERY:
164
Canal and Allied Works - Item Unit Rates 2014-15
Sl No
Description
1
Nil
Unit
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class-II mazdoor
Unit Day Day Day
Quantity 1.00 7.00 19.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 2415.00 5605.00 8390.00
Rs: Rs: Rs: Rs:
36982.00 0.00 8390.00 45372.00
Rs: Rs: Rs.
6352.08 51724.08 517.20
83.90 0.14 11.70 95.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 cum (A+B+C+D)/100 cum Rate per
IRR-CAW-5-5
0.00
Providing and constructing longitudinal and cross graded filter drains using sand and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with initial lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
100.00 cum Rate in Rs. 462.00
Amount in Rs. 35481.60 21054.00
1
Sand (Un-Screened )
cum
76.80
2
Coarse aggregate 20-10 mm 75 %
cum
17.40 1210.00
3
Coarse aggregate 10 mm down 25 % Total cost of Materials
cum
B. MACHINERY: Sl No
Description
Unit
Nil
1
5.80
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description work inspector mazdoor
Unit Day Day
Quantity 1.00 36.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
875.00 Rs:
5075.00 61610.60
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 10620.00 10990.00
Rs: Rs: Rs:
61610.60 0.00 10990.00
0.00
109.90 0.14 15.40 125.30
165
Canal and Allied Works - Item Unit Rates 2014-15
Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 cum cum (A+B+C+D)/100 Rate per
IRR-CAW-5-6
DATA:
Rs:
72600.60
Rs: Rs: Rs.
10164.08 82764.68 827.60
Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts. RATE ANALYSIS A. MATERIALS: Particulars Sl.No 12 mm to 40 mm metal 1 2 Sand (Un-Screened ) Total cost of Materials B. MACHINERY Description Sl.No 1
Unit Cum cum
Unit
Excavation of drain with Excavator Total hire charges of Machinery
Unit: Qty
100 mt Rate in RAmount in Rs. 13.5 1145.00 15457.50 36 462.00 16632.00 Rs. 32089.5
Quantity
Cum
45
Rate in RAmount in Rs. 35.00 Total Rs.
1575.00 1575
C. LABOUR Sl.No 1 2
Particulars Rate in RAmount in Rs. Unit Qty Labour for Sand laying Cum 5.14 295.00 1516.30 Labour for Metal laying Cum 1.93 295.00 569.35 Total cost of Labour Rs. 2085.65 labour component/unit qty 20.90 Add contractor's profit and overhead charges 0.14 2.90 labour component/unit qty (including contractor's profit) 23.80 ABSTRACT A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs. Rs. Rs. Total Rs:
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 mt mt (A+B+C+D)/100 Rate per
IRR-CAW-5-7
Rs: Rs: Rs.
32089.5 1575 2085.65 35750.15 5005.02 40755.17 407.60
Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.
DATA
Rate Analysis
Unit
1 Plug
A. MATERIALS: Sl.No 1 2 3
Particulars Coarse aggregate Sand (Un-Screened ) Cement Total cost of Materials
Unit Cum cum Kg
Rate in Amount in Qty Rs Rs. 0.08 1210.00 97.28 0.203 462.00 93.79 1.181 4.00 4.72 Rs. 195.79
B. MACHINERY Sl.No 1 2
Description Excavation of drain with Excavator Machine mixing Charges Total hire charges of Machinery
Unit Cum Cum
Quantity 0.27 0.003
Rate in Rs. 35.00 328.60 Total Rs.
Amount in Rs. 9.45 0.99 10.44
166
Canal and Allied Works - Item Unit Rates 2014-15
C. LABOUR Rate in Amount in Sl.No Particulars Unit Qty Rs Rs. 1 Mazdoor Day 0.30 295.00 88.50 Total cost of Labour Rs. 88.50 labour component/unit qty 88.50 Add contractor's profit and overhead charges 0.14 12.40 labour component/unit qty (including contractor's profit) 100.90 ABSTRACT A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs. Rs. Rs. Total Rs:
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 1.00 Plug each plug (A+B+C+D)/1.0 Rate per
IRR-CAW-5-8
195.79 10.44 88.50 294.73
Rs: Rs: Rs.
41.26 335.99 336.00
Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of 15 cm thick sand layers and 20 cm thick 20 mm down coarse aggregate layer using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
100.00 cum Rate in Rs. 462.00
Amount in Rs. 27720.00
1
Sand (Un-Screened )
cum
60.00
2
Coarse aggregate 20-10 mm 75 %
cum
30.00 1210.00
36300.00
3
Coarse aggregate 10 mm down 25 % Total cost of Materials
cum
10.00
875.00 Rs:
8750.00 72770.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 10620.00 10990.00
Rs: Rs: Rs: Rs:
72770.00 0.00 10990.00 83760.00
Rs: Rs: Rs.
11726.4 95486.40 954.90
B. MACHINERY: Sl No
Description
Unit
Nil
1
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description work inspector mazdoor
Unit Day Day
Quantity 1.00 36.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
109.90 0.14 15.40 125.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 cum cum (A+B+C+D)/100.0 Rate per
167
Canal and Allied Works - Item Unit Rates 2014-15
IRR-CAW-5-9
Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter creiteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.
RATE ANALYSIS
DATA: A. MATERIALS: Sl No 1 2 3 4
UNIT :
particulars
Unit
Sand (Un-Screened ) Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm down Total cost of Materials
cum cum cum cum
B. MACHINERY: Sl No
Description
Unit
Nil
1
Quantity 58.77 52.70 50.70 13.80
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description work inspector mazdoors
Unit Day Day
Quantity 1.00 60.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
176.00 cum Rate Amount in Rs. in Rs. 462.00 27151.74 1145.00 60341.50 1210.00 61347.00 875.00 12075.00 Rs: 160915.24
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 17700.00 18070.00
102.70 0.14 14.40 117.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 176.00 cum cum (A+B+C+D)/176.0 Rate per
Rs: 160915.24 Rs: 0.00 Rs: 18070.00 Rs: 178985.24 Rs: 25057.93 Rs: 204043.17 Rs. 1159.30
IRR-CAW-5-10 Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter (a) fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m a. for aggregate and all leads for fabric and all lifts. Using 200 gsm filter fabric.
168
Canal and Allied Works - Item Unit Rates 2014-15
RATE ANALYSIS
DATA: A. MATERIALS: Sl No 1 2
particulars
PP filter fabric 200 gsm 20 - 10 mm CA @ 75 % 10 mm down CA @ 25 % Total Cost of materials
B. MACHINERY: Sl No
Description
UNIT : Unit sqm cum cum
Unit
Quantity
Rate in Rs. 210.00 132.00 15.00 1210.00 5.00 875.00 Rs:
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description work inspector mazdoor
Unit
Quantity
Day Day
1.00 7.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
100.00 sqm Amount in Rs. 27720.00 18150.00 4375.00 50245.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 2065.00 2435.00
Rs: Rs: Rs: Rs:
50245.00 0.00 2435.00 52680.00
Rs: Rs: Rs.
7375.2 60055.20 600.60
24.40 0.14 3.40 27.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per
IRR-CAW-5-11 Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter (b) fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts. b. Using 250 gsm filter fabric.
Data
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
Unit
PP filter fabric 250 gsm 20 - 10 mm CA @ 75 % 10 mm down CA @ 25 % Total cost of Materials
sqm cum cum
B. MACHINERY: Sl No 1
UNIT :
Description
Unit
Nil
Quantity
Rate in Rs. 210.00 154.00 15.00 1210.00 5.00 875.00 Rs:
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
Unit
100.00 sqm
Quantity
Amount in Rs. 32340.00 18150.00 4375.00 54865.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate
Amount
169
Canal and Allied Works - Item Unit Rates 2014-15
1 2
work inspector mazdoor
Day Day
1.00 7.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
in Rs. 370.00 295.00 Rs:
in Rs. 370.00 2065.00 2435.00
Rs: Rs: Rs: Rs:
54865.00 0.00 2435.00 57300.00
Rs: Rs: Rs.
8022 65322.00 653.20
24.40 0.14 3.40 27.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per IRR-CAW-6
ROCK FILL WORKS :
IRR-CAW-6-1
Providing and constructing rockfill casing to canal embankment with graded stones and spalls from approved quarry including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with initial lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2
UNIT :
particulars
Unit
Rubble stones ( at quarry ) Stone chips / spalls ( at quarry ) Total cost of Materials
cum
B. MACHINERY: Sl No
Description
Unit
Quantity 100.00 15.00
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Mason Cl- II mazdoor
Unit
Quantity
Day Day
6.00 8.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
100.00 cum Rate in Rs. 318.00 340.00 Rs:
Amount in Rs. 31800.00 5100.00 36900.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 2070.00 2360.00 4430.00
Rs: Rs: Rs: Rs:
36900.00 0.00 4430.00 41330.00
Rs: Rs: Rs.
5786.2 47116.20 471.20
44.30 0.14 6.20 50.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 cum cum (A+B+C+D)/100.0 Rate per
IRR-CAW-6-2
Providing and constructing rockfill casing to canal embankment with graded stones and spalls available in dump yard (spoil bank) including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with initial lead upto 50 m and all lifts.
170
Canal and Allied Works - Item Unit Rates 2014-15
Note:
Stones and spalls available in dump yard shall be issued at specified issue rate.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
Rubble stones at dump yard
2
Stone chips ( spalls ) at dump yard Total cost of Materials
B. MACHINERY: Sl No
Description
UNIT : Unit cum
Quantity 100.00
Unit
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description Mason Cl- II Crowbarman mazdoor
Rate in Rs. 155.00
Amount in Rs. 15500.00
175.00 Rs:
2625.00 18125.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 345.00 295.00 Rs:
Amount in Rs. 2070.00 690.00 2950.00 5710.00
Rs: Rs: Rs: Rs:
18125.00 0.00 5710.00 23835.00
Rs: Rs: Rs.
3336.9 27171.90 271.70
15.00
Nil
1
100.00 cum
Unit Day Day Day
Quantity 6.00 2.00 10.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
57.10 0.14 8.00 65.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 cum cum (A+B+C+D)/100.0 Rate per IRR-CAW-7
CANAL LINING WORKS :
IRR-CAW-7-1
Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including spreading soil in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 98 percent or as stipulated, dressing to required profile etc., complete with initial lead upto 1 km and all lifts.
DATA:
Capacity of shovel bucket Capacity of shovel bucket under heaped condition Capacity of tipper Lead for conveyance of soil Speed for loaded tipper under haul road condition Speed for empty tipper under haul road condition Turning and unloading time Shovel digging and loading cycle per bucket In-situ qty / bucket for 15 % bulkage of soil ( 0.58 /1.15 ) In-situ quantity per load for 20 % bulkage of soil ( 5.0 /1.2 ) Number of buckets per load ( 4.00 / 0.50 ) Cycle time for loading 8 buckets ( 8 x 32 / 60 ) Round trip cycle time for tipper: Ideal cycle time of shovel for digging & loading Time for 1km haulage under load ( 60 / 20 ) Time for turning and un-loading Time for 1 km return trip ( 60 / 25 ) Time for turning and spotting
: : : : : : : : : say : say : say :
0.50 0.58 5.00 1 20 25 2.00 32 0.50 4.00 8 4.30
cum cum cum km km / hr km / hr min sec cum cum buckets min
: : : : :
4.30 3.00 2.00 2.40 0.50
min min min min min
171
Canal and Allied Works - Item Unit Rates 2014-15
1
2
3
4
5
Total : 12.20 min No. of tippers to match corrected cycle time of shovel ( 12.60 / 4.00 ) : 3 Nos Output of tipper / hr with 50 min working / hr ( 50 x 4.00 / 12.20 ) : 16.40 cum Output for 3 tippers per day ( 3 x 16.40 x 8 ) say : 394 cum Stripping of borrow area : Generally borrow area is stripped once in a week for 6 days requirement of soil. Area to be stripped assuming 2.0 m depth of cut ( 394 x 6 / 2.0 ) : 1182 sqm Depth of stripping : 0.2 m Quantity of stripping considering 5 % extra area ( 1182x1.05x0.20 ) : 248 cum Output of dozer per hr with 50 min / hr working for stripping : 72 cum Time required for stripping 248 cum : 3.5 hours Consider 5 hours including time for levelling stripped siol / shifting time. Requirement of dozer for one day work of 394 cum say : 1.00 hours Collection of soil for embankment: Deploy one 0.50 cum capacity shovel for 8 hours for digging and loading soil. Deploy 3 tippers of 5.00 cum capacity for 8 hours to convey soil to embankment area. Spreading soil in 15 cm layer: In view of narrow width spreading soil by dozer is generally not be possible. Soil collected in heaps along the edge of the canal can be pushed down by dozer to the extent required and further spreading in layers of specified thickness has to be carried out by manual labour. Deploy dozer for 2.00 hour for pushing soil. Output of mazdoor for levelling per day : 20 cum Consider 27 mazdoors for levelling 551.6 cum soil including extra soil to be laid for roller margin. Watering; Generally soil in the borrow area will be in moist condition. In the beginning of the season no watering may be necessary and in summer months about 8 to 10 percent watering may be needed to maintain soil moisture within OMC plus or minus 3 percent limit. Assuming seasonal average of 5 % watering by weight, the daily requirement of water for 394 cum of embankment will be about 4 tanker loads of 8000 ltrs each. Deploy 8000 ltr capacity water tanker for 4 hours daily for watering before rolling. Consider 2 mazdoors for spraying water. Compaction: Since dozer is not considered for spreading soil about 25 percent extra roller passes needed. Generally about 10 to 12 passes of diesel road roller is adequate for achieving 98 percent density control for 25 cm thick loose layer. Effective length of roller drum : 1.50 m Speed of roller per hour : 3.00 km Thickness of layer : 0.15 m Number of roller passes to achieve specified density control : 12 Nos Output of roller / hr with 50 min /hr working and 75 % effenciancy 50 / 60 ( 1.5 x 3000 x 0.15 x 0.75 / 12 ) 35.15625 say : 35.15 cum/hour Time for rolling 394 cum spread soil 11.2091 say : 11.5 hours Sorting out/ sectioning etc : Assume 4 mazdoors for sorting out. No extra labour required for sectioning as trimming roller margin forms part of the soil collection for bed lining.However 5 mazdoors considered for finishing to required slopes.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nil
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4
Description
Shovel 0.5 cum Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Tipper 5 cum Fuel / Energy charges Pump 5 hp ( diesel )
Unit Hour Hour Hour Hour Hour Hour Hour
Quantity 8.00 8.00 3.00 3.00 24.00 24.00 4.00
394.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1003.10 511.50 1715.50 656.00 446.70 322.20 10.20
Amount in Rs. 8024.80 4092.00 5146.50 1968.00 10720.80 7732.80 40.80
172
Canal and Allied Works - Item Unit Rates 2014-15
5 6 7
Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Diesel road roller 8-10 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour LS
Description
Unit
C. LABOUR: Sl No
4.00 4.00 4.00 11.50 11.50 5.00
Quantity
Crew for Shovel Hour 8.00 Crew for Dozer Hour 3.00 Crew for Tipper Hour 24.00 Crew for Pump Hour 4.00 Crew for Water tanker Hour 4.00 Crew for Road roller Hour 11.50 work inspector Day 2.00 mazdoor Day 38.00 Total cost of Labour labour component/unit qty 53.20 Add contractor's profit and overhead charges 0.14 7.40 labour component/unit qty (including contractor's profit) 60.60 1 2 3 4 5 6 7 8
85.30 402.50 322.20 197.20 767.30 41.00 Rs:
341.20 1610.00 1288.80 2267.80 8823.95 205.00 52262.45
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 182.20 370.00 295.00 Rs:
Amount in Rs. 1632.80 612.30 3674.40 384.40 612.40 2095.30 740.00 11210.00 20961.60
Rs: Rs: Rs: Rs:
0.00 52262.45 20961.60 73224.05
Rs: Rs: Rs.
10251.37 83475.42 211.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 394.00 cum cum (A+B+C+D)/394.0 Rate per
IRR-CAW-7-2
Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including spreading soil in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with initial lead upto 1 km and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nil
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6
Description
Shovel 0.5 cum Fuel / Energy charges Angle dozer 90 hp Fuel / Energy charges Tippers 5 cum Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Diesel road roller 8-10 tonnes Fuel / Energy charges
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
Quantity 8.00 8.00 3.00 3.00 24.00 24.00 4.00 4.00 4.00 4.00 10.00 10.00
394.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1003.10 511.50 1715.50 656.00 446.70 322.20 10.20 85.30 402.50 322.20 197.20 767.30
Amount in Rs. 8024.80 4092.00 5146.50 1968.00 10720.80 7732.80 40.80 341.20 1610.00 1288.80 1972.00 7673.00
173
Canal and Allied Works - Item Unit Rates 2014-15
7
Sundries Total hire charges of Machinery
LS
Description
Unit
C. LABOUR: Sl No
5.00
Quantity
Crew for Shovel Hour 8.00 Crew for Dozer Hour 3.00 Crew for Tipper Hour 24.00 Crew for Pump Hour 4.00 Crew for Water tanker Hour 4.00 Crew for Road roller Hour 10.00 work inspector Day 2.00 mazdoor Day 38.00 Total cost of Labour labour component/unit qty 52.50 Add contractor's profit and overhead charges 0.14 7.40 labour component/unit qty (including contractor's profit) 59.90 1 2 3 4 5 6 7 8
41.00 Rs:
205.00 50815.70
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 182.20 370.00 295.00 Rs:
Amount in Rs. 1632.80 612.30 3674.40 384.40 612.40 1822.00 740.00 11210.00 20688.30
Rs: Rs: Rs: Rs:
0.00 50815.70 20688.30 71504.00
Rs: Rs: Rs.
10010.56 81514.56 206.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 394.00 cum cum (A+B+C+D)/394.0 Rate per
IRR-CAW-7-3
Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heaps along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from canal excavation in CNS soil reach including spreading in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nil
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5
C. LABOUR: Sl No 1 2 3
Description
Unit
Angle Dozer 90 hp Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Diesel road roller 8-10 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Unit
Crew for Dozer Crew for Pump Crew for Water tanker
Hour Hour Hour
Quantity 1.50 1.50 5.00 5.00 5.00 5.00 13.00 13.00 5.00
Quantity 1.50 5.00 5.00
394.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 10.20 85.30 402.50 322.20 197.20 767.30 41.00 Rs:
Amount in Rs. 2573.25 984.00 51.00 426.50 2012.50 1611.00 2563.60 9974.90 205.00 20401.75
Rate in Rs. 204.10 96.10 153.10
Amount in Rs. 306.15 480.50 765.50
174
Canal and Allied Works - Item Unit Rates 2014-15
4 5 6
Crew for Road roller Hour 13.00 work inspector Day 2.00 mazdoor Day 38.00 Total cost of Labour labour component/unit qty 40.30 Add contractor's profit and overhead charges 0.14 5.60 labour component/unit qty (including contractor's profit) 45.90 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 394.00 cum cum (A+B+C+D)/394.0 Rate per
IRR-CAW-7-4
2368.60 740.00 11210.00 15870.75
Rs: Rs: Rs: Rs:
0.00 20401.75 15870.75 36272.50
Rs: Rs: Rs.
5078.15 41350.65 105.00
Providing and fixing 20 x 20 x 75 cm size top surface neatly dressed canal bed level stones including cost of all materials, labour, excavation, fixing in position to correct level etc., complete with lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
Rough stone 20x20x75 cm
UNIT : Unit Each
Quantity 32.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Nil
1
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
Unit
Quantity
work inspector Day 1.00 Stone chiseller Cl- I Day 2.00 mazdoor Day 2.00 Total cost of Labour labour component/unit qty 54.10 Add contractor's profit and overhead charges 0.14 7.60 labour component/unit qty (including contractor's profit) 61.70 1 2 3
32 Nos. Rate in Rs. 23.00 0.00 Rs:
Amount in Rs. 736.00 0.00 736.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 370.00 385.00 295.00 Rs:
Amount in Rs. 370.00 770.00 590.00 1730.00
Rs: Rs: Rs: Rs:
736.00 0.00 1730.00 2466.00
Rs: Rs: Rs.
345.24 2811.24 87.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 32.00 Nos. each (A+B+C+D)/32.0 Rate per
IRR-CAW-7-5
182.20 370.00 295.00 Rs:
0.00
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, tying with 1.25 mm dia. soft annealed steel wire, welding wherever required including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts.
175
Canal and Allied Works - Item Unit Rates 2014-15
RATE ANALYSIS
DATA A. MATERIALS: Sl No 1 2 3
UNIT : 1000.00 kg
particulars
Unit
Rein.Steel with 5 % wastage Binding wire 1.25 mm dia Sundries ( chairs / spacers etc ) Total cost of Materials
kg kg LS
B. MACHINERY: Sl No
Description
Unit
Quantity 1050.00 8.00 10.00
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Bar bender mazdoor
Unit
Quantity
Day Day
6.00 11.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 46.50 70.00 41.00 Rs:
Amount in Rs. 48825.00 560.00 410.00 49795.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 450.00 295.00 Rs:
Amount in Rs. 2700.00 3245.00 5945.00
Rs: Rs: Rs: Rs:
49795.00 0.00 5945.00 55740.00
Rs: Rs: Rs.
7803.6 63543.60 63.50
5.90 0.14 0.80 6.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 1000.00 kg (A+B+C+D)/1000.0 kg Rate per
IRR-CAW-7-6
Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. (43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)
DATA:
RATE ANALYSIS A. MATERIALS: particulars Sl No 1 2 3 4 5 6 7
Cement 43 Gr Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Fine aggregate (Un-Screened ) Super plasticiser PVC sealing strip Use rate of paving cylinder Sundries Total cost of Materials
UNIT : Unit
Quantity
kg cum cum cum kg Rm sqm LS
23760.00 41.18 22.18 35.64 95.04 640.00 960.00 5.00
960 sqm Rate Amount in Rs. in Rs. 4.00 95040.00 1210.00 49832.64 875.00 19404.00 462.00 16465.68 80.00 7603.20 44.00 28160.00 0.88 842.40 41.00 205.00 Rs: 217552.92
B. MACHINERY:
176
Canal and Allied Works - Item Unit Rates 2014-15
Sl No 1 2 3 4 5 6 7
8 9
Description
Unit
Quantity
Batching plant Lubricants etc @ 5 % Transit mixer 3 Nos Fuel / Energy charges Mechanical paver Lubricants etc @ 5 % DG set for batching plant 50 KVA Fuel / Energy charges DG set for paver 30 KVA Fuel / Energy charges Shovel 0.5 cum / Loader Fuel / Energy charges Water tanker Fuel / Energy charges
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
8.00 8.00 24.00 24.00 8.00 8.00 8.00 8.00 8.00 8.00 2.00 2.00 8.00 8.00
Pump 5 hp(diesel) 2 Nos. 4 hrs each Fuel / Energy charges Sundries ( power line etc ) Total hire charges of Machinery
Hour Hour LS
8.00 8.00 5.00
C. LABOUR: Description Sl No
Unit
Quantity
Crew for Batching plant Hour 8.00 Crew for Transit mixer Hour 24.00 Crew for Concrete paver Hour 8.00 Crew for DG set Hour 16.00 Crew for Shovel Hour 2.00 Crew for Water tanker Hour 8.00 Crew for Pump Hour 16 Mason Class I Day 2 Mechanic Day 1 Fitter Day 1 Electrician Day 1 work inspector Day 2 mazdoor ( BP site ) Day 5 mazdoor ( Paver site ) Day 10 Total cost of Labour labour component/unit qty 24.30 Add contractor's profit and overhead charges 0.14 3.40 labour component/unit qty (including contractor's profit) 27.70 1 2 3 4 5 6 7 8 9 10 11 12 13 14
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Add for shifting & re-erection of BP @ Add for LH / RH shifting & erection of Paver @ Add for ledge cutting / erection of tracks etc @
2% 0.5% 1%
Amount in Rs. 3243.20 162.16 18201.60 22507.20 2852.00 142.60 680.80 8184.00 526.40 5456.00 2006.20 1023.00 3220.00 2577.60
10.20 85.30 41.00 Rs:
81.60 682.40 205.00 71751.76
Rate Amount in Rs. in Rs. 293.80 2350.40 244.90 5877.60 364.40 2915.20 113.90 1822.40 204.10 408.20 153.10 1224.80 96.10 1537.60 385.00 770.00 385.00 385.00 385.00 385.00 440.00 440.00 370.00 740.00 295.00 1475.00 295.00 2950.00 Rs: 23281.20
Rs: Rs: Rs: Total Rs: Rs: Rs: Total Rs: 14% Rs: cum @ 31.5 Rs./ cum @ 30.4 Rs./
D. Add for contractor's profit and overheads on (A+B+C+other 35.64 Lead Charges for 1 Km for FA 63.36 Lead Charges for 1 Km for CA Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 23.76 tonne @ Total cost for 960.00 sqm sqm (A+B+C+D)/960.0 Rate per
IRR-CAW-7-7
Rate in Rs. 405.40 20.27 758.40 937.80 356.50 17.83 85.10 1023.00 65.80 682.00 1003.10 511.50 402.50 322.20
217552.92 71751.76 23281.2 312585.88 6251.7176 1562.9294 3125.8588 323526.39 45293.69 1122.66 1926.14
124.6 Rs 2960.496 Rs: 374829.38 Rs. 390.40
Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,
177
Canal and Allied Works - Item Unit Rates 2014-15
finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. (43 Gr Cement content: 300 kg /cum (24 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:84.48 cum including the extra quantity of concrete for curvatures and bends etc.,)
DATA:
RATE ANALYSIS A. MATERIALS: particulars Sl No 1 2 3 4 5 6 7
Unit
Quantity
kg cum cum cum kg Rm sqm LS
25344.00 43.93 23.65 38.02 101.38 640.00 960.00 5.00
Unit
Quantity
Batching plant Lubricants etc @ 5 % Transit mixer 3 Nos Fuel / Energy charges Mechanical paver Lubricants etc @ 5 % DG set for batching plant 50 KVA Fuel / Energy charges DG set for paver 30 KVA Fuel / Energy charges Shovel 0.5 cum / Loader Fuel / Energy charges Water tanker Fuel / Energy charges
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
8.00 8.00 24.00 24.00 8.00 8.00 8.00 8.00 8.00 8.00 2.00 2.00 8.00 8.00
Pump 5 hp(diesel) 2 Nos. 4 hrs each Fuel / Energy charges Sundries ( power line etc ) Total hire charges of Machinery
Hour Hour LS
8.00 8.00 5.00
Cement 43 Gr Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Fine aggregate (Un-Screened ) Super plasticiser PVC sealing strip Use rate of paving cylinder Sundries Total cost of Materials
B. MACHINERY: Description Sl No 1 2 3 4 5 6 7
8 9
UNIT :
C. LABOUR: Description Sl No
Unit
Quantity
Crew for Batching plant Hour 8.00 Crew for Transit mixer Hour 24.00 Crew for Concrete paver Hour 8.00 Crew for DG set Hour 16.00 Crew for Shovel Hour 2.00 Crew for Water tanker Hour 8.00 Crew for Pump Hour 16 Mason Class I Day 2 Mechanic Day 1 Fitter Day 1 Electrician Day 1 work inspector Day 2 mazdoor ( BP site ) Day 5 mazdoor ( Paver site ) Day 10 Total cost of Labour labour component/unit qty 24.30 Add contractor's profit and overhead charges 0.14 3.40 labour component/unit qty (including contractor's profit) 27.70 1 2 3 4 5 6 7 8 9 10 11 12 13 14
960 sqm Rate Amount in Rs. in Rs. 4.00 101376.00 1210.00 53154.82 875.00 20697.60 462.00 17563.39 80.00 8110.08 44.00 28160.00 0.88 842.40 41.00 205.00 Rs: 230109.29
Rate in Rs. 405.40 20.27 758.40 937.80 356.50 17.83 85.10 1023.00 65.80 682.00 1003.10 511.50 402.50 322.20
Amount in Rs. 3243.20 162.16 18201.60 22507.20 2852.00 142.60 680.80 8184.00 526.40 5456.00 2006.20 1023.00 3220.00 2577.60
10.20 85.30 41.00 Rs:
81.60 682.40 205.00 71751.76
Rate Amount in Rs. in Rs. 293.80 2350.40 244.90 5877.60 364.40 2915.20 113.90 1822.40 204.10 408.20 153.10 1224.80 96.10 1537.60 385.00 770.00 385.00 385.00 385.00 385.00 440.00 440.00 370.00 740.00 295.00 1475.00 295.00 2950.00 Rs: 23281.20
178
Canal and Allied Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Add for shifting & re-erection of BP @ Add for LH / RH shifting & erection of Paver @ Add for ledge cutting / erection of tracks etc @
2% 0.5% 1%
Rs: Rs: Rs: Total Rs: Rs: Rs: Total Rs: 14% Rs: cum @ 31.5 Rs./ cum @ 30.4 Rs./
D. Add for contractor's profit and overheads on (A+B+C+other 38.02 Lead Charges for 1 Km for FA 67.58 Lead Charges for 1 Km for CA Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 25.34 tonne @ Total cost for 960.00 sqm sqm (A+B+C+D)/960.0 Rate per
IRR-CAW-7-8
230109.29 71751.76 23281.2 325142.25 6502.845 1625.7112 3251.4225 336522.23 47113.11 1197.504 2054.55
124.6 Rs 3157.8624 Rs: 390045.26 Rs. 406.30
Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othere side of canal etc., complete with initial lead upto 1 Km and all lifts. (43 Gr Cement content: 300 kg /cum (30 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:88 cum including the extra quantity of concrete for curvatures and bends etc.,)
DATA:
RATE ANALYSIS A. MATERIALS: Particulars Sl.No Cement 43 Gr 1 2 Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm 3 Fine aggregate (Un-Screened) 4 Super plasticiser 5 PVC sealing strip 6 Use rate of paving cylinder Total cost of Materials B. MACHINERY: Particulars Sl.No Batching plant 1 2 Transit mixer 3 Nos Fuel / Energy charges 3 Mechanical paver lubricants etc @ 5% 4 DG set for batching plant 50 KVA Fuel / Energy charges 5 DG set for paver 30 KVA Fuel / Energy charges 6 Shovel 0.5 cum / Loader Fuel / Energy charges 7 Water tanker Fuel / Energy charges 8
UNIT
:
Unit Kg cum cum cum kg Rm sqm
Qty
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
Qty
800 Sqm
26400 45.76 24.64 39.6 105.6 533 800
8 24 24 8 8 8 8 8 8 2.00 2.00 8 8
Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No Description
Unit
8 8
Quantity
Rate in RAmount 4.00 105600.00 1210.00 55369.60 875.00 21560.00 462.00 18295.20 80.00 8448.00 44.00 23452.00 0.8775 702.00 Rs. 233426.8
Rate in RAmount 405.40 3243.20 758.40 18201.60 937.80 22507.20 356.50 2852.00 17.83 142.60 85.10 680.80 1023.00 8184.00 65.80 526.40 682.00 5456.00 1003.10 2006.20 511.50 1023.00 402.50 3220.00 322.20 2577.60 10.20 85.30 Rs.
Rate
81.60 682.40 71384.6
Amount
179
Canal and Allied Works - Item Unit Rates 2014-15
Crew for Batching plant Hour 8.00 Crew for Transit mixer Hour 24.00 Crew for Concrete paver Hour 8.00 Crew for DG set Hour 16.00 Crew for Shovel Hour 2.00 Crew for Water tanker Hour 8 Crew for Pump Hour 8 Mason Class I Day 2 Mechanic Day 1 Fitter Day 1 Electrician Day 1 work inspector Day 2 mazdoor ( BP site ) Day 5 mazdoor ( Paver site ) Day 10 Total cost of Labour labour component/unit qty 28.10 Add contractor's profit and overhead charges 0.14 3.90 labour component/unit qty (including contractor's profit) 32.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14
in Rs. in Rs. 293.80 2350.40 244.90 5877.60 364.40 2915.20 113.90 1822.40 204.10 408.20 153.10 1224.80 96.10 768.80 385.00 770.00 385.00 385.00 385.00 385.00 440.00 440.00 370.00 740.00 295.00 1475.00 295.00 2950.00 Rs: 22512.40
ABSTRACT A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs. 233426.8 Rs. 71384.6 Rs. 22512.40 TOTAL R 327323.8 Add for shifting & re-erection of BP @ 2% Rs. 6546.476 Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 1636.619 Add for ledge cutting / erection of tracks etc @ 1% Rs. 3273.238 Total Rs: 338780.13 D. Add for contractor's profit and overheads on (A+B+C+other 14% Rs: 47429.22 39.60 cum @ 31.5 Rs./ 1247.4 Lead Charges for 1 Km for FA 70.40 cum @ 30.4 Rs./ 2140.16 Lead Charges for 1 Km for CA Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 26.40 tonne @ 124.6 Rs 3289.44 Total cost for 800.00 Sqm Rs: 392886.35 Sqm (A+B+C+D)/800.0 Rs. 491.10 Rate per
IRR-CAW-7-9
Note:
Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all accessories across canal CD work or other locations wherever shifting and re-erecting is necessary including aligning paver correctly for continuing canal lining work, cost of all materials, machinery, labour etc., complete with all leads and lifts. Local shifting and re-erection of paver for LH and RH side lining included in concrete lining rates under items IRR-CAW-7-7 and IRR-CAW-7-8 and saperate rate for shifting shall not be allowed.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
NIL
Quantity 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2
C. LABOUR: Sl No
Description
Unit
Tipper Fuel / Energy charges Sundries (ropes / rails etc) Total hire charges of Machinery
Hour Hour LS
Description
Unit
Quantity 4.00 1.00 1.00
Quantity
1.00 Shifting Rate in Rs. 0.00
Amount in Rs.
Rs:
0.00
Rate in Rs. 446.70 322.20 41.00 Rs:
Amount in Rs. 1786.8 322.2 41 2150.00
Rate
Amount
180
Canal and Allied Works - Item Unit Rates 2014-15
1 2 3
Crew for Tipper Crew for Paver mazdoor
Hour Hour Day
4.00 8.00 6.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
in Rs. 153.10 364.40 295.00 Rs:
in Rs. 612.4 2915.2 1770 5297.60
Rs: Rs: Rs: Rs:
0.00 2150.00 5297.60 7447.60
Rs: Rs: Rs.
1042.66 8490.26 8490.30
5297.60 0.14 741.70 6039.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 1.00 Shifting Shifting (A+B+C+D)/1.0 Rate per
IRR-CAW-7-10 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(150mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum ) ( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
2
3 4 6 7
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of manual paver Sundries Total cost of Materials
B. MACHINERY: Sl No
1
particulars
Description
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges
UNIT : Unit kg kg cum cum cum cum kg sqm LS
Unit
Hour Hour
Quantity 7042.5
28.17 cum Rate in Rs. 4.00
Amount in Rs. 28170
140.85 4.00 563.4 12.68 1145.00 14514.593 7.61 1210.00 9203.139 5.07 875.00 4436.775 11.27 462.00 5205.816 28.17 80.00 2253.6 180 29.02 5222.94 2 41.00 82 Rs: 69652.26
Quantity
16.00 16.00
Rate in Rs. 92.70 170.50
Amount in Rs. 1483.2 2728
181
Canal and Allied Works - Item Unit Rates 2014-15
2 3
4
C. LABOUR: Sl No
5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges
Hour Hour Hour Hour
0.50 0.50 1.00 1.00
10.20 85.30 402.50 322.20
5.1 42.65 402.5 322.2
Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
16.00 16.00
7.60 21.50 Rs:
121.6 344 5449.25
Description
Unit
Rate in Rs. 189.80 96.10 153.10 136.60 370.00 385.00 385.00
Amount in Rs. 3036.8 48.05 153.1 2185.6 370 770 385
295.00 295.00 295.00 295.00 295.00 Rs:
6490 2360 1770 8310.15 590 26468.70
Quantity
Crew for Concrete mixer Hour 16.00 Crew for Pump Hour 0.50 Crew for Water tanker Hour 1.00 Crew for Needle vibrator Hour 16.00 work inspector Day 1.00 Mason Class-I Day 2.00 Fitter Day 1.00 mazdoor for batching materials Day 22.00 for loading mortar pans Day 8.00 for laying and moving paver Day 6.00 for conveying concrete Day 28.17 for cleaning/ washing/ curing Day 2.00 Total cost of Labour labour component/unit qty 939.60 Add contractor's profit and overhead charges 0.14 131.50 labour component/unit qty (including contractor's profit) 1071.10 1 2 3 4 5 6 7 8
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 28.17 cum cum (A+B+C+D)/28.17 Rate per
Rs: 69652.26 Rs: 5449.25 Rs: 26468.70 Rs: 101570.21 Rs: 14219.83 Rs: 115790.04 Rs. 4110.40
IRR-CAW-7-11 Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/sqm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregade for bed and side lining of canal(100 mm thick) including, finishing the junction of bed and sides to required curvature, cost of all materials, machinery, labour, formwork including supports cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead up to 50 m and all lifts (Cement content: 250 kg/cum) ( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA
RATE ANALYSIS A. MATERIALS: Particulars Sl.No Cement for mix 1
2
3 4 5
Cement for incidentals @ 5 Kg / cum Coarse aggregate 40mm Coarse aggregate 20 mm . Coarse aggregate 10 mm . Fine aggregate (Un-Screened) Super Plasticizer Use rate of manual paver
UNIT:
Unit kg kg cum cum cum cum kg sqm
27 cum
Qty Rate in Rs Amount 6750 4.00 27000.00 135 4.00 12.15 1145.00 7.29 1210.00 4.86 875.00 10.8 462.00 27 80.00 270 29.02
540.00 13911.75 8820.90 4252.50 4989.60 2160.00 7834.41
182
Canal and Allied Works - Item Unit Rates 2014-15
Total Rs. Rs.
Total cost of Materials B. MACHINERY: Sl.No 1 2 3
4
C. LABOUR: Sl No
Particulars
Unit
Qty
69509.16 69509.16
Rate in Rs Amount
Concrete mixer 600/400 ltr (diesel) Fuel / Energy charges 5 hp pump (diesl) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges
Hour Hour Hour Hour Hour Hour
16.00 16.00 0.50 0.50 1.00 1.00
92.70 170.50 10.20 85.30 402.50 322.20
1483.20 2728.00 5.10 42.65 402.50 322.20
Needle vibrator 40 mm die (petrol) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
4.00 4.00
7.60 21.50 Rs.
30.40 86.00 5100.05
Rate in Rs. 189.80 96.10 153.10 136.60 370.00 385.00 385.00
Amount in Rs. 3036.8 48.05 153.1 2185.6 370 770 385
295.00 295.00 295.00 295.00 295.00 Rs:
6490 2360 1770 7965 590 26123.55
Description
Unit
Quantity
Crew for Concrete mixer Hour 16.00 Crew for Pump Hour 0.50 Crew for Water tanker Hour 1.00 Crew for Needle vibrator Hour 16.00 work inspector Day 1.00 Mason Class-I Day 2.00 Fitter Day 1.00 mazdoor for batching materials Day 22.00 for loading mortar pans Day 8.00 for laying and moving paver Day 6.00 for conveying concrete Day 27.00 for cleaning/ washing/ curing Day 2.00 Total cost of Labour labour component/unit qty 967.50 Add contractor's profit and overhead charges 0.14 135.50 labour component/unit qty (including contractor's profit) 1103.00 1 2 3 4 5 6 7 8
ABSTRACT: A. Cost of Materials including royalty charges B. Hire charges of Machinery C. Cost of Labour
Rs. 69509.16 Rs. 5100.05 Rs. 26123.55 Total Rs. 100732.76
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 27.00 cum cum (A+B+C+D)/27.0 Rate per
Rs: 14102.59 Rs: 114835.35 Rs. 4253.20
IRR-CAW-7-12 Providing and laying100mm thick insitu vibrated M-10 (28 days cube compressive strength-not less than 10.00 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver including cost of all materials mechinery labour batching mixing placing in position forming contraction joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with 1 km lead & all lifts. (Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Particulars Sl.No Cement 43 Gr 1 2 Coarse aggregate 40 mm
UNIT Unit Kg cum
:
800 Sqm Qty Rate in Rs Amount 22000.00 4.00 88000 39.60 1145.00 45342
183
Canal and Allied Works - Item Unit Rates 2014-15
3 4 5 6
Coarse aggregate 20 mm Coarse aggregate 10 mm Fine aggregate (Un-Screened) Super plasticiser PVC sealing strip Use rate of paving cylinder Total cost of Materials
B. MACHINERY: Particulars Sl.No Batching plant 1 2 Transit mixer 3 Nos Fuel / Energy charges 3 Mechanical paver lubricants etc @ 5% 4 DG set for batching plant 50 KVA Fuel / Energy charges 5 DG set for paver 30 KVA Fuel / Energy charges 6 Shovel 0.5 cum / Loader Fuel / Energy charges 7 Water tanker Fuel / Energy charges 8
cum cum cum kg Rm sqm
23.76 1210.00 28749.6 15.84 875.00 13860 35.20 462.00 16262.4 88.00 80.00 7040 533.00 44.00 23452 800.00 0.878 702 Rs. 223408.00
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
Qty Rate in Rs Amount 8.00 405.40 3243.2 24.00 758.40 18201.6 24.00 937.80 22507.2 5.00 356.50 1782.5 5.00 17.83 89.125 8.00 85.10 680.8 8.00 1023.00 8184 8.00 65.80 526.4 8.00 682.00 5456 2.00 1003.10 2006.20 2.00 511.50 1023.00 8.00 402.50 3220 8.00 322.20 2577.6
Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour Fuel / Energy charges Hour Total hire charges of Machinery
C. LABOUR: Description Sl No
Unit
8.00 8.00
Quantity
Crew for Batching plant Hour 8.00 Crew for Transit mixer Hour 24.00 Crew for Concrete paver Hour 8.00 Crew for DG set Hour 16.00 Crew for Shovel Hour 2.00 Crew for Water tanker Hour 8 Crew for Pump Hour 8 Mason Class I Day 2 Mechanic Day 1 Fitter Day 1 Electrician Day 1 work inspector Day 2 mazdoor ( BP site ) Day 5 mazdoor ( Paver site ) Day 10 Total cost of Labour labour component/unit qty 28.10 Add contractor's profit and overhead charges 0.14 3.90 labour component/unit qty (including contractor's profit) 32.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14
10.20 85.30 Rs.
81.6 682.4 70261.63
Rate Amount in Rs. in Rs. 293.80 2350.40 244.90 5877.60 364.40 2915.20 113.90 1822.40 204.10 408.20 153.10 1224.80 96.10 768.80 385.00 770.00 385.00 385.00 385.00 385.00 440.00 440.00 370.00 740.00 295.00 1475.00 295.00 2950.00 Rs: 22512.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs. 223408.00 Rs. 70261.63 Rs. 22512.40 TOTAL R 316182.03 Add for shifting & re-erection of BP @ 2% Rs. 6323.64 Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 1580.91 Add for ledge cutting / erection of tracks etc @ 1% Rs. 3161.82 Total Rs: 327248.40 D. Add for contractor's profit and overheads on (A+B+C+other 14% Rs: 45814.78 35.20 cum @ 31.5 Rs./ 1108.8 Lead Charges for 1 Km for FA 79.20 cum @ 30.4 Rs./ 2407.68 Lead Charges for 1 Km for CA Lead Charges for 1Km for Cement (including Loading and Unloading Charges)
22.00
tonne @
124.6 Rs
2741.2
184
Canal and Allied Works - Item Unit Rates 2014-15
Total cost for Sqm Rate per
800.00 Sqm (A+B+C+D)/800.0
Rs: 379320.86 Rs. 474.20
IRR-CAW-7-13 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum ) (Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of manual paver Sundries Total cost of Materials
B. MACHINERY: Sl No
1 2 3
4
C. LABOUR: Sl No
particulars
Description
UNIT : Unit kg kg cum cum cum kg sqm LS
Unit
Quantity
Rate in Rs. 4.00
Amount in Rs. 27000
135 4.00 14.04 1210.00 7.56 875.00 12.15 462.00 27 80.00 270 29.02 2 41.00 Rs:
540 16988.4 6615 5613.3 2160 7834.41 82 66833.11
6750
Quantity
Rate in Rs.
Amount in Rs.
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges
Hour Hour Hour Hour Hour Hour
16.00 16.00 0.50 0.50 1.00 1.00
92.70 170.50 10.20 85.30 402.50 322.20
1483.2 2728 5.1 42.65 402.5 322.2
Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
16.00 16.00
7.60 21.50 Rs:
121.6 344 5449.25
Description
Unit
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00 385.00
Amount in Rs. 3036.8 48.05 153.1 2185.60 770 370 385
295.00 295.00 295.00 295.00 295.00 Rs:
6490 2360 1770 7965 590 26123.55
Quantity
Crew for Concrete mixer Hour 16.00 Crew for Pump Hour 0.50 Crew for Water tanker Hour 1.00 Crew for Vibrator Hour 16.00 Mason Class-I Day 2.00 work inspector Day 1.00 Fitter Day 1.00 mazdoor for batching materials Day 22.00 for loading mortar pans Day 8.00 for laying and moving paver Day 6.00 for conveying concrete Day 27.00 for cleaning/ washing/ curing Day 2.00 Total cost of Labour labour component/unit qty 967.50 Add contractor's profit and overhead charges 0.14 135.50 labour component/unit qty (including contractor's profit) 1103.00 1 2 3 4 5 6 7 8
27.00 cum
185
Canal and Allied Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 27.00 cum cum (A+B+C+D)/27.0 Rate per
Rs: Rs: Rs: Rs:
66833.11 5449.25 26123.55 98405.91
Rs: 13776.83 Rs: 112182.74 Rs. 4154.90
IRR-CAW-7-14 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(150 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
2
3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of manual paver Sundries Total cost of Materials
B. MACHINERY: Sl No
1 2 3
4
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
particulars
Description
UNIT : Unit kg kg cum cum cum cum kg sqm LS
Unit
Quantity
24.92 cum Rate in Rs. 4.00
Amount in Rs. 28907.20
124.6 4.00 11.21 1145.00 6.73 1210.00 4.49 875.00 9.97 462.00 28.91 80.00 166.14 29.02 2 41.00 Rs:
498.4 12840.03 8141.364 3924.90 4605.216 2312.58 4820.77 82.00 66132.46
7226.8
Quantity
Rate in Rs.
Amount in Rs.
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges
Hour Hour Hour Hour Hour Hour
16.00 16.00 0.50 0.50 1.00 1.00
92.70 170.50 10.20 85.30 402.50 322.20
1483.20 2728.00 5.10 42.65 402.50 322.20
Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
16.00 16.00
7.60 21.50 Rs:
121.60 344.00 5449.25
Description
Unit
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector Fitter mazdoor for batching materials
Hour Hour Hour Hour Day Day Day
16.00 0.50 1.00 16.00 2.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00 385.00
Amount in Rs. 3036.8 48.05 153.1 2185.60 770 370 385
Day
22.00
295.00
6490
Quantity
186
Canal and Allied Works - Item Unit Rates 2014-15
for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Day Day Day Day
8.00 6.00 24.92 2.00
295.00 295.00 295.00 295.00 Rs:
2360 1770 7351.4 590 25509.95
Rs: Rs: Rs: Rs:
66132.46 5449.25 25509.95 97091.66
1023.70 0.14 143.30 1167.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 24.92 cum cum (A+B+C+D)/24.92 Rate per
Rs: 13592.83 Rs: 110684.49 Rs. 4441.60
IRR-CAW-7-15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(100 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 6 7
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of manual paver Sundries Total cost of Materials
B. MACHINERY: Sl No
1 2 3
4
C. LABOUR: Sl No 1 2
particulars
Description
UNIT : Unit kg kg cum cum cum kg sqm LS
Unit
Quantity
23.10 cum Rate in Rs. 4.00
Amount in Rs. 27720
115.5 4.00 12.01 1210.00 6.47 875.00 10.40 462.00 27.72 80.00 231 29.02 2 41.00 Rs:
462 14534.52 5659.5 4802.49 2217.60 6702.77 82 62180.88
6930
Quantity
Rate in Rs.
Amount in Rs.
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges
Hour Hour Hour Hour Hour Hour
16.00 16.00 0.50 0.50 1.00 1.00
92.70 170.50 10.20 85.30 402.50 322.20
1483.2 2728 5.1 42.65 402.5 322.2
Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
16.00 16.00
7.60 21.50 Rs:
121.6 344 5449.25
Description
Unit
Crew for Concrete mixer Crew for Pump
Hour Hour
Rate in Rs. 189.80 96.10
Amount in Rs. 3036.8 48.05
Quantity 16.00 0.50
187
Canal and Allied Works - Item Unit Rates 2014-15
3 4 5 6 7 8
Crew for Water tanker Hour 1.00 Crew for Vibrator Hour 16.00 Mason Class-I Day 2.00 work inspector Day 1.00 Fitter Day 1.00 mazdoor for batching materials Day 22.00 for loading mortar pans Day 8.00 for laying and moving paver Day 6.00 for conveying concrete Day 23.10 for cleaning/ washing/ curing Day 2.00 Total cost of Labour labour component/unit qty 1081.10 Add contractor's profit and overhead charges 0.14 151.40 labour component/unit qty (including contractor's profit) 1232.50 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 23.10 cum cum (A+B+C+D)/23.10 Rate per
153.10 136.60 385.00 370.00 385.00
153.1 2185.6 770 370 385
295.00 295.00 295.00 295.00 295.00 Rs:
6490 2360 1770 6814.5 590 24973.05
Rs: Rs: Rs: Rs:
62180.88 5449.25 24973.05 92603.18
Rs: 12964.45 Rs: 105567.63 Rs. 4570.00
IRR-CAW-7-16 Providing and laying150mm thick insitu vibrated M-15 (28 days cube compressive strength-not less than 15.00 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver including cost of all materials mechinery labour batching mixing placing in position forming contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with 1km lead & all lifts. (43 Gr Cement content: 300 kg /cum (45 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.44 cum equivalent concrete volume:132 cum including the extra quantity of concrete for curvatures and bends etc.,)
DATA:
RATE ANALYSIS A. MATERIALS: Particulars Sl.No Cement 43 Gr 1 2 Coarse aggregate 20 mm Coarse aggregate 10 mm 3 Fine aggregate (Un-Screened) 4 Super plasticiser 5 PVC sealing strip 6 Use rate of paving cylinder Total cost of Materials B. MACHINERY: Particulars Sl.No Batching plant 1 2 Transit mixer 3 Nos Fuel / Energy charges 3 Mechanical paver lubricants etc @ 5% 4 DG set for batching plant 50 KVA Fuel / Energy charges 5 DG set for paver 30 KVA Fuel / Energy charges 6 Shovel 0.5 cum / Loader Fuel / Energy charges
UNIT Unit Kg cum cum cum kg Rm sqm
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
:
800 Sqm Qty Rate in Rs Amount 39600.00 4.00 158400 68.64 1210.00 83054.4 36.96 875.00 32340 58.08 462.00 26832.96 158.40 80.00 12672 533.00 44.00 23452 800.00 0.878 702 Rs. 337453.36
Qty Rate in Rs Amount 8.00 405.40 3243.2 24.00 758.40 18201.6 24.00 937.80 22507.2 5.00 356.50 1782.5 5.00 17.83 89.125 8.00 85.10 680.8 8.00 1023.00 8184 8.00 65.80 526.4 8.00 682.00 5456 2.00 1003.10 2006.20 2.00 511.50 1023.00
188
Canal and Allied Works - Item Unit Rates 2014-15
7
Water tanker Fuel / Energy charges
Hour Hour
8.00 8.00
402.50 322.20
3220 2577.6
8
Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour Fuel / Energy charges Hour Total hire charges of Machinery
8.00 8.00
10.20 85.30 Rs.
81.6 682.4 70261.63
C. LABOUR: Description Sl No
Unit
Quantity
Crew for Batching plant Hour 8.00 Crew for Transit mixer Hour 24.00 Crew for Concrete paver Hour 8.00 Crew for DG set Hour 16.00 Crew for Shovel Hour 2.00 Crew for Water tanker Hour 8 Crew for Pump Hour 8 Mason Class I Day 2 Mechanic Day 1 Fitter Day 1 Electrician Day 1 work inspector Day 2 mazdoor ( BP site ) Day 5 mazdoor ( Paver site ) Day 10 Total cost of Labour labour component/unit qty 28.10 Add contractor's profit and overhead charges 0.14 3.90 labour component/unit qty (including contractor's profit) 32.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Rate Amount in Rs. in Rs. 293.80 2350.40 244.90 5877.60 364.40 2915.20 113.90 1822.40 204.10 408.20 153.10 1224.80 96.10 768.80 385.00 770.00 385.00 385.00 385.00 385.00 440.00 440.00 370.00 740.00 295.00 1475.00 295.00 2950.00 Rs: 22512.40
ABSTRACT A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs. 337453.36 Rs. 70261.63 Rs. 22512.40 TOTAL R 430227.39 Add for shifting & re-erection of BP @ 2% Rs. 8604.55 Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 2151.14 Add for ledge cutting / erection of tracks etc @ 1% Rs. 4302.27 Total Rs: 445285.35 D. Add for contractor's profit and overheads on (A+B+C+other 14% Rs: 62339.95 58.08 cum @ 31.5 Rs./ 1829.52 Lead Charges for 1 Km for FA 105.60 30.4 Rs./ 3210.24 cum @ Lead Charges for 1 Km for CA Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 39.60 tonne @ 124.6 Rs 4934.16 Total cost for 800.00 Sqm Rs: 517599.22 Sqm (A+B+C+D)/800.0 Rs. 647.00 Rate per
IRR-CAW-7-17 Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15 grade concrete using 20 mm down size coarse aggregates and 10 kg reinforcement steel moulded as per specifications and drawing in CM 1:4 proportion including cost of all materials, machinery, labour, formwork, fabricating and placing reinforcement steel, mixing, laying, conveying and fixing in position including necessary excavation for seating, finishing joints in CM 1:4, curing etc., complete with initial lead upto 1 km and all lifts.
DATA
RATE ANALYSIS
UNIT :
20.00 templete
189
Canal and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No 1 2 3 4 5 6 7
particulars
Unit
Cement 43 Gr Sand (Un-Screened ) Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Reinforcement steel Binding wire Use rate of mould Sundries( water charges & misc. ) Total cost of Materials
kg cum cum cum kg kg set LS
B. MACHINERY: Sl No 1
Description
Hand mixer
Unit Hour
Quantity 310.00 0.50 0.50 0.30 200.00 3.00 20.00 1.00
Quantity
Rate in Rs. 5.50 0.00 Rs:
Amount in Rs. 44 0 44.00
Rate in Rs. 370.00 385.00 345.00 450.00 295.00 295.00 295.00 Rs:
Amount in Rs. 370 385 690 450 1180 590 590 4255.00
Rs: Rs: Rs: Total Rs: 14% Rs: cum @ 31.5 Rs./ 30.4 Rs./ cum @
13163.30 44.00 4255.00 17462.30 2444.72 15.75 24.32
124.6 Rs
38.626
145.6 Rs Rs: Rs.
29.12 20014.83 1000.70
8.00 8.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
work inspector Mason Class I for fixing Mason Class II for casting Bar bender mazdoor ( casting yard ) mazdoor ( for fixing ) mazdoor for conveying Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5
Unit Day Day Day Day Day Day Day
Rate Amount in Rs. in Rs. 4.00 1240 462.00 231 1210.00 605 875.00 262.5 46.50 9300 70.00 210 63.69 1273.7956 41.00 41 Rs: 13163.30
Quantity 1.00 1.00 2.00 1.00 4.00 2.00 2.00
212.80 0.14 29.80 242.60
ABSTRACT: A. Cost of Materials including serignorage charges B. Hire charges of Machinery C. Cost of Labour
D. Add for contractor's profit and overheads on (A+B+C) 0.50 Lead Charges for 1 Km for FA 0.80 Lead Charges for 1 Km for CA Lead Charges for 1Km for Cement (including Loading and Unloading Charges) 0.31 tonne @ Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 0.20 tonne @ Total cost for 20.00 templete templete (A+B+C+D)/20.0 Rate per
IRR-CAW-7-18 Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
10 Nos.
1
GI pipe 50 mm dia 10 Nos
Rm
1.25
Rate in Rs. 320.00
2
GI plate & Alluminium lid ( hinged )
LS
10.00
41.00
Amount in Rs. 400 410
190
Canal and Allied Works - Item Unit Rates 2014-15
Total cost of Materials B. MACHINERY: Sl No 1
Description
Drilling 8 mm dia holes
Unit
Quantity
LS
0.50 0.00
Rs:
810.00
Rate in Rs. 41.00
Amount in Rs. 20.5
Rs:
20.50
Rate in Rs. 440.00 295.00 Rs:
Amount in Rs. 220 147.5 367.50
Rs: Rs: Rs: Rs:
810.00 20.50 367.50 1198.00
Rs: Rs: Rs.
167.72 1365.72 136.60
Total hire charges of Machinery C. LABOUR: Sl No 1
Description Pipe fitter mazdoor
Unit
Quantity
Day Day
0.50 0.50
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
36.80 0.14 5.20 42.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. (A+B+C+D)/10.0 each Rate per
IRR-CAW-7-19 Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
1
GI pipe 50 mm dia 10 Nos
Rm
2.25
2
GI plate & Alluminium lid ( hinged ) Total cost of Materials
LS
10.00
B. MACHINERY: Sl No 1
Description
Drilling 8 mm dia holes
Unit
Quantity
LS
5.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description Pipe fitter mazdoor
Unit
Quantity
Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery
0.50 0.50
10 Nos. Rate in Rs. 320.00
Amount in Rs. 720
41.00 Rs:
410 1130.00
Rate in Rs. 41.00
Amount in Rs. 205
Rs:
205.00
Rate in Rs. 440.00 295.00 Rs:
Amount in Rs. 220 147.5 367.50
Rs: Rs:
1130.00 205.00
36.80 0.14 5.20 42.00
191
Canal and Allied Works - Item Unit Rates 2014-15
C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
Rs: Rs:
367.50 1702.50
Rs: Rs: Rs.
238.35 1940.85 194.10
IRR-CAW-7-20 Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
1
GI pipe 50 mm dia 10 Nos
Rm
3.00
2
GI plate & Alluminium lid ( hinged ) Total cost of Materials
LS
10.00
B. MACHINERY: Sl No 1
Description
Drilling 8 mm dia holes
Unit
Quantity
LS
7.00 0.00
10 Nos. Rate in Rs. 320.00
Amount in Rs. 960.00
41.00 Rs:
410.00 1370.00
Rate in Rs. 41.00
Amount in Rs. 287.00
Rs:
287.00
Rate in Rs. 440.00 295.00 Rs:
Amount in Rs. 220.00 147.50 367.50
Rs: Rs: Rs: Rs:
1370.00 287.00 367.50 2024.50
Rs: Rs: Rs.
283.43 2307.93 230.80
Total hire charges of Machinery C. LABOUR: Sl No 1
Description Pipe fitter mazdoor
Unit
Quantity
Day Day
0.50 0.50
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
36.80 0.14 5.20 42.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
IRR-CAW-7-21 Providing and fixing 50 mm dia perforated GI pressure relief pipes 45 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
GI pipe 50 mm dia 10 Nos
UNIT : Unit Rm
Quantity 4.50
10 Nos. Rate in Rs. 320.00
Amount in Rs. 1440.00
192
Canal and Allied Works - Item Unit Rates 2014-15
2
GI plate & Alluminium lid ( hinged ) Total cost of Materials
B. MACHINERY: Sl No 1
Description
Drilling 8 mm dia holes
LS
Unit LS
10.00
Quantity 10.00 0.00
41.00 Rs:
410.00 1850.00
Rate in Rs. 41.00
Amount in Rs. 410.00
Rs:
410.00
Rate in Rs. 440.00 295.00 Rs:
Amount in Rs. 220.00 147.50 367.50
Rs: Rs: Rs: Rs:
1850.00 410.00 367.50 2627.50
Rs: Rs: Rs.
367.85 2995.35 299.50
Total hire charges of Machinery C. LABOUR: Sl No 1
Description Pipe fitter mazdoor
Unit
Quantity
Day Day
0.50 0.50
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
36.80 0.14 5.20 42.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
IRR-CAW-7-22 Providing and fixing 50 mm dia perforated GI pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
1
GI pipe 50 mm dia
Rm
7.50
2
GI plate & Alluminium lid ( hinged ) Total cost of Materials
LS
10.00
B. MACHINERY: Sl No 1
Description
Drilling 8 mm dia holes
Unit LS
Quantity 15.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Pipe fitter mazdoor
Unit
Quantity
Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.50 0.50
10 Nos. Rate in Rs. 320.00
Amount in Rs. 2400.00
41.00 Rs:
410.00 2810.00
Rate in Rs. 41.00
Amount in Rs. 615.00
Rs:
615.00
Rate in Rs. 440.00 295.00 Rs:
Amount in Rs. 220.00 147.50 367.50
36.80 0.14 5.20 42.00
ABSTRACT:
193
Canal and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
Rs: Rs: Rs: Rs:
2810.00 615.00 367.50 3792.50
Rs: Rs: Rs.
530.95 4323.45 432.30
IRR-CAW-7-23 Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts.
DATA
RATE ANALYSIS
UNIT:
10 Nos.
A. MATERIALS: Sl.No 1
Particulars PVC pipe 100 mm dia 10 Nos Total cost of Materials
Unit Rm
Rate in Amount in Qty Rs Rs. 10.00 175.00 1750.00 Rs. 1750.00
B. MACHINERY Sl.No 1
Description
Unit
Nill Total hire chargs of Machinery
Rate in Amount in Rs. Rs. 0.00 0.00 0.00 0.00 Rs. 0.00
Quantity
C. LABOUR Rate in Amount in Sl.No Particulars Unit Qty Rs Rs. 1 Pipe fitter Day 0.25 440.00 110.00 2 Mazdoor Day 0.25 295.00 73.75 Total cost of Labour Rs. 183.75 labour component/unit qty 18.40 Add contractor's profit and overhead charges 0.14 2.60 labour component/unit qty (including contractor's profit) 21.00 ABSTRACT A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs. Rs. Rs. Total Rs:
D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
Rs: Rs: Rs.
1750.00 0.00 183.75 1933.75 270.73 2204.48 220.40
IRR-CAW-7-24 Drilling 32 mm dia pressure relief hole below pressure relief pipe for bed and side lining of canal laid on rock including cost of all materials, machinery, labour etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
UNIT :
particulars
Unit
Use rate of drill rod 1.6 m long Reconditioning charges @ Use rate of air hose 2 Nos. Total cost of Materials
Rm Hour
Quantity 10.00 10% 2.00
10 Nos. Rate in Rs. 26.85 10.94 Rs:
Amount in Rs. 268.53 26.85 21.88 317.26
194
Canal and Allied Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No 1 2
Description
Unit
Air compressor 8.5 cmm diesel Fuel / Energy charges Jack hammer 2 Nos. Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
Description
Unit
C. LABOUR: Sl No
Quantity 1.00 1.00 2.00 2.00
Quantity
Crew for Air compressor Hour 1.00 Crew for Jack hammer Hour 2.00 Total cost of Labour labour component/unit qty 75.20 Add contractor's profit and overhead charges 0.14 10.50 labour component/unit qty (including contractor's profit) 85.70 1 2
Rate in Rs. 275.60 959.10 19.80 0.00 Rs:
Amount in Rs. 275.60 959.10 39.60 0.00 1274.30
Rate in Rs. 182.20 284.70 Rs:
Amount in Rs. 182.20 569.40 751.60
Rs: Rs: Rs: Rs:
317.26 1274.30 751.60 2343.16
Rs: Rs: Rs.
328.04 2671.20 267.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
IRR-CAW-7-25 Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm thick 10 mm down coarse aggregate around pressure relief pipe and 75 mm thick sand around coarse aggregate filter including cost of all materials, labour, excavation of pit etc., complete with lead upto 50 m and all lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No 1 2
UNIT :
particulars
Unit
Coarse aggregate 10-4.75 mm Sand (Un-Screened ) Total cost of Materials
cum cum
B. MACHINERY: Sl No
Description
Unit
Quantity 0.15 0.35
Quantity
Nil
1
0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Mason Cl- II mazdoor
Unit
Quantity
Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
0.10 0.10
10 Nos. Rate in Rs. 875.00 462.00 Rs:
Amount in Rs. 131.25 161.70 292.95
Rate in Rs. 0.00
Amount in Rs.
Rs:
0.00
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 34.50 29.50 64.00
Rs: Rs: Rs:
292.95 0.00 64.00
6.40 0.14 0.90 7.30
195
Canal and Allied Works - Item Unit Rates 2014-15
Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Nos. No. (A+B+C+D)/10.0 Rate per
Rs:
356.95
Rs: Rs: Rs.
49.97 406.92 40.70
IRR-CAW-7-26 Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs with pointing and finishing joints neatly in CM 1:3 proportion for canal / field channel lining including cutting slabs to required size, mixing mortar, finishing joints neatly, curing etc., complete with lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
particulars
Unit
Shahabad Stone slabs Cement 43 Gr Sand (Screened ) Total cost of Materials
sqm kg cum
B. MACHINERY: Sl No 1
UNIT :
Description
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
C. LABOUR: Sl No
Quantity 105.00 200.00 0.40
Quantity 2.00 2.00
Quantity
Operator pump Hour 2.00 work inspector Day 1.00 Mason Class I Day 4.00 Mason Class II Day 2.00 mazdoor Day 8.00 Cartman with Double Bullock cart for 6 water Day 1.00 Total cost of Labour labour component/unit qty 55.50 Add contractor's profit and overhead charges 0.14 7.80 labour component/unit qty (including contractor's profit) 63.30 1 2 3 4 5
100.00 sqm Rate in Rs. 229.00 4.00 606.00 Rs:
Amount in Rs. 24045.00 800.00 242.40 25087.40
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 20.40 170.60 191.00
Rate in Rs. 96.10 370.00 385.00 345.00 295.00
Amount in Rs. 192.20 370.00 1540.00 690.00 2360.00
395.00 Rs:
395.00 5547.20
Rs: Rs: Rs: Rs:
25087.40 191.00 5547.20 30825.60
Rs: Rs: Rs.
4315.58 35141.18 351.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per
IRR-CAW-7-27 Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of canal including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding PCC slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
100.00 sqm Rate
Amount
196
Canal and Allied Works - Item Unit Rates 2014-15
1 2
Cement 43 Gr Sand (Screened) Total cost of Materials
B. MACHINERY: Sl No 1
kg cum
Description
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
C. LABOUR: Sl No
240.00 0.50
Quantity 2.00 2.00
Quantity
Operator pump Hour 2.00 work inspector Day 1.00 Mason Class I Day 4.00 mazdoor Day 9.00 Cartman with Double Bullock cart for 5 water Day 1.00 Total cost of Labour labour component/unit qty 51.50 Add contractor's profit and overhead charges 0.14 7.20 labour component/unit qty (including contractor's profit) 58.70 1 2 3 4
in Rs. 4.00 606.00 Rs:
in Rs. 960.00 303.00 1263.00
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 20.40 170.60 191.00
Rate in Rs. 96.10 370.00 385.00 295.00
Amount in Rs. 192.20 370.00 1540.00 2655.00
395.00 Rs:
395.00 5152.20
Rs: Rs: Rs: Rs:
1263.00 191.00 5152.20 6606.20
Rs: Rs: Rs.
924.87 7531.07 75.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm (A+B+C+D)/100.0 sqm Rate per
IRR-CAW-7-28 Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting PCC slab lining including necessary excavation, refilling, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding PCC lug slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
Unit
Cement 43 Gr Sand ( Screened) Total cost of Materials
kg cum
B. MACHINERY: Sl No 1
C. LABOUR: Sl No 1 2 3 4
UNIT :
Description
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
Operator pump work inspector Mason Class I Mason Class II
Hour Day Day Day
Quantity 58.00 0.12
Quantity 1.00 1.00
Quantity 1.00 1.00 2.00 1.00
100.00 Rm Rate in Rs. 4.00 606.00 Rs:
Amount in Rs. 232.00 72.72 304.72
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 10.20 85.30 95.50
Rate in Rs. 96.10 370.00 385.00 345.00
Amount in Rs. 96.10 370.00 770.00 345.00
197
Canal and Allied Works - Item Unit Rates 2014-15
5
mazdoor Day 5.00 Cartman with Double Bullock cart for 6 water Day 1.00 Total cost of Labour labour component/unit qty 34.50 Add contractor's profit and overhead charges 0.14 4.80 labour component/unit qty (including contractor's profit) 39.30 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Rm Rm (A+B+C+D)/100.0 Rate per
295.00
1475.00
395.00 Rs:
395.00 3451.10
Rs: Rs: Rs: Rs:
304.72 95.50 3451.10 3851.32
Rs: Rs: Rs.
539.18 4390.50 43.90
IRR-CAW-7-29 Fixing 30 cm height pre-cast drops for field channels as directed including excavation, etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Nill
1
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Nill
1
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Cl- II mazdoor
Unit Day Day Day
Quantity 1.00 1.00 1.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
7 Nos. Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 345.00 295.00 1010.00
Rs: Rs: Rs: Rs:
0.00 0.00 1010.00 1010.00
Rs: Rs: Rs.
141.4 1151.40 164.50
0.00
0.00
144.30 0.14 20.20 164.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 7.00 Nos. No. (A+B+C+D)/7.00 Rate per
IRR-CAW-7-30 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying, joining etc., complete with all leads and lifts. a. Using 500 micron thick LDPE sheet.
198
Canal and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
UNIT :
particulars
Unit
LDPE sheet 500 micron thick Bitumen 85 / 25 and 80 / 100 Gr Total cost of Materials
sqm kg
B. MACHINERY: Sl No
Description
Unit
Quantity 275.00 4.00
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
Unit
Quantity
250.00 sqm Rate in Rs. 92.00 43.00 Rs:
Amount in Rs. 25300.00 172.00 25472.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs.
Amount in Rs.
Joining & laying @ 10 % of sheet 1 sqm 250.00 cost mazdoor Day 1.00 2 Total cost of Labour labour component/unit qty 10.40 Add contractor's profit and overhead charges 0.14 1.50 labour component/unit qty (including contractor's profit) 11.90 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14%
D. Add for contractor's profit and overheads on (A+B+C) Total cost for 250.00 sqm sqm (A+B+C+D)/250.0 Rate per Note :
9.20 295.00 Rs:
2300.00 295.00 2595.00
Rs: Rs: Rs: Rs: Rs: Rs: Rs.
25472.00 0.00 2595.00 28067.00 3929.38 31996.38 128.00
i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide average 75 mm thick sand backing to LDPE sheet. For providing average 75 mm thick sand backing :
DATA:
Quantity of sand ( unscreened ) 2 mazdoors for laying 6 cum per day.
( 250 x 0.075 )
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
Sand for filling
18.75 cum
UNIT : Unit cum
Quantity 18.75
250.00 sqm Rate in Rs. 342.00
Amount in Rs. 6412.50
199
Canal and Allied Works - Item Unit Rates 2014-15
0.00
0.00 Rs:
6412.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1770.00 1770.00
Rs: Rs: Rs: Rs:
6412.50 0.00 1770.00 8182.50
Rs: Rs: Rs.
1145.55 9328.05 37.30
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description mazdoor
Unit
Quantity
Day
6.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
7.10 0.14 1.00 8.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 250.00 sqm (A+B+C+D)/250.0 sqm Rate per
IRR-CAW-7-31 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying, joining etc., complete with all leads and lifts. b. Using 750 micron thick LDPE sheet.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
UNIT : Unit
LDPE sheet 750 micron thick Bitumen 85 / 25 and 80 / 100 Gr Total cost of Materials
B. MACHINERY: Sl No
Description
275.00 4.00
Unit
Nill
1
Quantity
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
Unit
Quantity
Joining & laying @ 10 % of sheet 1 cost sqm 250.00 mazdoor Day 1.00 2 Total cost of Labour labour component/unit qty 14.20 Add contractor's profit and overhead charges 0.14 2.00 labour component/unit qty (including contractor's profit) 16.20 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
250.00 sqm Rate in Rs. 130.00 43.00 Rs:
Amount in Rs. 35750.00 172.00 35922.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs.
Amount in Rs.
0.00
13.00 295.00 Rs:
3250.00 295.00 3545.00
Rs: Rs: Rs:
35922.00 0.00 3545.00
200
Canal and Allied Works - Item Unit Rates 2014-15
Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 250.00 sqm sqm (A+B+C+D)/250.0 Rate per Note :
Rs:
39467.00
Rs: Rs: Rs.
5525.38 44992.38 180.00
i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide average 75 mm thick unscreened sand backing to LDPE sheet. For providing average 75 mm thick sand backing per sqm Rs: 37.30
IRR-CAW-7-32 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying, joining etc., complete with all leads and lifts. c. Using 1000 micron thick LDPE sheet.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
UNIT : Unit
LDPE sheet 1000 micron thick Bitumen 85 / 25 and 80 / 100 Gr Total cost of Materials
B. MACHINERY: Sl No
Description
275.00 4.00
Unit
Nill
1
Quantity
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
Unit
Quantity
250.00 sqm Rate in Rs. 180.00 43.00 Rs:
Amount in Rs. 49500.00 172.00 49672.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs.
Amount in Rs.
Joining & laying @ 10 % of sheet 1 cost sqm 250.00 mazdoor Day 1.00 2 Total cost of Labour labour component/unit qty 19.20 Add contractor's profit and overhead charges 0.14 2.70 labour component/unit qty (including contractor's profit) 21.90 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 250.00 sqm sqm (A+B+C+D)/250.0 Rate per Note :
18.00 295.00 Rs:
4500.00 295.00 4795.00
Rs: Rs: Rs: Rs:
49672.00 0.00 4795.00 54467.00
Rs: Rs: Rs.
7625.38 62092.38 248.40
i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provide average 75 mm thick unscreened sand backing to LDPE sheet. For providing average 75 mm thick sand backing per sqm Rs: 37.30
IRR-CAW-7-33 Providing and fixing 12 mm thick 380 mm depth tarfelt expansion joint filler boards for stone masonry lining of canal including cost of all materials, labour etc., complete with all leads and lifts.
DATA
RATE ANALYSIS
UNIT :
100.00 Rm
201
Canal and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No
1
particulars
Tarfelt joint filler board 12 mm thick
Unit
Quantity
sqm
Rate in Rs.
Amount in Rs.
420.00 0.00 Rs:
16275.00
38.75 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Carpenter Cl- II mazdoor
Unit
Quantity
Day Day
1.00 1.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
16275.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 345.00 295.00 640.00
Rs: Rs: Rs: Rs:
16275.00 0.00 640.00 16915.00
Rs: Rs: Rs.
2368.1 19283.10 192.80
0.00
6.40 0.14 0.90 7.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Rm Rm (A+B+C+D)/100.00 Rate per
IRR-CAW-7-34 Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.
DATA
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Tarfelt joint filler board 20 mm thick
UNIT : Unit
Quantity
sqm
10.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Carpenter Cl- II mazdoor
Unit
Quantity
Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges
1.00 1.00
100.00 Rm Rate in Rs.
Amount in Rs. 6300.00
630.00 0.00 Rs:
0.00 6300.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 345.00 295.00 640.00
6.40 0.14 0.90
202
Canal and Allied Works - Item Unit Rates 2014-15
labour component/unit qty (including contractor's profit)
7.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Rm Rm (A+B+C+D)/100.00 Rate per
Rs: Rs: Rs: Rs:
6300.00 0.00 640.00 6940.00
Rs: Rs: Rs.
971.6 7911.60 79.10
IRR-CAW-7-35 Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Tarfelt joint filler board 20 mm thick
UNIT : Unit
Quantity
sqm
100.00 Rm Rate in Rs.
15.30 0.00
630.00 0.00 Rs:
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Carpenter Cl- II mazdoor
Unit
Quantity
Day Day
1.00 1.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Amount in Rs. 9639.00
9639.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 345.00 295.00 640.00
Rs: Rs: Rs: Rs:
9639.00 0.00 640.00 10279.00
Rs: Rs: Rs.
1439.06 11718.06 117.20
0.00
6.40 0.14 0.90 7.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Rm Rm (A+B+C+D)/100.00 Rate per
IRR-CAW-7-36 Providing and forming 35 mm wide and 10 mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materials, labour etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
100.00 Rm Rate
Amount
203
Canal and Allied Works - Item Unit Rates 2014-15
1
Asphalt 80/100 Gr Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No
Description
kg cum
Unit
35.00 0.04
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description Mason Cl- II mazdoor
Unit
Quantity
Day Day
0.50 1.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
in Rs. 43.00 606.00 Rs:
in Rs. 1505.00 24.24 1529.24
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 172.50 295.00 467.50
Rs: Rs: Rs: Rs:
1529.24 0.00 467.50 1996.74
Rs: Rs: Rs.
279.54 2276.28 22.80
4.70 0.14 0.70 5.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Rm Rm (A+B+C+D)/100.00 Rate per
IRR-CAW-7-37 Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N /sqmm ) cement concrete using 20 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum equivalent concrete volume: 3.74 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 5
2
Unit
Cement for mix
kg
Cement for incidentals @ 1 kg / slab Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of moulds for 500 uses Total cost of Materials
kg cum cum cum kg No.
B. MACHINERY: Sl No
1
particulars
UNIT :
Description
Concrete mixer 300/200 ltr ( diesel) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges
Unit
Hour Hour Hour Hour
Quantity 1122.00
225 Nos. Rate in Rs. 4.00
225.00 4.00 1.94 1210.00 1.05 875.00 1.68 462.00 4.49 80.00 225.00 8.54 Rs:
Quantity
8.00 8.00 0.10 0.10
Rate in Rs. 53.50 85.30 10.20 85.30
Amount in Rs. 4488.00 900.00 2353.21 916.30 777.55 359.04 1921.93 11716.03
Amount in Rs. 428.00 682.40 1.02 8.53
204
Canal and Allied Works - Item Unit Rates 2014-15
3
Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery Aportioned hire charges of machinery for lining slab
Hour Hour
Description
Unit
C. LABOUR: Sl No
0.20 0.20
402.50 322.20 Rs:
80.50 64.44 1264.89
90%
Rs:
1138.40
Rate in Rs. 189.80 96.10 153.10 385.00 370.00
Amount in Rs. 1518.40 9.61 30.62 770.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
885.00 590.00 295.00 295.00 295.00 5058.63
Rs:
4552.77
Rs: Rs: Rs: Rs:
11716.03 1138.40 4552.77 17407.19
Rs: Rs: Rs.
2437.01 19844.20 88.20
Quantity
Crew for Concrete mixer Hour 8.00 Crew for Pump Hour 0.10 Crew for Water tanker Hour 0.20 Mason Class-I Day 2.00 work inspector Day 1.00 mazdoor for batching materials / laying CC Day 3.00 for demoulding / oiling / laying Day 2.00 for shifting slabs to curing pond Day 1.00 for stacking after curing Day 1.00 for cleaning & miscellaneous Day 1.00 Total cost of Labour Aportioned cost of labour for lining slabs 90% labour component/unit qty 20.20 Add contractor's profit and overhead charges 0.14 2.80 labour component/unit qty (including contractor's profit) 23.00 1 2 3 4 5 6
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 225.00 Nos. each (A+B+C+D)/225.0 Rate per
IRR-CAW-7-38 Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 20 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum, equivalent concrete volume: 0.23 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 5
particulars
UNIT : Unit
Quantity
25 Nos. Rate in Rs. 4.00
Cement for mix
kg
69.00
Cement for incidentals @ 0.5 kg/slab Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of moulds for 500 uses Total cost of Materials
kg cum cum cum kg No.
12.50 4.00 0.12 1210.00 0.06 875.00 0.10 462.00 0.28 80.00 25.00 5.25 Rs:
B. MACHINERY: Sl No
Description
Unit
Quantity
Rate in Rs.
Amount in Rs. 276.00 50.00 144.72 56.35 47.82 22.08 131.33 728.30
Amount in Rs.
205
Canal and Allied Works - Item Unit Rates 2014-15
428.00 1 2 3
Concrete mixer 300/200 ltr ( diesel) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery Aportioned hire charges of machinery for lug slabs
Hour Hour Hour Hour Hour Hour
Description
Unit
Crew for Concrete mixer Crew for Pump Crew for Water tanker Mason Class-I work inspector mazdoor for batching materials / laying CC for demoulding / oiling / laying for shifting slabs to curing pond for stacking after curing for cleaning & miscellaneous Total cost of Labour
Hour Hour Hour Day Day
8.00 0.10 0.20 2.00 1.00
Day Day Day Day Day
C. LABOUR: Sl No 1 2 3 4 5 6
Aportioned cost of labourfor lug slabs labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
8.00 8.00 0.10 0.10 0.20 0.20
53.50 85.30 10.20 85.30 402.50 322.20 Rs:
682.40 1.02 8.53 80.50 64.44 1264.89
10%
Rs:
126.49
Rate in Rs. 189.80 96.10 153.10 385.00 370.00
Amount in Rs. 1518.40 9.61 30.62 770.00 370.00
3.00 2.00 1.00 1.00 1.00
295.00 295.00 295.00 295.00 295.00 Rs:
885.00 590.00 295.00 295.00 295.00 5058.63
10%
Rs:
505.86
Rs: Rs: Rs: Rs:
728.30 126.49 505.86 1360.65
Rs: Rs: Rs.
190.49 1551.14 62.00
Quantity
20.20 0.14 2.80 23.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 25.00 Nos. each (A+B+C+D)/25.0 Rate per
IRR-CAW-7-39 Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
1
Cement for mix
kg
270.00
2 3 4 5
Cement for incidentals @ 0.5 kg/slab Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of moulds for 250 uses Total cost of Materials
kg cum cum kg No.
112.50 0.61 0.39 1.08 225.00
225 Nos. Rate in Rs. 4.00 4.00 875.00 462.00 80.00 3.50 Rs:
Amount in Rs. 1080.00 450.00 535.50 178.79 86.40 786.98 3117.68
206
Canal and Allied Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No 1 2 3
Description
Unit
Hand mixer 45 / 30 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery Aportioned hire charges of machinery for lining slab
Hour Hour Hour Hour Hour Hour
Description
Unit
C. LABOUR: Sl No
Quantity 8.00 8.00 0.10 0.10 0.20 0.20
90%
Quantity
Crew for Pump Hour 0.10 Crew for Water tanker Hour 0.20 Mason Class-I Day 2.00 work inspector Day 1.00 mazdoor for batching / mixing / laying Day 2.00 for demoulding / cleaning / oiling Day 2.00 for shifting slabs to curing pond Day 1.00 for stacking after curing Day 1.00 for cleaning & miscellaneous Day 1.00 Total cost of Labour Aportioned cost of labour for lining slabs 90% labour component/unit qty 13.00 Add contractor's profit and overhead charges 0.14 1.80 labour component/unit qty (including contractor's profit) 14.80 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 225.00 Nos. each (A+B+C+D)/225.0 Rate per
Rate in Rs. 5.50 0.00 10.20 85.30 402.50 322.20 Rs:
Amount in Rs. 44.00 0.00 1.02 8.53 80.50 64.44 198.49
Rs:
178.64
Rate in Rs. 96.10 153.10 385.00 370.00
Amount in Rs. 9.61 30.62 770.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
590.00 590.00 295.00 295.00 295.00 3245.23
Rs:
2920.71
Rs: Rs: Rs: Rs:
3117.68 178.64 2920.71 6217.03
Rs: Rs: Rs.
870.38 7087.41 31.50
IRR-CAW-7-40 Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
25 Nos.
1
Cement for mix
kg
15.00
Rate in Rs. 4.00
2 3 4 5
Cement for incidentals @ 0.3 kg/slab Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of moulds for 250 uses
kg cum cum kg No.
7.50 0.03 0.02 0.06 25.00
4.00 875.00 462.00 80.00 1.86
Amount in Rs. 60.00 30.00 29.75 9.93 4.80 46.59
207
Canal and Allied Works - Item Unit Rates 2014-15
Total cost of Materials B. MACHINERY: Sl No 1 2 3
Description
Unit
Hand mixer 45 / 30 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery Aportioned hire charges of machinery for lug slabs
Hour Hour Hour Hour Hour Hour
Description
Unit
C. LABOUR: Sl No
Quantity 8.00 8.00 0.10 0.10 0.20 0.20
Rs:
181.07
Rate in Rs. 5.50 0.00 10.20 85.30 402.50 322.20 Rs:
Amount in Rs. 44.00 0.00 1.02 8.53 80.50 64.44 198.49
Rs:
19.85
Rate in Rs. 96.10 153.10 385.00 370.00
Amount in Rs. 9.61 30.62 770.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
590.00 590.00 295.00 295.00 295.00 3245.23
Rs:
324.52
Rs: Rs: Rs: Rs:
181.07 19.85 324.52 525.44
Rs: Rs: Rs.
73.56 599.00 24.00
10%
Quantity
Crew for Pump Hour 0.10 Crew for Water tanker Hour 0.20 Mason Class-I Day 2.00 work inspector Day 1.00 mazdoor for batching / mixing / laying Day 2.00 for demoulding / cleaning / oiling Day 2.00 for shifting slabs to curing pond Day 1.00 for stacking after curing Day 1.00 for cleaning & miscellaneous Day 1.00 Total cost of Labour Aportioned cost of labour for lug slabs 10% labour component/unit qty 13.00 Add contractor's profit and overhead charges 0.14 1.80 labour component/unit qty (including contractor's profit) 14.80 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 25.00 Nos. each (A+B+C+D)/25.0 Rate per
IRR-CAW-7-41 Manufacturing 600 x 300 x 100mm size PCC lining slabs in M-15 grade (28 days cube compressive strength not less than 15 N/Sqmm) cement concrete using 20mm down grades coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, FA : 0.45cum, Blending Ratio of CA--65:35)
DATA:
RATE ANALYSIS
UNIT:
225
Nos.
A. MATERIALS : Sl. No 1 2 3
Particulars Cement for mix Cement for incidentals @ 0.5kg/slab Coarse aggregate 20 mm below
Unit Kg Kg Cum
Quantity
Rate Amount in Rs. in Rs. 1215 4860.00 4.00 112.5 450.00 4.00 2.11 1210.00 2548.26
208
Canal and Allied Works - Item Unit Rates 2014-15
4 5 6 7
Cum Coarse aggregate 10 mm below Cum Fine aggregate (Un-Screened) kg Super Plasticizer No. Use rate of moulds for 250 uses Total Cost of Materials Rs.
1.13 1.82 4.86 225
875.00 462.00 80.00 1.23
992.25 842.00 388.80 276.75 10358.06
B. MACHINERY : Sl. No 1 2 3
Particulars
Unit
Hour Diesel mixer 300/200 Hour Fuel/Energy charges Hour 5 hp pump (diesel) Hour Fuel/Energy charges Hour Water tanker 8000 ltr Hour Fuel/Energy charges Total hire charges of Machinery Aportioned hire charges of machinery @ 90% for lining slab Rs.
C. LABOUR : Sl. No
Particulars
Unit
Quantity 8 8 0.1 0.1 0.2 0.2 Rs. 90%
Quantity
1 2 3 4 5
Hour 0.1 Crew for Pump Hour 0.2 Crew for water tanker Day 2 Mason Class-I Day 1 Class II Mason Mazdoor Day 2 For batching materials/laying 2 For demoulding/cleaning/oiling 1 For shifting slabs to curing pond 1 For stacking after curing Day 1 For cleaning & miscellaneous Total Cost of Labour Rs. Aportioned cost of labour for lining 90% slabs Rs. labour component/unit qty 12.90 Add contractor's profit and overhead charges 0.14 1.80 labour component/unit qty (including contractor's profit) 14.70
ABSTRACT : A. Cost of Materials B. Hire Charges of machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 225.00 Nos. each (A+B+C+D)/225.0 Rate per
Rate Amount in Rs. in Rs. 428.00 53.50 682.40 85.30 1.02 10.20 8.53 85.30 80.50 402.50 64.44 322.20 1264.89 1138.40
Rate Amount in Rs. in Rs. 9.61 96.10 30.62 153.10 770.00 385.00 345.00 345.00 295.00 295.00 295.00 295.00 295.00
590.00 590.00 295.00 295.00 295.00 3220.23 2898.21
Rs. 10358.055 Rs. 1138.40 Rs. 2898.21 Rs: 14394.66 Rs: Rs: Rs.
2015.25 16409.91 72.90
IRR-CAW-7-42 Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm )cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)
DATA:
RATE ANALYSIS
UNIT :
225 Nos.
A. MATERIALS:
209
Canal and Allied Works - Item Unit Rates 2014-15
Sl No
particulars
Unit
Quantity
1
Cement for mix
kg
324.00
2 3 4 5
Cement for incidentals @ 0.5 kg/slab Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of moulds for 250 uses Total cost of Materials
kg cum cum kg No.
112.50 0.73 0.46 1.30 225.00
B. MACHINERY: Sl No 1 2 3
C. LABOUR: Sl No
Description
Unit
Hand mixer 45 / 30 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery Aportioned hire charges of machinery for lining slab
Hour Hour Hour Hour Hour Hour
Description
Unit
Quantity 8.00 8.00 0.10 0.10 0.20 0.20
90%
Quantity
Crew for Pump Hour 0.10 Crew for Water tanker Hour 0.20 Mason Class-I Day 2.00 work inspector Day 1.00 mazdoor for batching / mixing / laying Day 2.00 for demoulding / cleaning / oiling Day 2.00 for shifting slabs to curing pond Day 1.00 for stacking after curing Day 1.00 for cleaning & miscellaneous Day 1.00 Total cost of Labour Aportioned cost of labour for lining slabs 90% labour component/unit qty 13.00 Add contractor's profit and overhead charges 0.14 1.80 labour component/unit qty (including contractor's profit) 14.80 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 225.00 Nos. each (A+B+C+D)/225.0 Rate per
Rate in Rs. 4.00
Amount in Rs. 1296.00 450.00
4.00 875.00 462.00 80.00 3.52 Rs:
642.60 214.55 103.68 793.05 3499.89
Rate in Rs. 5.50 0.00 10.20 85.30 402.50 322.20 Rs:
Amount in Rs. 44.00 0.00 1.02 8.53 80.50 64.44 198.49
Rs:
178.64
Rate in Rs. 96.10 153.10 385.00 370.00
Amount in Rs. 9.61 30.62 770.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
590.00 590.00 295.00 295.00 295.00 3245.23
Rs:
2920.71
Rs: Rs: Rs: Rs:
3499.89 178.64 2920.71 6599.23
Rs: Rs: Rs.
923.89 7523.12 33.40
IRR-CAW-7-43 Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N /sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)
DATA:
RATE ANALYSIS
UNIT :
25 Nos.
210
Canal and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No
particulars
Unit
Quantity
1
Cement for mix
kg
13.50
2 3 4 5
Cement for incidentals @ 0.3 kg/slab Coarse aggregate 10 mm below Fine aggregate (Un-Screened ) Super Plasticizer Use rate of moulds for 250 uses Total cost of Materials
kg cum cum kg No.
7.50 0.03 0.02 0.05 25.00
B. MACHINERY: Sl No 1 2 3
C. LABOUR: Sl No
Description
Unit
Hand mixer 45 / 30 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery Aportioned hire charges of machinery for lug slabs
Hour Hour Hour Hour Hour Hour
Description
Unit
Quantity 8.00 8.00 0.10 0.10 0.20 0.20
10%
Quantity
Crew for Pump Hour 0.10 Crew for Water tanker Hour 0.20 Mason Class-I Day 2.00 work inspector Day 1.00 mazdoor for batching / mixing / laying Day 2.00 for demoulding / cleaning / oiling Day 2.00 for shifting slabs to curing pond Day 1.00 for stacking after curing Day 1.00 for cleaning & miscellaneous Day 1.00 Total cost of Labour Aportioned cost of labour for lug 10% slabs labour component/unit qty 13.00 Add contractor's profit and overhead charges 0.14 1.80 labour component/unit qty (including contractor's profit) 14.80 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 25.00 Nos. each (A+B+C+D)/25.0 Rate per
Rate in Rs. 4.00
Amount in Rs. 54.00 30.00
4.00 875.00 462.00 80.00 1.83 Rs:
26.78 8.94 4.32 45.74 169.78
Rate in Rs. 5.50 0.00 10.20 85.30 402.50 322.20 Rs:
Amount in Rs. 44.00 0.00 1.02 8.53 80.50 64.44 198.49
Rs:
19.85
Rate in Rs. 96.10 153.10 385.00 370.00
Amount in Rs. 9.61 30.62 770.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
590.00 590.00 295.00 295.00 295.00 3245.23
Rs:
324.52
Rs: Rs: Rs: Rs:
169.78 19.85 324.52 514.15
Rs: Rs: Rs.
71.98 586.13 23.40
IRR-CAW-7-44 Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side lining using stones and chips from approved quarry including cost of all materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Thickness of the masonry assumed: 0.3 m, rubble stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm : 1/sqm)
DATA:
RATE ANALYSIS
UNIT :
10.00 cum
211
Canal and Allied Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No
particulars
Unit
Quantity
1 2
Cement 43 Gr Sand (Screened )
kg cum
1152.00 4.00
3 4 5
Uncoursed rubble stones at quarry Through stones 20x20x30 cm Stone chips at quarry Total cost of Materials
cum Nos cum
9.60 32.00 1.50
B. MACHINERY: Sl No 1
C. LABOUR: Sl No
Description
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
Quantity 4.00 4.00
Quantity
Operator pump Hour 4.00 work inspector Day 1.00 Mason Class I Day 2.00 Mason Class II Day 2.00 mazdoor Day 8.00 Cartman with Double Bullock cart for 6 Day 1.00 water Total cost of Labour labour component/unit qty 496.90 Add contractor's profit and overhead charges 0.14 69.60 labour component/unit qty (including contractor's profit) 566.50 1 2 3 4 5
Rate in Rs. 4.00 606.00
Amount in Rs. 4608.00 2424.00 3052.80
318.00 23.00 340.00 Rs:
736.00 510.00 11330.80
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 40.80 341.20 382.00
Rate in Rs. 96.10 370.00 385.00 345.00 295.00
Amount in Rs. 384.40 370.00 770.00 690.00 2360.00 395.00
395.00 Rs:
4969.40
Rs: Rs: Rs: Rs:
11330.80 382.00 4969.40 16682.20
Rs: Rs: Rs.
2335.51 19017.71 1901.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 cum cum (A+B+C+D)/10.0 Rate per
IRR-CAW-7-45 Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining using stones from approved quarry including cost of all materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.(without pin headers) : 1.1 cum) (Thickness of the Masonry assumed: 0.3 m , rubble stones
DATA:
RATE ANALYSIS
UNIT:
10
Cum
A. MATERIALS : Sl. No 1 2 3
Particulars Cement 43 Gr Sand (Screened) Uncoursed rubble stones at quarry
Unit Kg Cum Cum
Total Cost of Materials Rs.
Quantity
Rate Amount in Rs. in Rs. 979.2 3916.80 4.00 3.4 606.00 2060.40 11 3498.00 318.00 9475.2
212
Canal and Allied Works - Item Unit Rates 2014-15
B. MACHINERY : Sl. No 1 2
Particulars
Unit
Hand Mixing Charges Hour 5 hp pump (diesel) Hour Fuel / Energy charges Hour Total hire charges of Machinery
Quantity
Rate Amount in Rs. in Rs. 8 5.50 44.00 4 40.80 10.20 5 426.50 85.30 511.30
Rs.
C. LABOUR : Sl. No
Particulars
Unit
Quantity
1 2 3 4 5
Operator pump Hour 4 Mason Class I Day 13 Mason Class II Day 6 Mazdoor Day 29 Cartman with Double Bullock cart for Day 1 water Total Cost of Labour Rs. labour component/unit qty 1640.90 Add contractor's profit and overhead charges 0.14 229.70 labour component/unit qty (including contractor's profit) 1870.60
ABSTRACT : A. Cost of Materials B. Hire Charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Cum Cum (A+B+C+D)/10.0 Rate per
Rate Amount in Rs. in Rs. 384.40 96.10 5005.00 385.00 2070.00 345.00 295.00 8555.00 395.00 395.00 16409.40
Rs. Rs. Rs. Rs:
9475.2 511.3 16409.40 26395.90
Rs: Rs: Rs.
3695.43 30091.33 3009.10
IRR-CAW-7-46 Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side lining using stones and chips from canal excavation including cost of all materials, machinery, labour, forming weep holes at specified interval, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( rubble stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm : 1/sqm) Note:
Stones and chips will be issued from dump yard at specified issue rate.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
particulars
Unit
Cement 43 Gr Sand (Screened ) Uncoursed rubble at dump yard Through stones 20x20x30 cm Stone chips at dump yard Total cost of Materials
kg cum cum Nos cum
B. MACHINERY: Sl No 1
C. LABOUR: Sl No
UNIT :
Description
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
Quantity 1144.00 4.00 9.60 32.00 1.50
Quantity 4.00 4.00
Quantity
10.00 cum Rate in Rs. 4.00 606.00 155.00 23.00 175.00 Rs:
Amount in Rs. 4576.00 2424.00 1488.00 736.00 262.50 9486.50
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 40.80 341.20 382.00
Rate
Amount
213
Canal and Allied Works - Item Unit Rates 2014-15
Operator pump Hour 4.00 work inspector Day 1.00 Mason Class I Day 2.00 Mason Class II Day 2.00 Crowbarman Day 1.00 mazdoor Day 9.00 Cartman with Double Bullock cart for 7 Day 1.00 water Total cost of Labour labour component/unit qty 560.90 Add contractor's profit and overhead charges 0.14 78.50 labour component/unit qty (including contractor's profit) 639.40 1 2 3 4 5 6
in Rs. 96.10 370.00 385.00 345.00 345.00 295.00
in Rs. 384.40 370.00 770.00 690.00 345.00 2655.00 395.00
395.00 Rs:
5609.40
Rs: Rs: Rs: Rs:
9486.50 382.00 5609.40 15477.90
Rs: Rs: Rs.
2166.91 17644.81 1764.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 cum cum (A+B+C+D)/10.0 Rate per
IRR-CAW-7-47 Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining using stones from canal excavation including cost of all materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts. ( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum)
DATA:
RATE ANALYSIS
UNIT:
10
Cum
A. MATERIALS : Sl. No 1 2 3
Particulars
Unit
Quantity
Rate Amount in Rs. in Rs. 980 3920.00 4.00 3.4 606.00 2060.40 11 155.00 1705.00 7685.4
Cement 43 Gr Kg Sand (Screened) Cum Uncoursed rubble at dump yard Cum Total Cost of Materials Rs. B. MACHINERY :
Sl. No 1 2
Particulars
Unit
Hand Mixing Charges Hour 5 hp pump (diesel) Hour Fuel / Energy charges Hour Total hire charges of Machinery
Quantity
Rs.
Rate Amount in Rs. in Rs. 8 5.50 44.00 4 40.80 10.20 5 426.50 85.30 511.30
C. LABOUR : Sl. No 1 2 3 4 5
Particulars
Unit
Quantity
Operator pump Hour 4 Mason Class I Day 13 Mason Class II Day 6 Mazdoor Day 29 Cartman with double bullock cart Day 1 Total Cost of Labour Rs. labour component/unit qty 1640.90 Add contractor's profit and overhead charges 0.14 229.70 labour component/unit qty (including contractor's profit) 1870.60
Rate Amount in Rs. in Rs. 384.40 96.10 5005.00 385.00 2070.00 345.00 295.00 8555.00 395.00 395.00 16409.40
214
Canal and Allied Works - Item Unit Rates 2014-15
ABSTRACT : A. Cost of Materials B. Hire Charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 10.00 Cum Cum (A+B+C+D)/10.0 Rate per
Rs. Rs. Rs. Rs:
7685.4 511.3 16409.40 24606.10
Rs: Rs: Rs.
3444.85 28050.95 2805.10
IRR-CAW-8
ROCK PITCHING:
IRR-CAW-8-1
Providing and constructing 25 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. ( rubble stones : 0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Uncoursed rubble stones at quarry
UNIT : Unit
cum
Quantity
23.00
100.00 sqm Rate in Rs.
Amount in Rs. 7314.00
318.00 4600.00
2 3
Pin header (Through stone) 30 cm Stone chips at quarry Total cost of Materials
B. MACHINERY: Sl No
Description
Nos cum
Unit
200.00 3.75
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class II mazdoor
Unit
Quantity
Day Day Day
1.00 5.00 6.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1275.00 13189.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 1725.00 1770.00 3865.00
Rs: Rs: Rs: Rs:
13189.00 0.00 3865.00 17054.00
Rs: Rs: Rs.
2387.56 19441.56 194.40
38.70 0.14 5.40 44.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per Note:
23.00 340.00 Rs:
If 15 cm thick murum bed is to be provided below pitching (Murum : 0.18 cum/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
100.00 sqm Rate
Amount
215
Canal and Allied Works - Item Unit Rates 2014-15
1
Murum
cum
18.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description mazdoor
Unit
Quantity
Day
4.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
in Rs. 107.00 0.00 Rs:
in Rs. 1926.00 0.00 1926.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1180.00 1180.00
Rs: Rs: Rs: Rs:
1926.00 0.00 1180.00 3106.00
Rs: Rs: Rs.
434.84 3540.84 35.40
11.80 0.14 1.70 13.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per
IRR-CAW-8-1-A Providing and constructing 22.5 cm thick dry rubble stone pitching with pin headers at 2 per (New Item4 - 201112) sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial
lead upto 50 m and all lifts. ( rubble stones : 0.207 cum/sqm, Stone Chips : 0.03375cum/sqm, Pin Headers 30cm : 2/sqm) (For Maintenance works)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Uncoursed rubble stones at quarry
UNIT : Unit
cum
Quantity
20.70
100.00 sqm Rate in Rs.
Amount in Rs. 6582.60
318.00 4600.00
2 3
Pin header (Through stone) 30 cm Stone chips at quarry Total cost of Materials
B. MACHINERY: Sl No
Description
Nos cum
Unit
200.00 3.375
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class II mazdoor
Unit
Quantity
Day Day Day
1.00 5.00 6.00
Total cost of Labour labour component/unit qty
23.00 340.00 Rs:
1147.50 12330.10
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 1725.00 1770.00 3865.00
38.70
216
Canal and Allied Works - Item Unit Rates 2014-15
Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.14 5.40 44.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per IRR-CAW-8-2
Rs: Rs: Rs: Rs:
12330.10 0.00 3865.00 16195.10
Rs: Rs: Rs.
2267.31 18462.41 184.60
Providing and constructing 25 cm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete ( rubble stones : 0.275 cum/sqm)
DATA:
RATE ANALYSIS
UNIT:
100
Sqm.
A. MATERIALS : Sl. No 1
Particulars Uncoursed rubble stones at quarry
Unit
Quantity
Cum
Rate in Rs.
Amount in Rs. 8745.00
27.50 318.00
Total Cost of Materials Rs.
8745
B. MACHINERY : Sl. No
Particulars
1
Nil
Unit
Quantity 0 0
Total hire charges of Machinery
Rate in Rs.
Amount in Rs. 0 0
Rs.
0
C. LABOUR : Sl. No
Particulars
Unit
Quantity
Rate Amount in Rs. in Rs. 1 Mason Class II Day 5.50 345.00 1897.50 2 Day 24.75 295.00 7301.25 Mazdoor Total Cost of Labour Rs. 9198.75 labour component/unit qty 92.00 Add contractor's profit and overhead charges 0.14 12.90 labour component/unit qty (including contractor's profit) 104.90
ABSTRACT : A. Cost of Materials B. Hire Charges of Machinery C. Cost of Labour
Rs. Rs. Rs. Rs:
8745 0 9198.75 17943.75
D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: Total cost for 100.00 Sqm. Rs: Sqm. (A+B+C+D)/100.0 Rs. Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add in Rs. ( As per rate analysis under item IRR-CAW-8-1- Note )
2512.13 20455.88 204.60
Total
35.40
IRR-CAW-8-2-A Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, (New Item5 - 2011hand packing, finishing etc., complete 12)
( rubble stones : 0.2475 cum/sqm) (For Maintenance Works)
217
Canal and Allied Works - Item Unit Rates 2014-15
RATE ANALYSIS
DATA:
UNIT:
100
Sqm.
A. MATERIALS : Sl. No 1 2
Particulars
Unit
Quantity
Rate Amount in Rs. in Rs. 24.75 144.00 3564.00 3.40 340.00 1156.00 4720
Rough Stone for Revetment Cum Stone Chips at Quarry Cum Total Cost of Materials Rs. B. MACHINERY :
Sl. No
Particulars
1
Nil
Unit
Quantity
Rate in Rs.
0 0
Total hire charges of Machinery
Amount in Rs. 0 0
Rs.
0
C. LABOUR : Sl. No
Particulars
Unit
Quantity
Rate Amount in Rs. in Rs. 1 Mason Class II Day 4.95 345.00 1707.75 2 Day 22.28 295.00 6571.13 Mazdoor Total Cost of Labour Rs. 8278.88 labour component/unit qty 82.80 Add contractor's profit and overhead charges 0.14 11.60 labour component/unit qty (including contractor's profit) 94.40
ABSTRACT : A. Cost of Materials B. Hire Charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Sqm. Sqm. (A+B+C+D)/100.0 Rate per IRR-CAW-8-3
Rs. Rs. Rs. Rs:
4720 0 8278.88 12998.88
Rs: Rs: Rs.
1819.84 14818.72 148.20
Providing and constructing 30 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. ( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Uncoursed rubble stones at quarry
UNIT : Unit
cum
Quantity
27.50
100.00 sqm Rate in Rs.
Amount in Rs. 8745.00
318.00 4600.00
2 3
Pin header (Through stone) 30 cm Stone chips at quarry Total cost of Materials
B. MACHINERY: Sl No 1
Description Nill Total hire charges of Machinery
Nos cum
Unit
200.00 4.50
Quantity 0.00 0.00
23.00 340.00 Rs:
Rate in Rs. 0.00 0.00 Rs:
1530.00 14875.00
Amount in Rs.
0.00
218
Canal and Allied Works - Item Unit Rates 2014-15
C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class II mazdoor
Unit
Quantity
Day Day Day
1.00 5.00 6.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1- Note )
DATA:
Amount in Rs. 370.00 1725.00 1770.00 3865.00
Rs: Rs: Rs: Rs:
14875.00 0.00 3865.00 18740.00
Rs: Rs: Rs.
2623.6 21363.60 213.60
38.70 0.14 5.40 44.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
IRR-CAW-8-4
Rate in Rs. 370.00 345.00 295.00 Rs:
35.40
Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete ( rubble stones : 0.33 cum/sqm)
RATE ANALYSIS A. MATERIALS : Sl No
1
Particulars
Uncoursed rubble stones at Quarry
UNIT : Unit
Cum
Quantity
33.00
100.00 sqm Rate in Rs
Amount in Rs 10494.00
318.00
( Included in material Rate) Total Cost of materials Rs :
10494.00
B.MACHINERY : Sl No
Description
1
Nill
Unit
Quantity 0.00 0.00
Rate in Rs
Amount in Rs
0.00 0.00
Total hire charges of machinery Rs :
0.00
C.LABOUR : Sl No
Description
1 2
Unit
Quantity
Mason Class II Day 6.60 Mazdoor Day 29.70 Total cost of labour Rs : labour component/unit qty 110.40 Add contractor's profit and overhead charges 0.14 15.50 labour component/unit qty (including contractor's profit) 125.90 ABSTRACT A.Cost of Materials including ryolty charges
Rate in Rs 345.00 295.00
Amount in Rs 2277.00 8761.50 11038.50
Rs:
10494.00
219
Canal and Allied Works - Item Unit Rates 2014-15
B. Hire charges of Machinery C.Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching Add ( As per rate analysis under item IRR-CAW-8-1 - Note)
IRR-CAW-8-5
Rs: Rs: Rs:
0.00 11038.50 21532.50
Rs: Rs: Rs.
3014.55 24547.05 245.50
Rs
35.40
Providing and constructing 45 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. ( rubble stones : 0.40 cum/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Uncoursed rubble stones at quarry
UNIT : Unit
cum
Quantity
40.00
100.00 sqm Rate in Rs.
Amount in Rs. 12720.00
318.00 7800.00
2 3
Pin header (Through stone) 45 cm Stone chips at quarry Total cost of Materials
B. MACHINERY: Sl No
Description
Nos cum
Unit
200.00 6.75
Quantity
Nill
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class II mazdoor
Unit
Quantity
Day Day Day
1.00 7.00 9.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
2295.00 22815.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs.
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 2415.00 2655.00 5440.00
Rs: Rs: Rs: Rs:
22815.00 0.00 5440.00 28255.00
Rs: Rs: Rs.
3955.7 32210.70 322.10
0.00
54.40 0.14 7.60 62.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1 - Note )
IRR-CAW-8-6
39.00 340.00 Rs:
35.40
Providing and Constructing 45 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete
220
Canal and Allied Works - Item Unit Rates 2014-15
( rubble stones : 0.495 cum/sqm)
DATA:
RATE ANALYSIS A. MATERIALS : Sl No
1
UNIT :
Particulars
Uncoursed rubble stones at Quarry
Unit
Cum
Quantity
49.50
100.00 sqm Rate in Rs
Amount in Rs 15741.00
318.00
( Included in material Rate) Total Cost of materials Rs :
15741.00
B.MACHINERY : Sl No
Description
1
Nill
Unit
Quantity 0.00 0.00
Rate in Rs
Amount in Rs 0.00 0.00
0.00 0.00
Total hire charges of machinery Rs :
0.00
C.LABOUR : Sl No
Description
Unit
Quantity
1 2
Mason Class II Day 9.90 Mazdoor Day 44.55 Total cost of labour Rs : labour component/unit qty 165.60 Add contractor's profit and overhead charges 0.14 23.20 labour component/unit qty (including contractor's profit) 188.80 ABSTRACT A.Cost of Materials including ryolty charges B. Hire charges of Machinery C.Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching Add ( As per rate analysis under item IRR-CAW-8-1 - Note)
IRR-CAW-8-7
Rate in Rs
Amount in Rs
345.00 295.00
3415.50 13142.25 16557.75
Rs: Rs: Rs: Rs:
15741.00 0.00 16557.75 32298.75
Rs: Rs: Rs.
4521.83 36820.58 368.20
Rs
35.40
Providing and constructing 30 cm thick rubble stone pitching set in CM 1: 5 proportion with pin headers at 2 per sqm in including cost of all materials, labour, packing chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1
particulars
Uncoursed rubble stones at quarry
UNIT : Unit
cum
Quantity
27.50
100.00 sqm Rate in Rs.
Amount in Rs. 8745.00
318.00 4600.00
2 3 4
Pin header (Through stone) 30 cm Stone chips @ 15 % at quarry Cement
Nos cum kg
200.00 4.50 3000.00
23.00 340.00 4.00
1530.00 12000.00
221
Canal and Allied Works - Item Unit Rates 2014-15
5
Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No 1
Description
cum
Unit
5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No
Description
10.50
Quantity 2.00 2.00
Unit
Quantity
Crew for Pump Hour 2.00 work inspector Day 1.00 Mason Class II Day 5.00 mazdoor Day 12.00 Catrman with double bullock cart Day 2.00 Total cost of Labour labour component/unit qty 66.20 Add contractor's profit and overhead charges 0.14 9.30 labour component/unit qty (including contractor's profit) 75.50 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1 - Note )
IRR-CAW-8-8
606.00 Rs:
6363.00 33238.00
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 20.40 170.60 191.00
Rate in Rs. 96.10 370.00 345.00 295.00 395.00 Rs:
Amount in Rs. 192.20 370.00 1725.00 3540.00 790.00 6617.20
Rs: Rs: Rs: Rs:
33238.00 191.00 6617.20 40046.20
Rs: Rs: Rs.
5606.47 45652.67 456.50 35.40
Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar ,finishing etc.,complete ( rubble stones : 0.33 cum/sqm )
DATA:
RATE ANALYSIS
UNIT :
100.00 Sqm
A. MATERIALS : Sl No
Particulars
Unit
Quantity
1
Uncoursed rubble stones at Quarry
Cum
33.00
2 3
Cement Sand (Screened) Total Cost of materials
Kg Cum
3232.00 11.22
Rate in Rs
Amount in Rs 10494.00
318.00 4.00 606.00
Rs :
12928.00 6799.32 30221.32
B.MACHINERY : Sl No
Description
1
Nill Total hire charges of machinery Rs :
Unit
Quantity 0.00
Rate in Rs 0.00
Amount in Rs 0.00 0.00
C.LABOUR :
222
Canal and Allied Works - Item Unit Rates 2014-15
Sl No
Description
Unit
Quantity
1 2 3
Mason Class I Day 0.54 Mason Class II Day 1.26 Mazdoor Day 2.80 Total cost of labour Rs : labour component/unit qty 14.70 Add contractor's profit and overhead charges 0.14 2.10 labour component/unit qty (including contractor's profit) 16.80 ABSTRACT A.Cost of Materials B. Hire charges of Machinery C.Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Sqm Sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching Add ( As per rate analysis under item IRR-CAW-8-1 - Note)
IRR-CAW-8-9
Rate in Rs
Amount in Rs 207.90 434.70 826.00
385.00 345.00 295.00
1468.60
Rs: Rs: Rs: Rs:
30221.32 0.00 1468.60 31689.92
Rs: Rs: Rs.
4436.59 36126.51 361.30
Rs
35.40
Providing and constructing 30 cm thick dry khandki stone pitching using 20 to 25 cm size khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. ( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
1
Khandki stones 20-25 cm height
Nos
1200.00
2 3
Pin header (Through stone) 30 cm Stone chips Total cost of Materials
Nos cum
200.00 4.50
B. MACHINERY: Sl No
Description
Unit
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class II mazdoor
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
1.00 5.00 6.00
100.00 sqm Rate in Rs. 13.00
Amount in Rs. 15600.00 4600.00
23.00 340.00 Rs:
1530.00 21730.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 1725.00 1770.00 3865.00
Rs: Rs: Rs:
21730.00 0.00 3865.00
38.70 0.14 5.40 44.10
223
Canal and Allied Works - Item Unit Rates 2014-15
Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1 - Note )
Rs:
25595.00
Rs: Rs: Rs.
3583.3 29178.30 291.80 35.40
IRR-CAW-8-10 Providing and constructing 45 cm thick dry khandki stone pitching using 25 to 30 cm size khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. ( Khandki stones 25- 30 cm height : 1200 Nos/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
UNIT :
particulars
Unit
Khandki stones 25-30 cm height Pin headers 45 cm Stone chips Total cost of Materials
Nos Nos cum
B. MACHINERY: Sl No
Description
Unit
Quantity 730.00 200.00 6.75
Quantity
Nil
1
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description work inspector Mason Class II mazdoor
Unit
Quantity
Day Day Day
1.00 7.00 9.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
100.00 sqm Rate in Rs. 16.00 39.00 340.00 Rs:
Amount in Rs. 11680.00 7800.00 2295.00 21775.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 2415.00 2655.00 5440.00
Rs: Rs: Rs: Rs:
21775.00 0.00 5440.00 27215.00
Rs: Rs: Rs.
3810.1 31025.10 310.30
54.40 0.14 7.60 62.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1 - Note )
35.40
IRR-CAW-8-11 Providing and constructing 30 cm thick khandki stone pitching using 20 to 25 cm size khandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1:3 proportion including cost of all materials, labour, packing chips and mortar, finishing,
224
Canal and Allied Works - Item Unit Rates 2014-15
curing etc.complete with initial lead upto 50 m and all lifts. ( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
particulars
Unit
Khandki stones 20-25 cm height Pin headers 30 cm long Stone chips @ 15 % at quarry Cement Sand (Screened ) Total cost of Materials
Nos Nos cum kg cum
B. MACHINERY: Sl No 1
UNIT :
Description
Unit
5 hp diesel pump Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
C. LABOUR: Sl No
Quantity 1200.00 200.00 4.50 2902.00 9.67
Quantity 2.00 2.00
Quantity
Crew for Pump Hour 2.00 work inspector Day 1.00 Cartman with double bullock cart Day 2.00 Mason Class II Day 5.00 mazdoor Day 11.00 Total cost of Labour labour component/unit qty 63.20 Add contractor's profit and overhead charges 0.14 8.80 labour component/unit qty (including contractor's profit) 72.00 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1 - Note )
100.00 sqm Rate in Rs. 13.00 23.00 340.00 4.00 606.00 Rs:
Amount in Rs. 15600.00 4600.00 1530.00 11608.00 5860.02 39198.02
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 20.40 170.60 191.00
Rate in Rs. 96.10 370.00 395.00 345.00 295.00 Rs:
Amount in Rs. 192.20 370.00 790.00 1725.00 3245.00 6322.20
Rs: Rs: Rs: Rs:
39198.02 191.00 6322.20 45711.22
Rs: Rs: Rs.
6399.57 52110.79 521.10 35.40
IRR-CAW-8-12 Providing and constructing 45 cm thick khandki stone pitching using 25 to 30 cm stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1 : 3 proportion including cost of all materials, labour, packing chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Khandki stones 25- 30 cm height : 730 Nos/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
Khandki stones 25-30 cm height Pin headers 45 cm
UNIT : Unit Nos Nos
Quantity 730.00 200.00
100.00 sqm Rate in Rs. 16.00 39.00
Amount in Rs. 11680.00 7800.00
225
Canal and Allied Works - Item Unit Rates 2014-15
3 4 5
Stone chips @ 15 % at quarry Cement Sand (Screened ) Total cost of Materials
B. MACHINERY: Sl No 1
cum kg cum
Description
Unit
5 hp diesel pump Fuel / Energy charges Total hire charges of Machinery
Hour Hour
Description
Unit
C. LABOUR: Sl No
6.75 4050.00 13.99
Quantity 4.00 4.00
Quantity
Crew for Pump Hour 4.00 work inspector Day 1.00 Cartman with double bullock cart Day 2.00 Mason Class II Day 7.00 mazdoor Day 16.00 Total cost of Labour labour component/unit qty 86.80 Add contractor's profit and overhead charges 0.14 12.20 labour component/unit qty (including contractor's profit) 99.00 1 2 3 4 5
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm sqm (A+B+C+D)/100.0 Rate per If 15 cm thick murum bed is to be NOTE: provided below pitching add ( As per rate analysis under item IRRCAW-8-1 - Note )
340.00 4.00 606.00 Rs:
2295.00 16200.00 8477.94 46452.94
Rate in Rs. 10.20 85.30 Rs:
Amount in Rs. 40.80 341.20 382.00
Rate in Rs. 96.10 370.00 395.00 345.00 295.00 Rs:
Amount in Rs. 384.40 370.00 790.00 2415.00 4720.00 8679.40
Rs: Rs: Rs: Rs:
46452.94 382.00 8679.40 55514.34
Rs: Rs: Rs.
7772.01 63286.35 632.90 35.40
IRR-CAW-8-13 Providing 10 cm thick approved type grass turfing to the side slopes of canal including cost of all materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts. (FA : 2 cum/sqm)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
Turfing sods Sand for filling
UNIT : Unit sqm cum
Quantity 100.00 2.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Nill
1
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1
Description work inspector
Unit Day
Quantity 0.10
100.00 sqm Rate in Rs. 28.00 342.00 Rs:
Amount in Rs. 2800.00 684.00 3484.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00
Amount in Rs. 37.00
226
Canal and Allied Works - Item Unit Rates 2014-15
2 3
Cartman with double bullock cart Day 2.00 mazdoor Day 14.00 Total cost of Labour labour component/unit qty 49.60 Add contractor's profit and overhead charges 0.14 6.90 labour component/unit qty (including contractor's profit) 56.50 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 sqm (A+B+C+D)/100.0 sqm Rate per
395.00 295.00 Rs:
790.00 4130.00 4957.00
Rs: Rs: Rs: Rs:
3484.00 0.00 4957.00 8441.00
Rs: Rs: Rs.
1181.74 9622.74 96.20
IRR-CAW-8-14 Providing 10 cm Thick approved type gross turfing to the side slopes of canal including cost of all materials ,labour,watering for minimum 15 days etc.,,complete. with initial lead upto 50 m and all lifts ( WITHOUT USING SAND)
DATA:
RATE ANALYSIS
UNIT :
100.00 Sqm
A. MATERIALS : Sl No 1
Particulars Turfing Sods Total Cost of materials
Unit Sqm
Quantity 100.00
Rate in Rs 28.00
Rs :
Amount in Rs 2800.00 2800.00
B.MACHINERY : Sl No
Description
1
Nill
Unit
Quantity 0.00 0.00
Rate in Rs 0.00 0.00
Total hire charges of machinery Rs :
Amount in Rs 0.00 0.00 0.00
C.LABOUR : Sl No
Description
Unit
Quantity
1 2
Mazdoor Day 7.00 Cart men with double bullock cart Day 2.00 Total cost of labour Rs : labour component/unit qty 28.60 Add contractor's profit and overhead charges 0.14 4.00 labour component/unit qty (including contractor's profit) 32.60 ABSTRACT A.Cost of Materials including ryolty charges B. Hire charges of Machinery C.Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14% Total cost for 100.00 Sqm Sqm (A+B+C+D)/100.0 Rate per
Rate in Rs 295.00 395.00
Amount in Rs 2065.00 790.00 2855.00
Rs: Rs: Rs: Rs:
2800.00 0.00 2855.00 5655.00
Rs: Rs: Rs.
791.7 6446.70 64.50
227
Canal and Allied Works - Item Unit Rates 2014-15
228
Canal Cross Drainage Works - Item Unit Rates 2014-15
CHAPTER-IV CANAL CROSS DRAINAGE WORKS - Standard Data
(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) FOR THE YEAR :2014-15 Index- code IRR-CCDW
CANAL CROSS DRAINAGE WORKS - DATA RATES
Directions to add Seigniorage Charges and Additional Lead Charges Seigniorage Charges: 1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable. 2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself) 3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate Additional Lead and Lift Charges: 1. Unless otherwise specified the basic rates are inclusive of all lifts. 2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead as follows: Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again Example: Total lead for sand from approved sand quarry : 15 Km Initial lead included in the basic rate in the SR : 1 Km Lead charges fo Rs. 84.10 Additional lead charges : Lead charges for next 10 kmRs. 126 Total lead charges for 15 kmRs. 210.10 Less 1 km initial lead charg Rs. 31.50 (-) Net additional lead charges Rs. 178.60
3. The Leads for Steel and Cement shall be from the nearest market place to the Project area 4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above) Example: Total lead for earth from approved borrow area : 15 Km Initial lead included in the basic rate in the SR : 1 Km Lead charges fo Rs. 84.10 Additional lead charges : Lead charges for next 10 kmRs. 126 Total lead charges for 15 kmRs. 210.10 Less 1 km initial lead charg Rs. 31.50 (-) Net additional lead charges Rs. 178.60 5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges CCDW - Work Items IRR-CCDW-1
EXCAVATION & FOUNDATION TREATMENT WORKS :
IRR-CCDW-1-1
Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.
230
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
UNIT : Unit
Quantity
NIL
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description
Unit
1 2
Day Day
work inspector mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 0.25 6.00
10.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 1770.00 1862.50
Rs: Rs: Rs: Rs:
0.00 0.00 1862.50 1862.50 260.75 2123.25 212.30
186.30 0.14 26.10 212.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
IRR-CCDW-1-2
DATA:
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Depth upto 3 m Unit = cum cum Taking output = 240 cum Unit 240.00 A. Materials: Sl No Description Unit Quantity Rate in Rs. NIL 0.00 0.00 B. Machinery: Sl No Description 1
Hydraulic excavator 1.0 cum bucket capacity
hour
6.00
Rate in Rs. 1706.60
Fuel/ Energy charges Total in Rs.
hour
6.00
937.80
5626.80 15866.40
Rate in Rs. 370.00 295.00 204.10
Amount in Rs. 118.40 2360.00 1224.60 3703.00
C. Labour: Sl No Description work inspector Mazdoor crew for excavator Total in Rs. labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3
Abstract a) Material
Unit
Unit
Quantity
Amount in Rs. 0.00
Quantity
day day hour
0.32 8.00 6.00
Amount in Rs. 10239.60
15.40 0.14 2.20 17.60
Rs
0.00
231
Canal Cross Drainage Works - Item Unit Rates 2014-15
b) Machinery c) Labour Total D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs Rs Rs 14.00% Rs: 240.00 cum Rs: (A+B+C+D)/240.0 Rs.
15866.40 3703.00 19569.40 2739.72 22309.12 93.00
IRR-CCDW-1-3
Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1
UNIT : Unit
Quantity
NIL
0.00 0.00
Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
NIL
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description
Unit
1 2 3 4
Day Day Day Day
Crowbarman Stone breaker work inspector mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 1.25 1.25 0.25 6.00
10.00 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 345.00 370.00 295.00 Rs:
Amount in Rs. 431.25 431.25 92.50 1770.00 2725.00
Rs: Rs: Rs: Rs:
0.00 0.00 2725.00 2725.00 381.5 3106.5 310.70
272.50 0.14 38.20 310.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
IRR-CCDW-1-4
DATA:
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
Excavation in ordnary rock without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m. ( Data adopted from MORTH) Mechanical Means Unit = cum Unit: Taking output = 180 cum 180.00 A. Materials: Sl No Description Unit Quantity Rate in Rs. NIL 0.00 0.00 B. Machinery: Sl No Description 1.0
Hydraulic excavator 1.0 cum bucket capacity
Unit hour
Quantity 6.00
Rate in Rs. 1706.60
cum Amount in Rs. 0.00
Amount in Rs. 10239.60
232
Canal Cross Drainage Works - Item Unit Rates 2014-15
Fuel/ Energy charges Total in Rs. C. Labour: Sl No Description 1 2 3
work inspector Mazdoor crew for excavator Total in Rs.
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) Abstract a) Material b) Machinery c) Labour Total D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
hour
Unit
6.00
Quantity
day day hour
0.24 6.00 6.00
RATE ANALYSIS A. MATERIALS: Sl No Particulars
B. MACHINERY: Sl No Description 1 2
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Jack hammers 2 Nos. Fuel / Energy charges Total hire charges of Machinery
UNIT : Unit
Quantity
Rm 10% Hour kg Nos Rm LS
Unit
43.50 6.00 20.00 29.00 70.00 0.50
Quantity
Hour Hour Hour Hour
C. LABOUR: Sl No Description
Unit
1 2 3 4 5 6 7 8
Hour Hour Day Day Day Day Day Day
Crew for Air compressor Crew for Jack hammer work inspector Blaster Helper blaster Crowbarman Stone breaker mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Amount in Rs. 88.80 1770.00 1224.60 3083.40
14.00% Rs: 180.00 cum Rs: (A+B+C+D)/180.0 Rs.
DATA:
2 3 4 5 6
Rate in Rs. 370.00 295.00 204.10
Rs Rs Rs Rs
Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.
Use rate of drill rod 1.6 m length Reconditioning charges @ Use rate of air hose 2 Nos. Explosive small dia ( Kelvex-220 ) Electric detonators Detonating fuse coil Sundries Total cost of Materials
5626.80 15866.40
17.10 0.14 2.40 19.50
IRR-CCDW-1-5
1
937.80
3.00 3.00 6.00 6.00
Quantity 3.00 6.00 1.00 0.50 0.50 6.00 3.00 51.00
0.00 15866.40 3083.40 18949.80 2652.97 21602.77 120.00
100 cum Rate in Rs. 20.14 0.22 70.00 13.00 11.00 41.00 Rs:
Amount in Rs. 876.09 87.61 1.31 1400.00 377.00 770.00 20.50 3532.51
Rate in Rs. 275.60 959.10 19.80 0.00 Rs:
Amount in Rs. 826.80 2877.30 118.80 0.00 3822.90
Rate in Rs. 182.20 284.70 370.00 440.00 345.00 345.00 345.00 295.00 Rs:
Amount in Rs. 546.60 1708.20 370.00 220.00 172.50 2070.00 1035.00 15045.00 21167.30
211.70 0.14 29.60 241.30
233
Canal Cross Drainage Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs: Rs: Rs: Rs:
Total 14.00% Rs: 100.00 cum Rs: (A+B+C+D)/100.0 Rs.
IRR-CCDW-1-6
Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in specified dump area or stack yard as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4 5 6
Explosive small dia ( Kelvex-220 ) Ordinary detonator Electric detonator Detonating fuse coil Use rate of air hose 2 Nos. Use rate of drill rod Reconditioning charges @ Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Jack hammer 2 Nos Fuel / Energy charges Total hire charges of Machinery
UNIT : Unit kg No. No. Rm Hour Rm 10%
Unit
32.00 8.00 104.00 150.00 16.00 98.30
Quantity
Hour Hour Hour Hour
C. LABOUR: Sl No Description
Unit
1 2 3 4 5 6 7 8
Hour Hour Day Day Day Day Day Day
Crew for Air compressor Crew for Jack hammer Blaster licensed Helper blasting work inspector Crowbarman Stone breaker mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity
8.00 8.00 16.00 16.00
Quantity 8.00 16.00 1.00 1.00 1.00 6.00 6.00 51.00
100.00 cum Rate in Rs. 70.00 9.00 13.00 11.00 10.94 26.85 Rs:
Amount in Rs. 2240.00 72.00 1352.00 1650.00 175.00 2639.68 263.97 8392.65
Rate in Rs. 275.60 959.10 19.80 0.00 Rs:
Amount in Rs. 2204.80 7672.80 316.80 0.00 10194.40
Rate in Rs. 182.20 284.70 440.00 345.00 370.00 345.00 345.00 295.00 Rs:
Amount in Rs. 1457.60 4555.20 440.00 345.00 370.00 2070.00 2070.00 15045.00 26352.80
Rs: Rs: Rs: Rs:
8392.65 10194.40 26352.80 44939.85 6291.58 51231.43 512.30
263.50 0.14 36.90 300.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
IRR-CCDW-1-7
3532.51 3822.90 21167.30 28522.71 3993.18 32515.892 325.20
Total 14.00% Rs: 100.00 cum Rs: (A+B+C+D)/100.0 Rs.
Excavation in hard rock with blasting prohibited for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in or stack yard as directed etc., complete with specified dump area initial lead upto 50 m and
234
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
initial lift upto 3 m. Hard Rock ( blasting prohibited ) Unit = cum Taking output = 10 cum Mechanical Means A.Materials: Sl No Description
( Data adopted from MORTH)
Unit
Quantity
NIL b) Machinery Sl No Description 1.0
Air Compressor 250 cft with 2 leads of pneumatic breaker Fuel/ Energy charges Total in Rs.
c) Labour Sl No Description work inspector Mazdoor crew for compressor Total in Rs. labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3
Abstract a) Material b) Machinery c) Labour Total D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
0.00
Unit
Amount in Rs. 0.00
Amount in Rs. 1447.80
hour
6.00
Rate in Rs. 241.30
hour
6.00
767.30
4603.80 6051.60
Rate in Rs. 370.00 295.00 182.20
Amount in Rs. 74.00 1475.00 1093.20 2642.20
Unit
Quantity
Rate in Rs. 0.00
Quantity
day day hour
0.20 5.00 6.00
264.20 0.14 37.00 301.20
Rs Rs Rs Rs 10.00 cum (A+B+C+D)/10.0
14.00% Rs: Rs: Rs.
IRR-CCDW-1-8
Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with 1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaning hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars 1 2 3 4
Cement for grouting 25 mm dia steel Use rate of 32 mm dia drill rod Reconditioning charges @ Use rate of air hose Total cost of Materials
B. MACHINERY: Sl No Description 1 2
Air compressor 8.5 cmm ( diesel ) Fuel / Energy charges Jack hammer 2 Nos Fuel / Energy charges Total hire charges of Machinery
cum
10.00
UNIT : Unit kg kg Rm 10% Hour
Unit Hour Hour Hour Hour
Quantity 5.00 101.00 12.50 2.00
Quantity 1.00 1.00 2.00 2.00
0.00 6051.60 2642.20 8693.80 1217.13 9910.93 991.10
10.00 Nos. Rate in Rs. 4.00 46.50 26.85 10.94 Rs:
Amount in Rs. 20.00 4696.50 335.67 33.57 21.88 5107.61
Rate in Rs. 275.60 959.10 19.80 0.00 Rs:
Amount in Rs. 275.60 959.10 39.60 0.00 1274.30
C. LABOUR:
235
Canal Cross Drainage Works - Item Unit Rates 2014-15
Sl No
Description
1 2 3 4 5 6
Crew for Air compressor Crew for Jack hammer Mason Class-II Bar bender work inspector mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity
Hour Hour Day Day Day Day
1.00 2.00 0.50 0.50 0.50 1.00
Rate in Rs. 182.20 284.70 345.00 450.00 370.00 295.00 Rs:
Amount in Rs. 182.20 569.40 172.50 225.00 185.00 295.00 1629.10
Rs: Rs: Rs: Rs:
5107.61 1274.30 1629.10 8011.01 1121.54 9132.55 913.30
162.90 0.14 22.80 185.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per each
10.00 Nos. (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-2
STEEL AND CEMENT CONCRETE WORKS :
IRR-CCDW-2-1
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No Particulars
Unit
1 2 3
kg kg LS
Rein.Steel with 5 % wastage Binding wire 1.25 mm dia Sundries ( chairs / spacers etc ) Total cost of Materials
B. MACHINERY: Sl No Description 1
UNIT :
Unit
Quantity 1050.00 8.00 3.00
Quantity
Nil
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No Description
Unit
1 2 3
Day Day Day
work inspector Bar bender mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 1.00 6.00 11.00
1000.00 kg Rate in Rs. 46.50 70.00 41.00 Rs:
Amount in Rs. 48825.00 560.00 123.00 49508.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 450.00 295.00 Rs:
Amount in Rs. 370.00 2700.00 3245.00 6315.00
Rs: Rs: Rs: Rs:
49508.00 0.00 6315.00 55823.00 7815.22 63638.22 63.60
6.30 0.14 0.90 7.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per kg
IRR-CCDW-2-2
Total 14.00% Rs: 1000.00 kg Rs: (A+B+C+D)/1000.0 Rs.
Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x
236
Canal Cross Drainage Works - Item Unit Rates 2014-15
100 x 10 mm angle and 250 x 12 mm plate for sinking for sinking 4.50 m outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.
DETAILS OF FOUNDATION WELL CUTTING EDGE
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
Particulars
Unit
Str.Steel angle with 2.5 % wastage Str.Steel plate with 2.5 % wastage Steel for anchors Acetyline gas Oxygen gas Welding electrodes Sundries Total cost of Materials
kg kg kg cum cum Nos LS
B. MACHINERY: Sl No 1 2 3
Description
Unit
Bending machine Fuel / Energy charges Welding set Fuel / Energy charges Sundries Total hire charges of Machinery
Hour Hour Hour Hour LS
C. LABOUR: Sl No 1 2 3 4
UNIT :
Description
Str. Steel fabricator Welder / Gas cutter work inspector mazdoor
Unit
Quantity 216.10 342.30 56.60 0.50 1.50 300.00 5.00
Quantity 8.00 8.00 30.00 30.00 10.00
Quantity
Day Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
2.00 5.00 1.00 5.00
615.00 kg Rate in Rs. 45.00 46.00 46.50 320.00 52.00 11.00 41.00 Rs:
Amount in Rs. 9724.50 15745.80 2631.90 160.00 78.00 3300.00 205.00 31845.20
Rate in Rs. 42.60 114.10 16.00 91.30 41.00 Rs:
Amount in Rs. 340.80 912.80 480.00 2739.00 410.00 4882.60
Rate in Rs. 440.00 385.00 370.00 295.00 Rs:
Amount in Rs. 880.00 1925.00 370.00 1475.00 4650.00
Rs: Rs: Rs: Rs:
31845.20 4882.60 4650.00 41377.80 5792.89 47170.69 76.70
7.60 0.14 1.10 8.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per kg
Total 14.00% Rs: 615.00 kg Rs: (A+B+C+D)/615.0 Rs.
IRR-CCDW-2-3 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),
237
Canal Cross Drainage Works - Item Unit Rates 2014-15
CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Data
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum kg sqm 10% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Needle vibrator work inspector Mason Class-I mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 3998.80 46.14 6.92 4.15 2.77 6.15 16.00 15.38
15.38 cum Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 15995.20 184.56 7924.55 5024.65 2422.35 2842.22 1279.62 3761.39 376.14 20.50 39831.17
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Amount in Rs. 1518.40 48.05 153.10 1092.80 370.00 385.00 3245.00 1180.00 885.00 4537.10 295.00 1158.11 115.81 14983.38
0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 370.00 385.00
Day Day Day Day Day sqm 10%
11.00 4.00 3.00 15.38 1.00 15.38
295.00 295.00 295.00 295.00 295.00 75.30
Unit
Quantity
Rs: 974.20 0.14 136.40 1110.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 15.38 cum Rs: (A+B+C+D)/15.38 Rs.
Rs: Rs: Rs: Rs:
39831.17 2115.65 14983.38 56930.20 7970.23 64900.43 4219.80
IRR-CCDW-2-4 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,
238
Canal Cross Drainage Works - Item Unit Rates 2014-15
complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum cum kg sqm 10% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 600/400 ltr ( diesel) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 60 mm dia ( petrol) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 3600.00 43.20 4.94 4.23 2.82 2.12 5.04 14.40 14.40
14.40 cum Rate in Rs. 4.00 4.00 635.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 14400.00 172.80 3136.39 4847.47 3415.10 1852.20 2328.48 1152.00 3521.72 352.17 20.50 35198.84
Rate in Rs. 92.70 170.50 10.20 85.30 402.50 322.20 8.20 32.20 Rs:
Amount in Rs. 741.60 1364.00 5.10 42.65 402.50 322.20 65.60 257.60 3201.25
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00 3245.00 1180.00 885.00 4248.00 295.00 1084.32 108.43 14613.10
0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Quantity
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 10%
11.00 4.00 3.00 14.40 1.00 14.40
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1014.80 0.14 142.10 1156.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 14.40 cum Rs: (A+B+C+D)/14.40 Rs.
Rs: Rs: Rs: Rs:
35198.84 3201.25 14613.10 53013.19 7421.85 60435.04 4196.90
IRR-CCDW-2-5 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than
239
Canal Cross Drainage Works - Item Unit Rates 2014-15
10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum kg sqm 10% LS
B. MACHINERY: Sl No 1 2 3 4
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6 7
8 9
UNIT :
Description
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Labour cost for shuttering
Unit
Quantity 3599.20 49.08 7.36 4.42 2.94 6.54 14.40 16.36
16.36 cum Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 14396.80 196.32 8429.49 5344.81 2576.70 3023.33 1151.74 4001.07 400.11 20.50 39540.87
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
3245.00 1180.00 885.00 4826.20 295.00 1231.91 15230.46
Rs: Rs: Rs: Rs:
39540.87 2115.65 15230.46 56886.97 7964.18 64851.15 3964.00
0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Quantity
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Day Day Day Day Day sqm
11.00 4.00 3.00 16.36 1.00 16.36
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
931.00 0.14 130.30 1061.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 16.36 cum Rs: (A+B+C+D)/16.36 Rs.
240
Canal Cross Drainage Works - Item Unit Rates 2014-15
IRR-CCDW-2-6 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum cum kg sqm 10% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 60 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6 7
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 3201.00 43.65 4.99 4.28 2.85 2.14 5.09 12.80 14.55
14.55 cum Rate in Rs. 4.00 4.00 635.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 12804.00 174.60 3169.06 4897.97 3450.68 1871.49 2352.74 1024.32 3558.41 355.84 20.50 33679.60
Rate in Rs. 92.70 170.50 10.20 85.30 402.50 322.20 8.20 32.20 Rs:
Amount in Rs. 741.60 1364.00 5.10 42.65 402.50 322.20 65.60 257.60 3201.25
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00 3245.00 1180.00 885.00 4292.25 295.00 1095.62 109.56 14669.78
0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Quantity
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 10%
11.00 4.00 3.00 14.55 1.00 14.55
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1008.20 0.14 141.10 1149.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for
14.55 cum
Total 14.00% Rs: Rs:
Rs: Rs: Rs: Rs:
33679.60 3201.25 14669.78 51550.63 7217.09 58767.72
241
Canal Cross Drainage Works - Item Unit Rates 2014-15
Rate per cum
(A+B+C+D)/14.55
Rs.
4039.00
IRR-CCDW-2-7 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 220 kg / cum ) (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 3 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum kg sqm 10% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6 7
Description
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 4398.90 42.57 6.39 3.83 2.55 5.68 17.60 14.19
14.19 cum Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 17595.60 170.28 7311.40 4635.87 2234.93 2622.31 1407.65 3470.36 347.04 20.50 39815.93
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00
Rs:
3245.00 1180.00 885.00 4186.05 295.00 1068.51 106.85 14533.76
Rs: Rs: Rs: Rs:
39815.93 2115.65 14533.76 56465.34
0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 10%
11.00 4.00 3.00 14.19 1.00 14.19
295.00 295.00 295.00 295.00 295.00 75.30
Unit
Quantity
1024.20 0.14 143.40 1167.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
242
Canal Cross Drainage Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
14.00% Rs: 14.19 cum Rs: (A+B+C+D)/14.19 Rs.
7905.15 64370.49 4536.30
IRR-CCDW-2-8 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum kg sqm 25% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6 7
Description
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying including lifting for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery
Quantity 4800.00 75.00 6.75 4.05 2.70 6.00 19.20 30.00 0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
15.00 cum Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 19200.00 300.00 7728.75 4900.50 2362.50 2772.00 1536.00 7336.92 1834.23 20.50 47991.40
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00
Rs:
3245.00 1180.00 1180.00 4425.00 295.00 1129.50 282.38 15304.23
Rs: Rs:
47991.40 2115.65
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 25%
11.00 4.00 4.00 15.00 1.00 15.00
295.00 295.00 295.00 295.00 295.00 75.30
Unit
Quantity
1020.30 0.14 142.80 1163.10
243
Canal Cross Drainage Works - Item Unit Rates 2014-15
C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
15.00 cum (A+B+C+D)/15.0
Rs: Rs:
Total 14.00% Rs: Rs: Rs.
15304.23 65411.27 9157.58 74568.85 4971.30
IRR-CCDW-2-9 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm 25% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5 6 7
ABSTRACT: A. Cost of Materials
Unit
Quantity 5200.80 78.80 8.20 4.41 7.09 20.80 31.52 0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Quantity
15.76 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 20803.20 315.20 9916.19 3861.20 3276.50 1664.26 7708.66 1927.16 20.50 49492.87
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00
Rs:
3245.00 1180.00 1180.00 4649.20 295.00 2373.46 593.36 17083.37
Rs:
49492.87
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 25%
11.00 4.00 4.00 15.76 1.00 31.52
295.00 295.00 295.00 295.00 295.00 75.30
1084.00 0.14 151.80 1235.80
244
Canal Cross Drainage Works - Item Unit Rates 2014-15
B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs: Rs: Rs:
Total 14.00% Rs: 15.76 cum Rs: (A+B+C+D)/15.76 Rs.
2115.65 17083.37 68691.89 9616.86 78308.751 4968.80
IRR-CCDW-2-10 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm 25% LS
B. MACHINERY: Sl No 1 2 3 4
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5 6 7
Unit
Quantity 4398.80 78.55 8.17 4.40 7.07 17.60 31.42 0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Quantity
15.71 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 17595.20 314.20 9884.73 3848.95 3266.11 1407.62 7684.20 1921.05 20.50 45942.56
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00 3245.00 1180.00 1180.00 4634.45 295.00 2365.93 591.48 17059.21
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 25%
11.00 4.00 4.00 15.71 1.00 31.42
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1085.90 0.14 152.00 1237.90
ABSTRACT:
245
Canal Cross Drainage Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs: Rs: Rs: Rs:
Total 14.00% Rs: 15.71 cum Rs: (A+B+C+D)/15.71 Rs.
45942.56 2115.65 17059.21 65117.41 9116.44 74233.853 4725.30
IRR-CCDW-2-11 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm 25% LS
B. MACHINERY: Sl No 1 2 3 4
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Crew for Concrete mixer Crew for Pump Crew for Water tanker Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 8 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) 1 2 3 4 5 6 7
UNIT :
Unit
Quantity 3960.00 90.00 9.36 5.04 8.10 15.84 36.00 0.50
Quantity 8.00 8.00 0.50 0.50 1.00 1.00 8.00 8.00
Quantity
18.00 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 15840.00 360.00 11325.60 4410.00 3742.20 1267.20 8804.30 2201.08 20.50 47970.88
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 60.80 172.00 2115.65
Amount in Rs. 1518.40 48.05 153.10 1092.80 385.00 370.00 3245.00 1180.00 1180.00 5310.00 295.00 2710.80 677.70 18165.85
Hour Hour Hour Hour Day Day
8.00 0.50 1.00 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 153.10 136.60 385.00 370.00
Day Day Day Day Day sqm 25%
11.00 4.00 4.00 18.00 1.00 36.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1009.20 0.14 141.30 1150.50
246
Canal Cross Drainage Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
18.00 cum (A+B+C+D)/18.0
Rs: Rs: Rs: Rs:
Total 14.00% Rs: Rs: Rs.
47970.88 2115.65 18165.85 68252.38 9555.33 77807.707 4322.70
IRR-CCDW-2-12 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of curved shutter (40 uses) Sundries Total cost of Materials
kg cum cum cum kg sqm LS
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
7
UNIT :
Description
Crew for Concrete mixer Crew for Pump Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Labour cost for shuttering
Unit
Quantity 5250.00 7.80 4.20 6.75 21.00 82.50 0.50
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Day Day Day Day Day sqm
11.00 4.00 3.00 15.00 1.00 82.50
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
15.00 cum Rate in Rs. 4.00 1210.00 875.00 462.00 80.00 269.02 41.00 Rs:
Amount in Rs. 21000.00 9438.00 3675.00 3118.50 1680.00 22194.18 20.50 61126.18
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
3245.00 1180.00 885.00 4425.00 295.00 6212.25 19656.50
Rs: Rs: Rs:
61126.18 1390.95 19656.50
1310.40 0.14 183.50 1493.90
247
Canal Cross Drainage Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
15.00 cum (A+B+C+D)/15.0
Total 14.00% Rs: Rs: Rs.
Rs:
82173.63 11504.31 93677.937 6245.20
IRR-CCDW-2-13 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well steining including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 2 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of curved shutter (40 uses) Sundries Total cost of Materials
kg kg cum cum cum cum kg sqm LS
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
7
UNIT :
Description
Crew for Concrete mixer Crew for Pump Crew for Vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Labour cost for shuttering
Unit
Quantity 4800.00 30.00 6.75 4.05 2.70 6.00 19.20 60.00 0.50
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Day Day Day Day Day sqm
11.00 4.00 3.00 15.00 1.00 60.00
15.00 cum Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 269.02 41.00 Rs:
Amount in Rs. 19200.00 120.00 7728.75 4900.50 2362.50 2772.00 1536.00 16141.22 20.50 54781.47
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
3245.00 1180.00 885.00 4425.00 295.00 4518.00 17962.25
Rs: Rs: Rs: Rs:
54781.47 1390.95 17962.25 74134.67 10378.85
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1197.50 0.14 167.70 1365.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C)
Total 14.00% Rs:
248
Canal Cross Drainage Works - Item Unit Rates 2014-15
Total cost for Rate per cum
15.00 cum (A+B+C+D)/15.0
Rs: Rs.
84513.52 5634.20
IRR-CCDW-2-14 Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well bottom plug by tremie or skip box method including cost of all materials, machinery, labour, batching, mixing, placing in position as per detailed specifications etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 350 kg / cum ) (Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
Particulars
Cement for mix Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer
UNIT : Unit
Quantity
kg cum cum cum kg
4900.00 7.28 3.92 6.30 19.60 TOTAL 1%
Add for tremie arrangement @ Total cost of Materials B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Sundries( Hopper etc. ) Total hire charges of Machinery
Hour Hour Hour Hour LS
C. LABOUR: Sl No
Description
1 2 3 4 5
Crew for Concrete mixer Crew for Pump Fitter shuttering work inspector mazdoor for erecting/ dismantling tremie for batching materials for loading mortar pans for feeding tremie hopper for conveying concrete Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 8.00 8.00 0.50 0.50 5.00
Quantity
Hour Hour Day Day
8.00 0.50 1.00 1.00
Day Day Day Day Day
4.00 11.00 4.00 2.00 16.00
14.00 cum Rate in Rs. 4.00 1210.00 875.00 462.00 80.00 Rs: Rs: Rs:
Amount in Rs. 19600.00 8808.80 3430.00 2910.60 1568.00 36317.40 363.17 36680.57
Rate in Rs. 53.50 85.30 10.20 85.30 41.00 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 205.00 1363.15
Rate in Rs. 189.80 96.10 345.00 370.00
Amount in Rs. 1518.40 48.05 345.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
1180.00 3245.00 1180.00 590.00 4720.00 13196.45
Rs: Rs: Rs: Rs:
36680.57 1363.15 13196.45 51240.17 7173.62 58413.79 4172.40
942.60 0.14 132.00 1074.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
14.00 cum (A+B+C+D)/14.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-2-15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well top plug including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with
249
Canal Cross Drainage Works - Item Unit Rates 2014-15
Note:
initial lead upto 50 m and all lifts. If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4
Particulars
Unit
Cement for mix Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Total cost of Materials
kg cum cum cum cum kg
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
UNIT :
Description
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing
Unit
Quantity 4001.20 6.43 3.86 2.57 5.72 16.00
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Day Day Day Day Day
11.00 4.00 3.00 14.29 1.00
14.29 cum Rate in Rs. 4.00 1145.00 1210.00 875.00 462.00 80.00 Rs:
Amount in Rs. 16004.80 7362.92 4668.54 2250.68 2640.79 1280.38 34208.12
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00
295.00 295.00 295.00 295.00 295.00 Rs:
3245.00 1180.00 885.00 4215.55 295.00 13234.80
Rs: Rs: Rs: Rs:
34208.12 1390.95 13234.80 48833.87 6836.74 55670.61 3895.80
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
926.20 0.14 129.70 1055.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 14.29 cum Rs: (A+B+C+D)/14.29 Rs.
IRR-CCDW-2-16 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well cap including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
250
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of curved shutter (40 uses) Sundries Total cost of Materials
kg kg cum cum cum kg sqm LS
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
7
UNIT :
Description
Unit
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Labour cost for shuttering
Quantity 5200.80 78.80 8.20 4.41 7.09 20.80 15.76 0.50
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Day Day Day Day Day sqm
11.00 4.00 3.00 15.76 1.00 15.76
15.76 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 20803.20 315.20 9916.19 3861.20 3276.50 1664.26 3854.33 20.50 43711.38
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
3245.00 1180.00 885.00 4649.20 295.00 1186.73 14855.18
Rs: Rs: Rs: Rs:
43711.38 1390.95 14855.18 59957.51 8394.05 68351.56 4337.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
942.60 0.14 132.00 1074.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 15.76 cum Rs: (A+B+C+D)/15.76 Rs.
IRR-CCDW-2-17 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
UNIT : Unit
Quantity
14.40 cum Rate
Amount
251
Canal Cross Drainage Works - Item Unit Rates 2014-15
1 2
3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Total cost of Materials
B. MACHINERY: Sl No 1 2 3
kg kg cum cum cum cum cum kg sqm 30%
Description
Unit
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 60 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Unit
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
3600.00 72.00 4.94 4.23 2.82 2.12 5.04 14.40 39.60
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
in Rs. 4.00 4.00 635.00 1145.00 1210.00 875.00 462.00 80.00 256.79 Rs:
in Rs. 14400.00 288.00 3136.39 4847.47 3415.10 1852.20 2328.48 1152.00 10168.97 3050.69 44639.31
Rate in Rs. 92.70 170.50 10.20 85.30 8.20 32.20 Rs:
Amount in Rs. 741.60 1364.00 5.10 42.65 65.60 257.60 2476.55
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 1770.00 4248.00 295.00 2981.88 894.56 18028.69
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 30%
11.00 4.00 6.00 14.40 1.00 39.60
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1252.00 0.14 175.30 1427.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs: Rs: Rs: Rs:
Total 14.00% Rs: 14.40 cum Rs: (A+B+C+D)/14.40 Rs.
44639.31 2476.55 18028.69 65144.55 9120.24 74264.791 5157.30
IRR-CCDW-2-18 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
UNIT : Unit
Quantity
14.55 cum Rate
Amount
252
Canal Cross Drainage Works - Item Unit Rates 2014-15
1 2
3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate ofshuttering for 40 uses Scaffolding @ of shuttering Total cost of Materials
B. MACHINERY: Sl No 1 2 3
kg kg cum cum cum cum cum kg sqm 30%
Description
Unit
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 60 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Unit
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
3201.00 72.75 4.99 4.28 2.85 2.14 5.09 12.80 40.01
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
in Rs. 4.00 4.00 635.00 1145.00 1210.00 875.00 462.00 80.00 256.79 Rs:
in Rs. 12804.00 291.00 3169.06 4897.97 3450.68 1871.49 2352.74 1024.32 10274.90 3082.47 43218.62
Rate in Rs. 92.70 170.50 10.20 85.30 8.20 32.20 Rs:
Amount in Rs. 741.60 1364.00 5.10 42.65 65.60 257.60 2476.55
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 1770.00 4292.25 295.00 3012.94 903.88 18113.32
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 30%
11.00 4.00 6.00 14.55 1.00 40.01
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1244.90 0.14 174.30 1419.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs: Rs: Rs: Rs:
Total 14.00% Rs: 14.55 cum Rs: (A+B+C+D)/14.55 Rs.
43218.62 2476.55 18113.32 63808.49 8933.19 72741.68 4999.40
IRR-CCDW-2-19 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
UNIT : Unit
Quantity
16.36 cum Rate
Amount
253
Canal Cross Drainage Works - Item Unit Rates 2014-15
1 2
3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Total cost of Materials
B. MACHINERY: Sl No 1 2 3
kg kg cum cum cum cum kg sqm 30%
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Unit
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
3599.20 81.80 7.36 4.42 2.94 6.54 14.40 44.99
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 256.79 Rs:
in Rs. 14396.80 327.20 8429.49 5344.81 2576.70 3023.33 1151.74 11553.08 3465.92 50269.08
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 1475.00 4826.20 295.00 3387.75 1016.32 18839.52
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 30%
11.00 4.00 5.00 16.36 1.00 44.99
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1151.60 0.14 161.20 1312.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Rs: Rs: Rs: Rs:
Total 14.00% Rs: 16.36 cum Rs: (A+B+C+D)/16.36 Rs.
50269.08 1390.95 18839.52 70499.55 9869.94 80369.49 4912.60
IRR-CCDW-2-20 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for cantiliver / counterfort retaining walls including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) Note:
If water is to be brought from other place add only lead charges @ 500 ltr / cum.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
UNIT : Unit
Quantity
16.25 cum Rate
Amount
254
Canal Cross Drainage Works - Item Unit Rates 2014-15
1 2
3 4 5 6
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
B. MACHINERY: Sl No 1 2 3
kg kg cum cum cum cum kg sqm 25% LS
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Unit
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
5200.00 81.25 7.31 4.39 2.93 6.50 20.80 52.81
in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
in Rs. 20800.00 325.00 8372.81 5308.88 2559.38 3003.00 1664.00 12916.03 3229.01 20.50 58198.60
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 1475.00 4793.75 295.00 3976.78 994.20 19373.98
0.50
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 25%
11.00 4.00 5.00 16.25 1.00 52.81
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1192.20 0.14 166.90 1359.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 16.25 cum Rs: (A+B+C+D)/16.25 Rs.
Rs: Rs: Rs: Rs:
58198.60 1390.95 19373.98 78963.53 11054.89 90018.42 5539.60
IRR-CCDW-2-21 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type retaining walls / piers / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum )
DATA:
RATE ANALYSIS
UNIT :
18.09 cum
255
Canal Cross Drainage Works - Item Unit Rates 2014-15
A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 4 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Plums of size 150 to 80 mm Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Total cost of Materials
kg kg cum cum cum cum cum kg sqm 30%
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 60 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
7
Description
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for placing plums for conveying concrete for conveying plums for cleaning/ washing/ curing Labour for shuttering Labour for scaffolding @
Unit
Quantity 4703.40 72.36 6.92 4.15 2.77 4.52 6.15 18.81 49.75
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 340.00 462.00 80.00 244.56 Rs:
Amount in Rs. 18813.60 289.44 7922.74 5023.50 2421.80 1537.65 2841.58 1505.09 12166.44 3649.93 56171.78
Rate in Rs. 53.50 85.30 10.20 85.30 8.20 32.20 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 65.60 257.60 1481.35
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 1475.00 590.00 4537.10 590.00 295.00 3745.99 1123.80 20196.13
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day Day Day sqm 30%
11.00 4.00 5.00 2.00 15.38 2.00 1.00 49.75
295.00 295.00 295.00 295.00 295.00 295.00 295.00 75.30
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rs: 1116.40 0.14 156.30 1272.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 18.09 cum Rs: (A+B+C+D)/18.09 Rs.
Rs: Rs: Rs: Rs:
56171.78 1481.35 20196.13 77849.26 10898.9 88748.16 4905.90
IRR-CCDW-2-22 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,graded aggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
256
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum cum kg sqm 15% LS
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
7
UNIT :
Description
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Labour for shuttering Labour for scaffolding @
Unit
Quantity 3998.80 76.90 6.92 4.15 2.77 6.15 16.00 30.76
15.38 cum Rate in Rs. 4.00 4.00 1145.00 1210.00 875.00 462.00 80.00 256.79 41.00 Rs:
Amount in Rs. 15995.20 307.60 7924.55 5024.65 2422.35 2842.22 1279.62 7898.93 1184.84 20.50 44900.45
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 885.00 4537.10 295.00 2316.23 347.43 16220.01
0.50
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 15%
11.00 4.00 3.00 15.38 1.00 30.76
295.00 295.00 295.00 295.00 295.00 75.30
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rs: 1054.60 0.14 147.60 1202.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 15.38 cum Rs: (A+B+C+D)/15.38 Rs.
Rs: Rs: Rs: Rs:
44900.45 1390.95 16220.01 62511.41 8751.6 71263.01 4633.50
IRR-CCDW-2-23 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)
257
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 80-40 mm Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Total cost of Materials
kg kg cum cum cum cum cum kg sqm 15%
B. MACHINERY: Sl No 1 2 3
UNIT :
Description
Unit
Concrete mixer 600/400 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 60 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 3600.00 72.00 4.94 4.23 2.82 2.12 5.04 14.40 28.80
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
14.40 cum Rate in Rs. 4.00 4.00 635.00 1145.00 1210.00 875.00 462.00 80.00 256.79 Rs:
Amount in Rs. 14400.00 288.00 3136.39 4847.47 3415.10 1852.20 2328.48 1152.00 7395.61 1109.34 39924.60
Rate in Rs. 92.70 170.50 10.20 85.30 8.20 32.20 Rs:
Amount in Rs. 741.60 1364.00 5.10 42.65 65.60 257.60 2476.55
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 885.00 4248.00 295.00 2168.64 325.30 15761.19
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 15%
11.00 4.00 3.00 14.40 1.00 28.80
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1094.50 0.14 153.20 1247.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 14.40 cum Rs: (A+B+C+D)/14.40 Rs.
Rs: Rs: Rs: Rs:
39924.60 2476.55 15761.19 58162.34 8142.73 66305.07 4604.50
IRR-CCDW-2-24 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
258
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 30 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm 250% LS
B. MACHINERY: Sl No 1 2 3
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 5200.80 78.80 8.20 4.41 7.09 20.80 39.40
15.76 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 297.55 41.00 Rs:
Amount in Rs. 20803.20 315.20 9916.19 3861.20 3276.50 1664.26 11723.55 29308.86 41.00 80909.96
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Amount in Rs. 1518.40 48.05 1092.80 770.00 370.00 3245.00 1180.00 1180.00 4649.20 295.00 2966.82 7417.05 24732.32
1.00
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 2.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 250%
11.00 4.00 4.00 15.76 1.00 39.40
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1569.30 0.14 219.70 1789.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 15.76 cum Rs: (A+B+C+D)/15.76 Rs.
Rs: Rs: Rs: Rs:
80909.96 1390.95 24732.32 107033.23 14984.65 122017.88 7742.30
IRR-CCDW-2-25 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. Note:
If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
259
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm 50% LS
B. MACHINERY: Sl No 1 2 3
UNIT :
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 5200.80 78.80 8.20 4.41 7.09 20.80 78.80
15.76 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 20803.20 315.20 9916.19 3861.20 3276.50 1664.26 19271.64 9635.82 41.00 68785.01
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 885.00 4649.20 295.00 5933.64 2966.82 22568.91
1.00
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 50%
11.00 4.00 3.00 15.76 1.00 78.80
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1432.00 0.14 200.50 1632.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 15.76 cum Rs: (A+B+C+D)/15.76 Rs.
Rs: Rs: Rs: Rs:
68785.01 1390.95 22568.91 92744.87 12984.28 105729.15 6708.70
IRR-CCDW-2-26 Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
260
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering Sundries ( asphalt mortar etc ) Total cost of Materials
kg kg cum cum cum kg sqm LS
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( petrol ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
7
UNIT :
Description
Unit
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing Labour cost for shuttering
Quantity 5200.80 78.80 8.20 4.41 7.09 20.80 7.88 5.00
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 2.00 1.00
Day Day Day Day Day sqm
11.00 4.00 4.00 15.76 2.00 7.88
15.76 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 20803.20 315.20 9916.19 3861.20 3276.50 1664.26 1927.16 205.00 41968.72
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Amount in Rs. 1518.40 48.05 1092.80 770.00 370.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
3245.00 1180.00 1180.00 4649.20 590.00 593.36 15236.81
Rs: Rs: Rs: Rs:
41968.72 1390.95 15236.81 58596.48 8203.51 66799.99 4238.60
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
966.80 0.14 135.40 1102.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 15.76 cum Rs: (A+B+C+D)/15.76 Rs.
IRR-CCDW-2-27 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for troughs including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS
UNIT :
15.76 cum
A. MATERIALS:
261
Canal Cross Drainage Works - Item Unit Rates 2014-15
Sl No
Particulars
Unit
1
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering for 40 uses Scaffolding @ of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm 25% LS
2 3 4 5 6
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Needle vibrator 40 mm dia ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Needle vibrator Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering Labour cost for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 5200.80 78.80 8.20 4.41 7.09 20.80 70.92
Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 20803.20 315.20 9916.19 3861.20 3276.50 1664.26 17344.47 4336.12 20.50 61537.64
Rate in Rs. 53.50 85.30 10.20 85.30 7.60 21.50 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 60.80 172.00 1390.95
Amount in Rs. 1518.40 48.05 1092.80 385.00 370.00 3245.00 1180.00 1475.00 4649.20 295.00 5340.28 1335.07 20933.80
0.50
Quantity 8.00 8.00 0.50 0.50 8.00 8.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 8.00 1.00 1.00
Rate in Rs. 189.80 96.10 136.60 385.00 370.00
Day Day Day Day Day sqm 25%
11.00 4.00 5.00 15.76 1.00 70.92
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
1328.30 0.14 186.00 1514.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum IRR-CCDW-3
Total 14.00% Rs: 15.76 cum Rs: (A+B+C+D)/15.76 Rs.
Rs: Rs: Rs: Rs:
61537.64 1390.95 20933.80 83862.39 11740.73 95603.12 6066.20
FOUNDATION WELL SINKING WORKS :
IRR-CCDW-3-1 Sinking RCC wells vertically for foundation of piers and abutments in all kinds of soil, sand DATA: Unit = Running meter Taking output = 1m diameter of well = 6.00m (i) Depth below bed level upto 3.0m Rate of sinking = 0.50 m /hour a) Labour 0.12 Mate (Mason Cl- ll ) 345.00 day 41.40 1.00 Sinker ( skilled) 385.00 day 385.00 2.00 Sinking helper ( Semi skilled) 295.00 day 590.00 sub total (a) 1016.40 b) Machinery
262
Canal Cross Drainage Works - Item Unit Rates 2014-15
2.00
(ii)
Hire & running charges of crane with grab 519.70 hour bucket of 0.75 cum capacity and accessories. Fuel Charges 322.20 hour Crew Charges 153.10 hour Consumables in sinking @ 10% of machinery charges sub total (b) sub total (a+b) c) Add for Contractor's profit and overhead charges on (A+B) 14.00%
1039.40
Rate per metre = (a+b+c)/1.0 or say ( Rate upto 3.0m for 6.0 m well sinking ) labour component/unit qty Contractor's profit and overhead charges 14.00% labour component/unit qty(including contractor's profit)
3654.16 3654.20
644.40 306.20 199.00 2189.00 3205.40 448.76
1322.60 185.20 1507.80
Beyond 3m and upto 10m depth Rate of sinking = 0.33 m per hour.
a) Labour 0.15 1.25 2.50
Mate (Mason Cl- ll ) Sinker ( skilled) Sinking helper ( Semi skilled)
345.00 day 385.00 day 295.00 day
51.75 481.25 737.50 1270.50
sub total (a) b) Machinery 3.00 Hire & running charges of crane with grab 519.70 hour bucket of 0.75 cum capacity and accessories. Fuel Charges 322.20 hour Crew Charges 153.10 hour Consumables in sinking @ 10% of machinery charges sub total (b) sub total (a+b) c) Add for Contractor's profit and overhead charges on (A+B) 14.00% Rate per metre = (a+b+c) or say ( Rate for 3.0m to 10m well sinking )
1559.10 966.60 459.30 298.50 3283.50 4554.00 637.56 5191.56 5191.60
labour component/unit qty Contractor's profit and overhead charges 0.14 labour component/unit qty(including contractor's profit)
1729.80 242.20 1972.00
IRR-CCDW-3-2 Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering, ramming as directed including cost of all materials, machinery, labour etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
Particulars
Sand for filling
UNIT : Unit cum
Quantity 15.75
Total cost of Materials B. MACHINERY: Sl No 1
Description
Unit
Nill
Quantity 0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No 1 2
Description
work inspector mazdoor
Unit Day Day
Total cost of Labour
Quantity 0.25 4.00
15.00 cum Rate in Rs. 342.00 0.00 Rs:
Amount in Rs. 5386.50 0.00 5386.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 1180.00 1272.50
263
Canal Cross Drainage Works - Item Unit Rates 2014-15
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
84.80 0.14 11.90 96.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum IRR-CCDW-4
15.00 cum (A+B+C+D)/15.0
Rs: Rs: Rs: Rs:
Total 14.00% Rs: Rs: Rs.
5386.50 0.00 1272.50 6659.00 932.26 7591.26 506.10
MASONRY WORKS :
IRR-CCDW-4-1 Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging stone chips, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum, Stone Chips : 0.15 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
Particulars
Cement Rubble stones Stone chips Sand (Screened)
UNIT : Unit
Quantity
kg cum cum cum
1430.00 8.50 1.50 4.00
Total cost of Materials B. MACHINERY: Sl No 1 2
Description
Unit
Water tanker 8000 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
C. LABOUR: Sl No
Description
1 2 3 4 5 6
Crew for Water tanker Crew for Pump work inspector Mason Class-I Mason Class-II mazdoor for conveying rubble stones for preparing mortar for loading mortar pans for laying & packing mortar for washing rubble / finishing / curing for conveying mortar / chips Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 1.00 1.00 0.50 0.50
Quantity
Hour Hour Day Day Day
1.00 0.50 1.00 1.00 2.00
Day Day Day Day Day Day
4.00 2.00 1.00 3.00 1.00 4.00
10.00 cum Rate in Rs. 4.00 318.00 340.00 606.00 Rs:
Amount in Rs. 5720.00 2703.00 510.00 2424.00 11357.00
Rate in Rs. 402.50 322.20 10.20 85.30 Rs:
Amount in Rs. 402.50 322.20 5.10 42.65 772.45
Rate in Rs. 153.10 96.10 370.00 385.00 345.00
Amount in Rs. 153.10 48.05 370.00 385.00 690.00
295.00 295.00 295.00 295.00 295.00 295.00 Rs:
1180.00 590.00 295.00 885.00 295.00 1180.00 6071.15
Rs: Rs: Rs: Rs:
11357.00 772.45 6071.15 18200.60 2548.08
607.10 0.14 85.00 692.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C)
Total 14.00% Rs:
264
Canal Cross Drainage Works - Item Unit Rates 2014-15
Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Rs: Rs.
20748.68 2074.90
IRR-CCDW-4-2 Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging stone chips, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum, Stone Chips : 0.15 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
Particulars
Cement Rubble stones Stone chips Sand (Screened)
UNIT : Unit
Quantity
kg cum cum cum
1430.00 8.50 1.50 4.00 TOTAL 2.5%
Add for scaffolding @ Total cost of Materials B. MACHINERY: Sl No 1 2
Description
Unit
Water tanker 8000 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6
Description
Crew for Water tanker Crew for Pump work inspector Mason Class-I Mason Class-II mazdoor for conveying rubble stones for preparing mortar for loading mortar pans for laying & packing mortar for washing rubble / finishing / curing for conveying mortar / chips
Add for labour for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 1.00 1.00 0.50 0.50
Quantity
Hour Hour Day Day Day
1.00 0.50 1.00 1.00 2.00
Day Day Day Day Day Day
4.00 2.00 1.00 3.00 1.00 4.00 TOTAL 2.5%
10.00 cum Rate in Rs. 4.00 318.00 340.00 606.00 Rs: Rs: Rs:
Amount in Rs. 5720.00 2703.00 510.00 2424.00 11357.00 283.93 11640.93
Rate in Rs. 402.50 322.20 10.20 85.30 Rs:
Amount in Rs. 402.50 322.20 5.10 42.65 772.45
Rate in Rs. 153.10 96.10 370.00 385.00 345.00
Amount in Rs. 153.10 48.05 370.00 385.00 690.00
295.00 295.00 295.00 295.00 295.00 295.00 Rs: Rs: Rs:
1180.00 590.00 295.00 885.00 295.00 1180.00 6071.15 151.78 6222.93
Rs: Rs: Rs: Rs:
11640.93 772.45 6222.93 18636.30 2609.08 21245.38 2124.50
622.30 0.14 87.10 709.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-4-3 Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with
265
Canal Cross Drainage Works - Item Unit Rates 2014-15
initial lead upto 50 m and initial lift upto 3m. (Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum, Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos) DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
UNIT :
Particulars
Unit
Cement Header stones 25x25x45 cm Khandki stones 25x25x30 cm Rubble stones Stone chips Sand (Screened)
kg Nos Nos cum cum cum
Quantity 1330.00 60.00 180.00 4.50 1.50 3.50 TOTAL 2.5%
Add for scaffolding materials @ Total cost of Materials B. MACHINERY: Sl No 1 2
Description
Unit
Water tanker 8000 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6 7
Description
Crew for Water tanker Crew for Pump work inspector Stone chiseller Cl -II Mason Class-I Mason Class-II mazdoor for conveying stones / rubble for preparation of mortar for loading mortar pans for laying & packing mortar for washing rubble / finishing / curing for conveying mortar / chips
Add for labour for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Unit
Quantity 1.00 1.00 0.50 0.50
Quantity
Hour Hour Day Day Day Day
1.00 0.50 1.00 3.00 1.00 2.00
Day Day Day Day Day Day
4.00 3.00 1.00 3.00 1.00 2.00 TOTAL 2.5%
10.00 cum Rate in Rs. 4.00 39.00 16.00 318.00 340.00 606.00 Rs: Rs: Rs:
Amount in Rs. 5320.00 2340.00 2880.00 1431.00 510.00 2121.00 14602.00 365.05 14967.05
Rate in Rs. 402.50 322.20 10.20 85.30 Rs:
Amount in Rs. 402.50 322.20 5.10 42.65 772.45
Rate in Rs. 153.10 96.10 370.00 345.00 385.00 345.00
Amount in Rs. 153.10 48.05 370.00 1035.00 385.00 690.00
295.00 295.00 295.00 295.00 295.00 295.00 Rs: Rs: Rs:
1180.00 885.00 295.00 885.00 295.00 590.00 6811.15 170.28 6981.43
Rs: Rs: Rs: Rs:
14967.05 772.45 6981.43 22720.93 3180.93 25901.86 2590.20
698.10 0.14 97.70 795.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-4-4 Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m. (Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum, Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)
266
Canal Cross Drainage Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
UNIT :
Particulars
Unit
Cement Header stones 25x25x45 cm Khandki stones 25x25x30 cm Rubble stones Stone chips Sand (Screened)
kg Nos Nos cum cum cum
Quantity 1330.00 60.00 180.00 4.50 1.50 3.50 TOTAL 2.5%
Add for scaffolding materials @ Total cost of Materials B. MACHINERY: Sl No 1 2
Description
Unit
Water tanker 8000 ltr Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Description
Unit
Crew for Water tanker Crew for Pump work inspector Stone chiseller Cl -II Mason Class-I Mason Class-II mazdoor for conveying rubble/ stones for preparation of mortar for loading mortar pans for laying & packing mortar for washing rubble / finishing / curing for conveying mortar / chips
Add for labour for scaffolding @ Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 1.00 1.00 0.50 0.50
Quantity
Hour Hour Day Day Day Day
1.00 0.50 1.00 6.00 1.00 2.00
Day Day Day Day Day Day
4.00 3.00 1.00 3.00 1.00 2.00 TOTAL 2.5%
10.00 cum Rate in Rs. 4.00 39.00 16.00 318.00 340.00 606.00 Rs: Rs: Rs:
Amount in Rs. 5320.00 2340.00 2880.00 1431.00 510.00 2121.00 14602.00 365.05 14967.05
Rate in Rs. 402.50 322.20 10.20 85.30 Rs:
Amount in Rs. 402.50 322.20 5.10 42.65 772.45
Rate in Rs. 153.10 96.10 370.00 345.00 385.00 345.00
Amount in Rs. 153.10 48.05 370.00 2070.00 385.00 690.00
295.00 295.00 295.00 295.00 295.00 295.00 Rs: Rs: Rs:
1180.00 885.00 295.00 885.00 295.00 590.00 7846.15 196.15 8042.30
Rs: Rs: Rs: Rs:
14967.05 772.45 8042.30 23781.80 3329.45 27111.25 2711.10
804.20 0.14 112.60 916.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-4-5 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2 proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
Cement
Particulars
UNIT : Unit kg
Quantity 456.00
100.00 sqm Rate in Rs. 4.00
Amount in Rs. 1824.00
267
Canal Cross Drainage Works - Item Unit Rates 2014-15
2
Sand (Screened)
cum
0.75 TOTAL 2.5%
Add for scaffolding / ramps etc @ Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- I work inspector mazdoor
Quantity
Day Day Day
10.00 1.00 10.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
606.00 Rs: Rs: Rs:
454.50 2278.50 56.96 2335.46
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 385.00 370.00 295.00 Rs:
Amount in Rs. 3850.00 370.00 2950.00 7170.00
Rs: Rs: Rs: Rs:
2335.46 0.00 7170.00 9505.46 1330.76 10836.22 108.40
71.70 0.14 10.00 81.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
Total 14.00% Rs: 100.00 sqm Rs: (A+B+C+D)/100.0 Rs.
IRR-CCDW-4-6 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3 proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
Cement Sand (Screened)
UNIT : Unit
Quantity
kg cum
322.00 0.75 TOTAL 2.5%
Add for scaffolding / ramps etc @ Total cost of Materials B. MACHINERY: Sl No 1
Unit
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Description
Mason Cl- I work inspector mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 1.00 10.00
100.00 sqm Rate in Rs. 4.00 606.00 Rs: Rs: Rs:
Amount in Rs. 1288.00 454.50 1742.50 43.56 1786.06
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 385.00 370.00 295.00 Rs:
Amount in Rs. 3850.00 370.00 2950.00 7170.00
71.70 0.14 10.00 81.70
ABSTRACT:
268
Canal Cross Drainage Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
Total 14.00% Rs: 100.00 sqm Rs: (A+B+C+D)/100.0 Rs.
Rs: Rs: Rs: Rs:
1786.06 0.00 7170.00 8956.06 1253.85 10209.91 102.10
IRR-CCDW-4-7 Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
UNIT : Unit
Cement Sand (Screened)
Quantity
kg cum
629.00 1.32 TOTAL 2.5%
Add for scaffolding / ramps etc @ Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- I work inspector mazdoor
Quantity
Day Day Day
10.00 1.00 20.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
100.00 sqm Rate in Rs. 4.00 606.00 Rs: Rs: Rs:
Amount in Rs. 2516.00 799.92 3315.92 82.90 3398.82
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 385.00 370.00 295.00 Rs:
Amount in Rs. 3850.00 370.00 5900.00 10120.00
Rs: Rs: Rs: Rs:
3398.82 0.00 10120.00 13518.82 1892.63 15411.45 154.10
101.20 0.14 14.20 115.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
Total 14.00% Rs: 100.00 sqm Rs: (A+B+C+D)/100.0 Rs.
IRR-CCDW-4-8 Providing 12 mm thick plastering in cement mortar 1:4 proportion by volume including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
Cement Sand (Screened) Add for scaffolding / ramps etc @ Total cost of Materials
UNIT : Unit kg cum
Quantity 472.00 1.32 TOTAL 2.5%
100.00 sqm Rate in Rs. 4.00 606.00 Rs: Rs: Rs:
Amount in Rs. 1888.00 799.92 2687.92 67.20 2755.12
B. MACHINERY:
269
Canal Cross Drainage Works - Item Unit Rates 2014-15
Sl No
Description
1
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- I work inspector mazdoor
Quantity
Day Day Day
10.00 1.00 20.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 385.00 370.00 295.00 Rs:
Amount in Rs. 3850.00 370.00 5900.00 10120.00
Rs: Rs: Rs: Rs:
2755.12 0.00 10120.00 12875.12 1802.52 14677.638 146.80
101.20 0.14 14.20 115.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
Total 14.00% Rs: 100.00 sqm Rs: (A+B+C+D)/100.0 Rs.
IRR-CCDW-4-9 Providing 20 mm thick plastering in cement mortar 1:3 proportion by volume including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
Cement Sand (Screened)
UNIT : Unit
Quantity
kg cum
1050.00 2.20 TOTAL 2.5%
Add for scaffolding / ramps etc @ Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
Mason Cl- I work inspector mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
15.00 1.00 25.00
100.00 sqm Rate in Rs. 4.00 606.00 Rs: Rs: Rs:
Amount in Rs. 4200.00 1333.20 5533.20 138.33 5671.53
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 385.00 370.00 295.00 Rs:
Amount in Rs. 5775.00 370.00 7375.00 13520.00
Rs: Rs: Rs: Rs:
5671.53 0.00 13520.00 19191.53 2686.81 21878.34 218.80
135.20 0.14 18.90 154.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
Total 14.00% Rs: 100.00 sqm Rs: (A+B+C+D)/100.0 Rs.
270
Canal Cross Drainage Works - Item Unit Rates 2014-15
IRR-CCDW-4-10 Providing 20 mm thick plastering in cement mortar 1:4 proportion by volume including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
UNIT : Unit
Cement Sand (Screened)
Quantity
kg cum
788.00 2.20 TOTAL 2.5%
Add for scaffolding / ramps etc @ Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- I work inspector mazdoor
Quantity
Day Day Day
15.00 1.00 25.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
100.00 sqm Rate in Rs. 4.00 606.00 Rs: Rs: Rs:
Amount in Rs. 3152.00 1333.20 4485.20 112.13 4597.33
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 385.00 370.00 295.00 Rs:
Amount in Rs. 5775.00 370.00 7375.00 13520.00
Rs: Rs: Rs: Rs:
4597.33 0.00 13520.00 18117.33 2536.43 20653.76 206.50
135.20 0.14 18.90 154.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm IRR-CCDW-5
Total 14.00% Rs: 100.00 sqm Rs: (A+B+C+D)/100.0 Rs.
COPING & RAILING WORKS :
IRR-CCDW-5-1 Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm) DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Unit
Cement Sand (Screened) Burnt stone slab 10 cm thick Total cost of Materials
kg cum sqm
B. MACHINERY: Sl No 1
UNIT :
Description Nil ( Manual mixing) Total hire charges of Machinery
Unit
Quantity 75.00 0.30 10.50
Quantity 0.00 0.00
10.00 sqm Rate in Rs. 4.00 606.00 300.00 Rs:
Amount in Rs. 300.00 181.80 3150.00 3631.80
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
271
Canal Cross Drainage Works - Item Unit Rates 2014-15
C. LABOUR: Sl No 1 2 3 4
Description
Unit
Mason Cl- II Stone chiseller Cl- II work inspector mazdoor
Quantity
Day Day Day Day
1.00 1.00 0.50 2.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 345.00 345.00 370.00 295.00 Rs:
Amount in Rs. 345.00 345.00 185.00 590.00 1465.00
Rs: Rs: Rs: Rs:
3631.80 0.00 1465.00 5096.80 713.55 5810.35 581.00
146.50 0.14 20.50 167.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
10.00 sqm (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-5-2 Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm) DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Unit
Cement Sand (Screened) Burnt stone slab 10 cm thick Total cost of Materials
kg cum sqm
B. MACHINERY: Sl No 1
Description
Unit
Quantity 75.00 0.30 10.50
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4
UNIT :
Description
Mason Cl- II Stone chiseller Cl- I work inspector mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
1.00 4.00 0.50 2.00
10.00 sqm Rate in Rs. 4.00 606.00 300.00 Rs:
Amount in Rs. 300.00 181.80 3150.00 3631.80
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 385.00 370.00 295.00 Rs:
Amount in Rs. 345.00 1540.00 185.00 590.00 2660.00
Rs: Rs: Rs: Rs:
3631.80 0.00 2660.00 6291.80 880.85 7172.65 717.30
266.00 0.14 37.20 303.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
10.00 sqm (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
272
Canal Cross Drainage Works - Item Unit Rates 2014-15
IRR-CCDW-5-3 Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm) DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Unit
Cement Sand (Screened) Burnt stone slab 10 cm thick Total cost of Materials
kg cum sqm
B. MACHINERY: Sl No 1
Description
Unit
Quantity 75.00 0.30 10.50
Quantity
Nil ( Manual mixing) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4
UNIT :
Description
0.00 0.00
Unit
Mason Cl- II Stone chiseller Cl-I work inspector mazdoor
Quantity
Day Day Day Day
1.00 8.00 0.50 2.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 sqm Rate in Rs. 4.00 606.00 300.00 Rs:
Amount in Rs. 300.00 181.80 3150.00 3631.80
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 385.00 370.00 295.00 Rs:
Amount in Rs. 345.00 3080.00 185.00 590.00 4200.00
Rs: Rs: Rs: Rs:
3631.80 0.00 4200.00 7831.80 1096.45 8928.25 892.80
420.00 0.14 58.80 478.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per sqm
10.00 sqm (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-5-4 Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete using 20 mm down size approved clean, hard, graded aggregates for coping slab including cost of all materials, machinery, labour, formwork, cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m. (Cement content: 300 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
UNIT :
Particulars
Unit
Cement for mix Cement for incidentals @ 5 kg / cum Coarse aggregate 20-10 mm Coarse aggregate 10 mm below Fine aggregate (Un-Screened) Super Plasticizer Use rate of shuttering Sundries Total cost of Materials
kg kg cum cum cum kg sqm sqm
Quantity 4401.00 73.35 7.63 4.11 6.60 17.60 80.69 1.00
14.67 cum Rate in Rs. 4.00 4.00 1210.00 875.00 462.00 80.00 244.56 41.00 Rs:
Amount in Rs. 17604.00 293.40 9230.36 3594.15 3049.89 1408.32 19732.64 41.00 54953.77
273
Canal Cross Drainage Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No 1 2 3
Description
Unit
Concrete mixer 300/200 ltr ( diesel ) Fuel / Energy charges 5 hp pump ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Total hire charges of Machinery
Hour Hour Hour Hour Hour Hour
C. LABOUR: Sl No
Description
Unit
1 2 3 4 5 6
Crew for Concrete mixer Crew for Pump Crew for Water tanker Mason Class-I work inspector mazdoor for batching materials for loading mortar pans for laying and tamping for conveying concrete for cleaning/ washing/ curing 7 Labour cost for shuttering/scaffolding Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity 8.00 8.00 0.50 0.50 1.00 1.00
Quantity
Hour Hour Hour Day Day
8.00 0.50 1.00 1.00 1.00
Day Day Day Day Day sqm
11.00 4.00 3.00 14.67 1.00 80.69
Rate in Rs. 53.50 85.30 10.20 85.30 402.50 322.20 Rs:
Amount in Rs. 428.00 682.40 5.10 42.65 402.50 322.20 1882.85
Rate in Rs. 189.80 96.10 153.10 385.00 370.00
Amount in Rs. 1518.40 48.05 153.10 385.00 370.00
295.00 295.00 295.00 295.00 295.00 75.30 Rs:
3245.00 1180.00 885.00 4327.65 295.00 6075.58 18482.78
Rs: Rs: Rs: Rs:
54953.77 1882.85 18482.78 75319.40 10544.72 85864.12 5853.00
1259.90 0.14 176.40 1436.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
Total 14.00% Rs: 14.67 cum Rs: (A+B+C+D)/14.67 Rs.
IRR-CCDW-5-5 Providing and constructing protective railing consisting of in-situ railing posts of size 15 x 15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 grade concrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos. of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mm dia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primer and two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork, finishing, curing etc., complete with lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Particulars
Unit
Cement 20-10 mm coarse aggregate 10-4.75 mm coarse aggregate Fine aggregate (Un-Screened) Reinforcement steel 40 mm dia GI pipes B class Use rate of shuttering Sundries ( paints/ binding wire etc ) Total cost of Materials
kg cum cum cum kg Rm sqm LS
B. MACHINERY: Sl No 1
UNIT :
Description Nill
Unit
Quantity 30.00 0.04 0.02 0.04 16.39 30.00 3.00 4.00
Quantity 0.00
10.00 Rm Rate in Rs. 4.00 1210.00 875.00 462.00 46.50 290.00 244.56 41.00 Rs:
Amount in Rs. 120.00 48.40 17.50 18.48 762.14 8700.00 733.69 164.00 10564.21
Rate in Rs. 0.00
Amount in Rs. 0.00
274
Canal Cross Drainage Works - Item Unit Rates 2014-15
0.00
0.00 Rs:
0.00 0.00
Rate in Rs. 385.00 450.00 370.00 295.00 345.00 345.00 Rs:
Amount in Rs. 192.50 225.00 185.00 442.50 172.50 172.50 1390.00
Rs: Rs: Rs: Rs:
10564.21 0.00 1390.00 11954.21 1673.59 13627.80 1362.80
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3 4 5 6
Description
Unit
Mason Class I Bar bender work inspector mazdoor Painter Cl- II Fitter shuttering
Quantity
Day Day Day Day Day Day
0.50 0.50 0.50 1.50 0.50 0.50
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
139.00 0.14 19.50 158.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per Rm IRR-CCDW-6
10.00 Rm (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
HUME PIPE LAYING & JOINTING WORKS :
IRR-CCDW-6-1 Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Cement Sand (Screened) Hemp yarn
UNIT : Unit
Quantity
kg cum kg
99.00 0.10 0.91
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
Mason Cl- II work inspector mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
2.00 1.00 3.00
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 396.00 60.60 65.52 522.12
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 690.00 370.00 885.00 1945.00
Rs: Rs: Rs: Rs:
522.12 0.00 1945.00 2467.12
194.50 0.14 27.20 221.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
275
Canal Cross Drainage Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
345.4 2812.52 281.30
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-2 Laying and jointing 450 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
UNIT : Unit
Cement Sand (Screened) Hemp yarn
Quantity
kg cum kg
174.00 0.22 1.27
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- II work inspector mazdoor
Quantity
Day Day Day
2.00 1.00 3.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 696.00 133.32 91.44 920.76
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 690.00 370.00 885.00 1945.00
Rs: Rs: Rs: Rs:
920.76 0.00 1945.00 2865.76 401.21 3266.97 326.70
194.50 0.14 27.20 221.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-3 Laying and jointing 600 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Cement Sand (Screened) Hemp yarn
UNIT : Unit kg cum kg
Total cost of Materials
Quantity 248.00 0.25 2.20
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 992.00 151.50 158.40 1301.90
276
Canal Cross Drainage Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- II work inspector mazdoor
Quantity
Day Day Day
2.50 1.00 4.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 862.50 370.00 1180.00 2412.50
Rs: Rs: Rs: Rs:
1301.90 0.00 2412.50 3714.40 520.02 4234.42 423.40
241.30 0.14 33.80 275.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-4 Laying and jointing 700 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 32.1 kg / joint, FA : 0.031cum/joint, Hemp Yarn : 0.25kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Cement Sand (Screened) Hemp yarn
UNIT : Unit
Quantity
kg cum kg
321.00 0.31 2.50
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
Mason Cl- II work inspector mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery
2.50 1.00 4.00
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 1284.00 187.86 180.00 1651.86
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 862.50 370.00 1180.00 2412.50
Rs: Rs:
1651.86 0.00
241.30 0.14 33.80 275.10
277
Canal Cross Drainage Works - Item Unit Rates 2014-15
C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Rs: Rs:
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
2412.50 4064.36 569.01 4633.37 463.30
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-5 Laying and jointing 800 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 39.6 kg / joint, FA : 0.039cum/joint, Hemp Yarn : 0.31kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
UNIT : Unit
Cement Sand (Screened) Hemp yarn
Quantity
kg cum kg
396.00 0.39 3.10
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- II work inspector mazdoor
Quantity
Day Day Day
3.00 1.00 5.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 1584.00 236.34 223.20 2043.54
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 1035.00 370.00 1475.00 2880.00
Rs: Rs: Rs: Rs:
2043.54 0.00 2880.00 4923.54 689.3 5612.84 561.30
288.00 0.14 40.30 328.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-6 Laying and jointing 900 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Cement Sand (Screened)
Particulars
UNIT : Unit kg cum
Quantity 446.00 0.45
10.00 Joints Rate in Rs. 4.00 606.00
Amount in Rs. 1784.00 272.70
278
Canal Cross Drainage Works - Item Unit Rates 2014-15
3
Hemp yarn
kg
3.40
72.00 Rs:
244.80 2301.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 1035.00 370.00 1475.00 2880.00
Rs: Rs: Rs: Rs:
2301.50 0.00 2880.00 5181.50 725.41 5906.91 590.70
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- II work inspector mazdoor
Quantity
Day Day Day
3.00 1.00 5.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
288.00 0.14 40.30 328.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-7 Laying and jointing 1000 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
Cement Sand (Screened) Hemp yarn
UNIT : Unit
Quantity
kg cum kg
495.00 0.50 3.77
Total cost of Materials B. MACHINERY: Sl No 1
Unit
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Description
Mason Cl- II work inspector mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
3.00 1.00 6.00
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 1980.00 303.00 271.44 2554.44
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 1035.00 370.00 1770.00 3175.00
317.50 0.14 44.50 362.00
ABSTRACT:
279
Canal Cross Drainage Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Rs: Rs: Rs: Rs:
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
2554.44 0.00 3175.00 5729.44 802.12 6531.56 653.20
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-8 Laying and jointing 1100 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
Particulars
UNIT : Unit
Cement Sand (Screened) Hemp yarn
Quantity
kg cum kg
569.00 0.58 4.15
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- II work inspector mazdoor
Quantity
Day Day Day
3.00 1.00 6.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
10.00 Joints Rate in Rs. 4.00 606.00 72.00 Rs:
Amount in Rs. 2276.00 351.48 298.80 2926.28
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 1035.00 370.00 1770.00 3175.00
Rs: Rs: Rs: Rs:
2926.28 0.00 3175.00 6101.28 854.18 6955.46 695.50
317.50 0.14 44.50 362.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-6-9 Laying and jointing 1200 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
UNIT : Unit
Quantity
10.00 Joints Rate in Rs.
Amount in Rs.
280
Canal Cross Drainage Works - Item Unit Rates 2014-15
1 2 3
Cement Sand (Screened) Hemp yarn
kg cum kg
668.00 0.69 4.53
4.00 606.00 72.00 Rs:
2672.00 418.14 326.16 3416.30
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 Rs:
Amount in Rs. 1380.00 370.00 2065.00 3815.00
Rs: Rs: Rs: Rs:
3416.30 0.00 3815.00 7231.30 1012.38 8243.68 824.40
Total cost of Materials B. MACHINERY: Sl No 1
Description
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Unit
Description
0.00 0.00
Unit
Mason Cl- II work inspector mazdoor
Quantity
Day Day Day
4.00 1.00 7.00
Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
381.50 0.14 53.40 434.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per joint
Total 14.00% Rs: 10.00 Joints Rs: (A+B+C+D)/10.0 Rs.
(1) For NP3 Class - 10% extra over the rates of NP2 Class (2) For NP4 Class - 20% extra over the rates of NP2 Class
Note:
IRR-CCDW-7
BACK FILLING & OTHER WORKS :
IRR-CCDW-7-1 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and initial lift upto 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
Particulars
Rubble / Boulder Sand for filling
UNIT : Unit
Quantity
cum cum
10.00 4.00
Total cost of Materials B. MACHINERY: Sl No 1
Unit
Quantity
Nill ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Description
work inspector Mason Cl II mazdoor
0.00 0.00
Unit
Quantity
Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.50 1.00 4.00
10.00 cum Rate in Rs. 318.00 342.00 Rs:
Amount in Rs. 3180.00 1368.00 4548.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 185.00 345.00 1180.00 1710.00
171.00 0.14 23.90 194.90
281
Canal Cross Drainage Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
Rs: Rs: Rs: Rs:
4548.00 0.00 1710.00 6258.00 876.12 7134.12 713.40
IRR-CCDW-7-2 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earth masters to achieve density control of not less than 95 percent etc., complete with lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
Particulars
UNIT : Unit
Murum
Quantity
cum
12.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
1
Unit
Quantity
Nill
0.00 0.00
Total hire charges of Machinery C. LABOUR: Sl No
Description
Unit
1 2 3
Cartman with double bullock cart work inspector mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Quantity
Day Day Day
0.50 0.50 6.00
10.00 cum Rate in Rs. 107.00 0.00 Rs:
Amount in Rs. 1284.00 0.00 1284.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 395.00 370.00 295.00 Rs:
Amount in Rs. 197.50 185.00 1770.00 2152.50
Rs: Rs: Rs: Rs:
1284.00 0.00 2152.50 3436.50 481.11 3917.61 391.80
215.30 0.14 30.10 245.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-7-3 Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
Particulars
Murum
UNIT : Unit cum
Quantity 12.00 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
10.00 cum Rate in Rs. 107.00 0.00 Rs:
Amount in Rs. 1284.00 0.00 1284.00
Rate
Amount
282
Canal Cross Drainage Works - Item Unit Rates 2014-15
1
Diesel road roller 8-10 tonne Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No
Description
Hour Hour
Unit
1 2 3 4
Operator road roller Cartman with double bullock cart work inspector mazdoor Total cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
0.17 0.17
Quantity
Hour Day Day Day
0.17 0.50 0.50 1.50
in Rs. 197.20 767.30 Rs:
in Rs. 33.65 130.94 164.59
Rate in Rs. 182.20 395.00 370.00 295.00 Rs:
Amount in Rs. 31.09 197.50 185.00 442.50 856.09
Rs: Rs: Rs: Rs:
1284.00 164.59 856.09 2304.68 322.66 2627.34 262.70
85.60 0.14 12.00 97.60
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per cum
10.00 cum (A+B+C+D)/10.0
Total 14.00% Rs: Rs: Rs.
IRR-CCDW-7-4 Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8
Particulars
Unit
One line dressed Km stone 40-20 mm coarse aggregate 20-10 mm coarse aggregate 10-4.75 mm coarse aggregate Sand (Un-Screened) Cement Synthetic enamel paint I st quality Sundries ( brush / oil etc ) Total cost of Materials
No. cum cum cum cum kg ltr LS
B. MACHINERY: Sl No 1
Description
Unit
Quantity 4.00 0.20 0.15 0.10 0.20 100.00 1.00 4.00
Quantity
NIL ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4
UNIT :
Description
Mason Cl- II work inspector mazdoor Painter Cl- I
0.00 0.00
Unit
Quantity
Day Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials
1.00 1.00 1.00 1.00
4 Nos. Rate in Rs. 450.00 1145.00 1210.00 875.00 462.00 4.00 240.00 41.00 Rs:
Amount in Rs. 1800.00 229.00 181.50 87.50 92.40 400.00 240.00 164.00 3194.40
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 440.00 Rs:
Amount in Rs. 345.00 370.00 295.00 440.00 1450.00
Rs:
3194.40
362.50 0.14 50.80 413.30
283
Canal Cross Drainage Works - Item Unit Rates 2014-15
B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per No.
4.00 Nos. (A+B+C+D)/4.0
Total 14.00% Rs: Rs: Rs.
Rs: Rs: Rs:
0.00 1450.00 4644.40 650.22 5294.62 1323.70
IRR-CCDW-7-5 Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
Particulars
1 2 3 4 5 6 7 8
One line dressed hectometre stone 40-20 mm coarse aggregate 20-10 mm coarse aggregate 10-4.75 mm coarse aggregate Sand (Un-Screened) Cement Synthetic enamel paint I st quality Sundries ( brush / oil etc ) Total cost of Materials B. MACHINERY: Sl No Description 1
Unit
Quantity
No. cum cum cum cum kg ltr LS
Unit
4.00 0.20 0.15 0.10 0.20 100.00 0.40 1.00
Quantity
NIL ( Manual mixing ) Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4
UNIT :
Description
Mason Cl- II work inspector mazdoor Painter Cl- I
0.00 0.00
Unit
Quantity
Day Day Day Day Total cost of Labour
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit) ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for contractor's profit and overheads on (A+B+C) Total cost for Rate per No.
1.00 1.00 1.00 0.50
4 Nos. Rate in Rs. 240.00 1145.00 1210.00 875.00 462.00 4.00 240.00 41.00 Rs:
Amount in Rs. 960.00 229.00 181.50 87.50 92.40 400.00 96.00 41.00 2087.40
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 370.00 295.00 440.00 Rs:
Amount in Rs. 345.00 370.00 295.00 220.00 1230.00
Rs: Rs: Rs: Rs:
2087.40 0.00 1230.00 3317.40 464.44 3781.84 945.50
307.50 0.14 43.10 350.60
4.00 Nos. (A+B+C+D)/4.0
Total 14.00% Rs: Rs: Rs.
284
Gates and Allied Works - Item Unit Rates 2014-15
CHAPTER-V HYDRAULIC GATES AND ALLIED EQUIPMENT - Standard Data
(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) FOR THE YEAR :
2014-15
GATE HOIST AND ALLIED WORKS - DATA RATES
IRR-GAW 1
All materials / bought out components for embedded parts, gates, hoists and allied works shall conform to relevant Indian standards / technical specifications and approved drawings.
2
The basic rates are EXCLUSIVEof preparation of designs / drawings / material schedules etc., as per specifications and other technical data including revisions. If designs &drawings are to be done by private agency 2% of estimated cost be added
3
The basic rates are inclusive of cost of all materials, machinery, labour, fabrication, erection, commissioning and testing of gates, hoists and other related components as per technical specifications.
4
The basic rates are inclusive of finishing, wastage of materials , incidental works, temperary supports, all enabling works, profit, overheads, small tools / plants, hidden cost on labour etc.
5
The basic rates are inclusive of taxes, duties (excise ), levies and all other incidental charges including turn over tax/sales tax on works contract. Separate provision shall be made in the estimate towards such tax on works contract at the rate prevailing at the time of preparation of estimate.
6
The basic rates are inclusive of all leads and lifts including rehandling.
7
no provision is made for stitch welding and it is part of welding work
8
The basic rates are inclusive of preparatory works such as rectification of damages, repairing shop painting, cleaning, positioning and anchoring first stage embedments,
9
The basic rates are not inclusive of painting with or without sand blasting,and are to be added to the rate as perschedule rates formulated in the same chapter as per applicability and specifications
10
The basic rates are exclusive of cost of river diversion arrangements, dewatering, desilting ,secondary concreting of EM parts etc., which form part of civil works.
11
DESIGNS AND DRAWING CHARGES AT 2% BE ADDED EXTRA TO THE ESTIMATES, IF CONTRACTOR'S SCOPE OF WORK INVOLVES DESIGNS COMPONENT ALSO
12
Add AREA ALLOWANCES AS APPLICABLE ON LABOUR COMPONENT ONLY ( SHOWN UNDER EACH ITEM)
13
Add contractors profit and overheads at 14% to all items
14
Painting Charges added extra to the data items as per applicability wherver necessary
15
HOIST EQUIPMENT1.-where sand blasting is not possible, hand and power tool cleaning be adopted - Guidance may be taken from Mechanical workshop in this regard 2. Machined surfaces should not be painted 3. for maintenance unless sand blasting is essential hand and power tool cleaning be adopted Painting of Hoast Gates is to be done as per IS 14177:1994
16
DATA and RATES
---GATE / HOIST AND ALLIED WORKS -
(STORED WITH E-N-C &TO INCORPORATE CHANGES YEARLY/AS NEEDED) GAW - Work Items Index- code IRR-GAW
TYPES OF GATES:
IRR-GAW-1 A. SPILLWAY RADIAL GATES IRR-GAW-1-1 E.M Parts and anchorages fabrication, supply, erection, testing and commissioning of Embedded parts for radial gate consists of sill beam, wall plates, anchor girders , yoke girders, tie flats, trunnion supports etc., including
285
Gates and Allied Works - Item Unit Rates 2014-15
cost of all materials, machinery, labour, welding, finishing, with leads and lifts &all accessories (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately) Drawing no. MD/CDO/VRSP/90-92/85-86 (Vengalaraya Sagar - Gomukhi Project) Vent Size:
DATA:
RATE ANALYSIS Sl No 1 2 3 4 5 6 7 8 9 10 11 12
A. MATERIALS: particulars Str steel angle / beam / channel / bars Structural steel plate / flats Stainless steel plate / flats MS bolts and nuts Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Welding electrodes ( stainless steel ) Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1
2 3 4 5 6 7 8 9 10 11
Welding transformer Fuel / Energy charges Tower crane/heavy duty tyre mounted crane Fuel / Energy charges Plate shearing machine Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile crane 16 Tonnes Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Planing machine Fuel / Energy charges Bending Machine Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11 12
Description
Description
Crew for Tower crane Crew for Mobile crane 16 T Crew for Shearing machine Crew for Planing machine Crew for Drilling machine Crew for Grinding machine Crew for Bending machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Welder ( X - ray )
Unit
UNIT : Quantity
kg 3467.00 kg 11261.00 kg 515.00 kg 48.00 cum 158.00 cum 53.00 Nos 11520.00 Nos 2880.00 Nos 1160.00 Hour 1945.00 Hour 158.00 LS 100.00 Total cost of Materials
Unit
Quantity
Hour Hour
1945.00 1945.00
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
16.00 16.00 16.00 16.00 76.00 76.00 22.00 22.00 64.00 64.00 30.00 30.00 30.00 30.00 100.00 100.00 30.00 30.00 100.00
Unit Hour Hour Hour Hour Hour Hour Day Day Day Day Day
Quantity 16.00 22.00 16.00 100.00 30.00 30.00 30.00 15.00 75.00 20.00 212.00 48.00
12.00 X 6.6 Mtrs
15.300 tonne Rate in Rs. 45.00 46.00 275.00 90.00 52.00 320.00 11.00 18.00 26.00 7.35 23.67 41.00 Rs:
Amount in Rs. 156015.00 518006.00 141625.00 4320.00 8216.00 16960.00 126720.00 51840.00 30160.00 14295.75 3740.12 4100.00 1075997.87
Rate in Rs. 16.00 91.30
Amount in Rs. 31120.00 177578.50
867.10 197.80 41.90 152.20 6.40 3.80 2278.10 75.00 86.10 0.00 22.50 38.00 22.50 38.00 117.80 114.10 42.60 114.10 41.00 Rs:
13873.60 3164.80 670.40 2435.20 486.40 288.80 50118.20 1650.00 5510.40 0.00 675.00 1140.00 675.00 1140.00 11780.00 11410.00 1278.00 3423.00 4100.00 322517.30
Rate in Rs. 163.30 454.30 122.50 182.20 171.60 171.60 113.90 440.00 440.00 385.00 385.00 440.00
Amount in Rs. 2612.80 9994.60 1960.00 18220.00 5148.00 5148.00 3417.00 6600.00 33000.00 7700.00 81620.00 21120.00
286
Gates and Allied Works - Item Unit Rates 2014-15
13 14 15
Khalasi Helper fabrication / erection Electrician
Day 345.00 Day 255.00 Day 5.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
385.00 345.00 440.00 Rs:
132825.00 87975.00 2200.00 419540.40 125862.12 545402.52
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
1075997.87 322517.30 545402.52 1943917.69 0.00 1943917.69 58317.53 2002235.22 280312.93
35647.20 0.14 4990.60 40637.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D.Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
581.4 1936.98 Rs: 2285066.54 Rs: 149350.80
15.300 tonne Rate per tonne
RADIAL GATES A-2 Gates IRR-GAW-1-2 fabrication, supply, erection, testing and commissioning of radial gate consisting of skin plate, stiffeners, horizontal girders, radial arms, trunnion assemblies, tie beam, pulley supports, bracings, rubber seals, clamps etc., with all accessories for spillway/canals including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately) Drawing no. MD/CDO/VRSP/170-172/85-86(Vengalaraya Sagar - Gomukhi Project) Vent Size: 12 X 6.6 Mtr DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2
3 4 5 6
7 8 9 10 11 12 13
particulars
Structural steel : Angles / beams / channels / bars Plates / flats Cast steel components : Trunnion hubs / Guide rollers Alluminium / Bronze alloy components : Bush for Trunnion / Guide roller Bolt / Nut / Washer : GI bolts / nuts / washers Zinc/Babbit Metal Rubber seals : Bottom seal Side seals ( Z - type ) Oxygen gas Acetyline gas Welding electrodes ( std ) Welding electrodes ( LH ) Use rate welding holder set Use rate gas cutting torch set Sundries
UNIT : Unit
Quantity
29.000 tonne Rate in Rs.
Amount in Rs.
kg kg
9700.00 16850.00
45.00 46.00
436500.00 775100.00
kg
2100.00
180.00
378000.00
kg
350.00
912.00
319200.00
kg kg
250.00 50.00
130.00 170.00
32500.00 8500.00
Rm 12.00 Rm 14.00 cum 228.00 cum 76.00 Nos 1000.00 Nos 250.00 Hour 156.00 Hour 228.00 LS 500.00 Total cost of Materials
759.00 1457.00 52.00 320.00 11.00 18.00 7.35 23.67 41.00 Rs:
9108.00 20398.00 11856.00 24320.00 11000.00 4500.00 1146.60 5397.14 20500.00 2058025.74
287
Gates and Allied Works - Item Unit Rates 2014-15
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8 9 10 11
Unit
Welding transformer Fuel / Energy charges Plate shearing machine Fuel / Energy charges Pug cutting machine Fuel / Energy charges Bending machine Fuel / Energy charges Tower crane 5 t cpacity Fuel / Energy charges Mobile derric crane Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Mobile Crane 30 T Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13
Description
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
156.00 156.00 29.00 29.00 114.00 114.00 116.00 116.00 29.00 29.00 58.00 58.00 58.00 58.00 58.00 58.00 58.00 58.00 100.00 100.00 500.00
Unit
Quantity
Crew for Mobile crane 30T Crew for Tower crane Crew for Bending machine Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Welder ( X - ray ) Khalasi Helper fabrication / erection Electrician
Hour 100.00 Hour 29.00 Hour 116.00 Hour 58.00 Hour 58.00 Day 29.00 Day 145.00 Day 29.00 Day 17.00 Day 5.00 Day 493.00 Day 667.00 Day 15.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 16.00 91.30 41.90 152.20 6.40 3.80 42.60 114.10 867.10 197.80 519.70 322.20 86.10 0.00 22.50 38.00 22.50 38.00 3096.80 118.80 41.00 Rs:
Amount in Rs. 2496.00 14242.80 1215.10 4413.80 729.60 433.20 4941.60 13235.60 25145.90 5736.20 30142.60 18687.60 4993.80 0.00 1305.00 2204.00 1305.00 2204.00 309680.00 11880.00 20500.00 475491.80
Rate in Rs. 454.30 163.30 113.90 171.60 171.60 440.00 440.00 385.00 385.00 440.00 385.00 345.00 440.00 Rs:
Amount in Rs. 45430.00 4735.70 13212.40 9952.80 9952.80 12760.00 63800.00 11165.00 6545.00 2200.00 189805.00 230115.00 6600.00 606273.70 181882.11 788155.81
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
2058025.74 475491.80 788155.81 3321673.35 0.00 3321673.35 99650.20 3421323.55 478985.30
27177.80 0.14 3804.90 30982.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total
F. Add for contractor's profit and overheads on (A+B 14% Add 2 leads Add 1 km lead charges for fabricated parts R 19.00 per tonne Unloading charges of fabricated parts Rs 63.30 per tonne Total cost for 29.000 tonne Rate per tonne
IRR-GAW-1-3 RADIAL GATES-ROPE DRUM HOISTS
1102 3671.4 Rs: 3905082.25 Rs. 134658.00
WITH HOIST BRIDGES
288
Gates and Allied Works - Item Unit Rates 2014-15
fabrication, supply, erection, testing and commissioning of electrically operated rope drum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear system, brake system, electric motor, wire ropes, gate position indicator, manual operation arrangement etc., with all accessories for spillway radial gate including cost of all materials, machinery, labour,, greasing, providing hand railing and approach staircase with gate to hoist platform, , complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2
3
4
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Structural steel Angles / beams / channels / bars Plates / flats Cast steel components : Rope drums 2 Nos / Gears 4 Nos Pinions Pulleys 720 PCD 6 Nos Plummer blocks / Hubs Alloy steel components Shafts Pins Bronze alloy components : Bronze bearings / bush Wire rope 36 mm dia 6/37 construction MS Bolt / Nut / Washer Worm reducers Electric motor 20 hp Floating shaft 300 mm dia Manual operating system Gate position indicator Ele-magnetic brake Electric cable / switch / control panel etc Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Grease Use rate welding holder set Use rate gas cutting torch set Sundries ( hand rail /staircase / gate et
B. MACHINERY: Sl No 1 2 3 4 5 6 7
particulars
Description
Welding transformer Fuel / Energy charges Tower crane 5 t capacity Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
Description
UNIT : Unit
Quantity
15.440 tonne wt 90.00 t capacity Rate Amount in Rs. in Rs.
kg kg
2571.00 3632.00
45.00 46.00
115695.00 167072.00
kg kg kg kg
3680.00 218.00 1080.00 322.00
220.00 210.00 180.00 180.00
809600.00 45780.00 194400.00 57960.00
kg kg
557.00 546.00
210.00 420.00
116970.00 229320.00
kg
144.00
912.00
131328.00
kg kg No. No. kg No. No. No.
448.00 85.00 1.00 1.00 1000.00 1.00 1.00 1.00
250.00 90.00 224400.00 121000.00 180.00 28820.00 195800.00 35200.00
112000.00 7650.00 224400.00 121000.00 180000.00 28820.00 195800.00 35200.00
LS 1.00 cum 213.00 cum 71.00 Nos 530.00 Nos 4776.00 kg 50.00 Hour 566.00 Hour 90.00 LS 200.00 Total cost of Materials
50380.00 52.00 320.00 11.00 18.00 260.00 7.35 23.67 41.00 Rs:
50380.00 11076.00 22720.00 5830.00 85968.00 13000.00 4160.10 2130.45 8200.00 2976459.55
Rate in Rs. 16.00 91.30 867.10 197.80 6.40 3.80 519.70 322.20 22.50 38.00 22.50 38.00 41.00 Rs:
Amount in Rs. 9056.00 32228.90 3468.40 791.20 339.20 201.40 25985.00 16110.00 180.00 304.00 360.00 608.00 4100.00 93732.10
Rate in Rs.
Amount in Rs.
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
Quantity 566.00 353.00 4.00 4.00 53.00 53.00 50.00 50.00 8.00 8.00 16.00 16.00 100.00
Quantity
289
Gates and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5
50.00 4.00 16.00 8.00 35.00
153.10 163.30 171.60 171.60 440.00
7655.00 653.20 2745.60 1372.80 15400.00
Day 58.00 Day 18.00 Day 53.00 Day 20.00 Day 175.00 Day 3.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour
440.00 385.00 385.00 385.00 345.00 440.00 Rs:
25520.00 6930.00 20405.00 7700.00 60375.00 1320.00 150076.60 45022.98 195099.58
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
2976459.55 93732.10 195099.58 3265291.23 0.00 3265291.23 97958.74 3363249.97 470855.00
6 7 8 9 10 11
Crew for Mobile crane Crew for Tower crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector / Mechanic Gas cutter Welder ( General ) Khalasi Helper fabrication / erection Electrician
Hour Hour Hour Hour Day
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
2167.80 0.14 303.50 2471.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for Total cost for
14% R
19.00 per tonne 586.72 63.30 per tonne 1954.704 15.440 tonne wt Rs: 3836646.39 90.00 t capacity Rs: Rate per tonne wt Rs: 248487.50 Rate per tonne capacity of hoist 42629.40
IRR-GAW-1-4 Walk way(cat walk) fabrication, supply, erection and commissioning of 1 metre wide walkway connecting spillway piers / abutments at trunnion platform level including cost of all materials, machinery, labour, cutting, welding etc, complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 5 6 7 8
Structural steel Angles / beams / channels / bars Plates / flats Chequered plates MS bolts / nuts / washers Oxygen gas Acetyline gas Welding electrodes Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1
particulars
Description
Welding transformer
UNIT : Unit
Quantity
kg 4258.00 kg 98.00 kg 856.00 kg 8.00 cum 51.00 cum 17.00 Nos 1195.00 Hour 150.00 Hour 30.00 LS 10.00 Total cost of Materials
Unit Hour
Quantity 150.00
5.22 MT Rate in Rs.
Amount in Rs.
45.00 46.00 60.00 90.00 52.00 320.00 11.00 7.35 23.67 41.00 Rs:
191610.00 4508.00 51360.00 720.00 2652.00 5440.00 13145.00 1102.50 710.15 410.00 271657.65
Rate in Rs. 16.00
Amount in Rs. 2400.00
290
Gates and Allied Works - Item Unit Rates 2014-15
2 3 4 5 6 7 8
Fuel / Energy charges Tower crane Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile CRANE 16T Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Bending Machine Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
150.00 6.00 6.00 12.00 12.00 8.00 8.00 12.00 12.00 12.00 12.00 10.00 10.00 10.00
Unit
Quantity
Crew for Mobile crane 16T Crew for Tower crane Crew for Drilling machine Crew for Grinding machine Crew for Bending machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Helper fabrication / erection Electrician
Hour 10.00 Hour 6.00 Hour 12.00 Hour 12.00 Hour 10.00 Day 6.00 Day 25.00 Day 5.00 Day 20.00 Day 200.00 Day 2.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
91.30 867.10 197.80 6.40 3.80 2278.10 75.00 22.50 38.00 22.50 38.00 42.60 114.10 41.00 Rs:
13695.00 5202.60 1186.80 76.80 45.60 18224.80 600.00 270.00 456.00 270.00 456.00 426.00 1141.00 410.00 44860.60
Rate in Rs. 454.30 163.30 171.60 171.60 113.90 440.00 440.00 385.00 385.00 345.00 440.00 Rs:
Amount in Rs. 4543.00 979.80 2059.20 2059.20 1139.00 2640.00 11000.00 1925.00 7700.00 69000.00 880.00 103925.20 31177.56 135102.76
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
271657.65 44860.60 135102.76 451621.01 0.00 451621.01 13548.63 465169.64 65123.75
25881.80 0.14 3623.50 29505.30
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
198.36 660.852 Rs: 531152.60 Rs: 101753.40
5.22 MT Rate per MT
IRR-GAW-2 VERTICAL LIFT GATES-EM PARTS IRR-GAW-2-1 Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials, machinery, labour, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) Drawing No. MD/CDO/GNCP/HR/1759,1760/94 (GNSS Project) Vent Size: DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT : Unit
Quantity
3.6 X 6.1 Mtr 6.300 tonne Rate
Amount
291
Gates and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5 6 7 8 9 10 11 12
Str steel angle / beam / channel / bars Structural steel plate / flats Stainless steel plate / flats MS bolts and nuts Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Welding electrodes ( stainless steel ) Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10 11 12
Description
Welding transformer Fuel / Energy charges Plate shearing machine Fuel / Energy charges Pug cutting machine Fuel / Energy charges Planing machine Fuel / Energy charges Mobile Crane 16 T Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Bending Machine Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
kg 1885.00 kg 3890.00 kg 271.00 kg 50.00 cum 225.00 cum 75.00 Nos 1410.00 Nos 350.00 Nos 1320.00 Hour 385.00 Hour 225.00 LS 40.00 Total cost of Materials
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
Quantity 385.00 385.00 8.00 8.00 110.00 110.00 270.00 270.00 24.00 24.00 14.00 14.00 14.00 14.00 21.00 21.00 14.00 14.00 40.00
Unit
Quantity
Crew for Mobile crane 16 T Crew for Planing machine Crew for Drilling machine Crew for Grinding machine Crew for Bending machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Welder ( X - ray ) Helper fabrication / erection Electrician
Hour 24.00 Hour 270.00 Hour 21.00 Hour 14.00 Hour 14.00 Day 32.00 Day 35.00 Day 9.00 Day 46.00 Day 6.00 Day 240.00 Day 4.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
in Rs. 84825.00 178940.00 74525.00 4500.00 11700.00 24000.00 15510.00 6300.00 34320.00 2829.75 5326.13 1640.00 444415.88
Rate in Rs. 16.00 91.30 41.90 152.20 6.40 3.80 117.80 114.10 2278.10 75.00 86.10 0.00 22.50 38.00 22.50 38.00 42.60 114.10 41.00 Rs:
Amount in Rs. 6160.00 35150.50 335.20 1217.60 704.00 418.00 31806.00 30807.00 54674.40 1800.00 1205.40 0.00 315.00 532.00 472.50 798.00 596.40 1597.40 1640.00 170229.40
Rate in Rs. 454.30 182.20 171.60 171.60 113.90 440.00 440.00 385.00 385.00 440.00 345.00 440.00 Rs:
Amount in Rs. 10903.20 49194.00 3603.60 2402.40 1594.60 14080.00 15400.00 3465.00 17710.00 2640.00 82800.00 1760.00 205552.80 61665.84 267218.64
Rs: Rs: Rs: Rs: Rs: Rs:
444415.88 170229.40 267218.64 881863.92 0.00 881863.92
42415.70 0.14 5938.20 48353.90
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for excise duty (on 75 percent cost excluding cost of materials)
in Rs. 45.00 46.00 275.00 90.00 52.00 320.00 11.00 18.00 26.00 7.35 23.67 41.00 Rs:
Total 0.00% Total
292
Gates and Allied Works - Item Unit Rates 2014-15
E. Add for transportation upto work site @
3%
Rs: Rs: Rs:
Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
26455.92 908319.83 127164.78
239.4 797.58 Rs: 1036521.59 Rs: 164527.20
6.30 tonne Rate per tonne
vertical lift gates and stop log gate elements ( SLIDING GATES) IRR-GAW-2-2 Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes, rubber seals, clamps etc., with all accessories including cost of all materials, machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) Drawing NO. CE/CDO/CL3/MRP/783/2002 (Spillway Stop log gate Elements of Madduvalasa Project) Vent Size: 12.624 X 0.50 M 16 Elements
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4
5 6 7 8 9 10 11
Structural steel Angles / beams / channels / bars Plates / flats Alloy steel components Lifting pins Bolt / Nut / Washer GI bolts / nuts / washers Rubber seals Bottom seal Side seals Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8
particulars
Description
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile crane 16 T Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Bending Machine Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No
Description
UNIT : Unit
Quantity
119.000 tonne Rate in Rs.
Amount in Rs.
kg kg
5280.00 112880.00
45.00 46.00
237600.00 5192480.00
kg
520.00
420.00
218400.00
kg
600.00
130.00
78000.00
Rm 210.00 Rm 18.00 cum 2714.00 cum 905.00 Nos 86554.00 Nos 16486.00 Hour 12880.00 Hour 2714.00 LS 400.00 Total cost of Materials
759.00 1155.00 52.00 320.00 11.00 18.00 7.35 23.67 41.00 Rs:
159390.00 20790.00 141128.00 289600.00 952094.00 296748.00 94668.00 64244.90 16400.00 7761542.90
Rate in Rs. 16.00 91.30 6.40 3.80 2278.10 75.00 86.10 0.00 22.50 38.00 22.50 38.00 42.60 114.10 41.00 Rs:
Amount in Rs. 206080.00 1175944.00 41216.00 24472.00 820116.00 27000.00 20491.80 0.00 5355.00 9044.00 8032.50 13566.00 10224.00 27384.00 7380.00 2396305.30
Rate in Rs.
Amount in Rs.
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
Quantity 12880.00 12880.00 6440.00 6440.00 360.00 360.00 238.00 238.00 238.00 238.00 357.00 357.00 240.00 240.00 180.00
Quantity
293
Gates and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5 6 7 8 9 10 11 12
Crew for Mobile crane 16T Crew for Drilling machine Crew for Grinding machine Crew for Bending machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Welder ( X - ray ) Khalasi Helper fabrication / erection Electrician
Hour 360.00 Hour 357.00 Hour 238.00 Hour 240.00 Day 120.00 Day 195.00 Day 100.00 Day 1442.00 Day 275.00 Day 2023.00 Day 2727.00 Day 10.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
454.30 171.60 171.60 113.90 440.00 440.00 385.00 385.00 440.00 385.00 345.00 440.00 Rs:
163548.00 61261.20 40840.80 27336.00 52800.00 85800.00 38500.00 555170.00 121000.00 778855.00 940815.00 4400.00 2870326.00 861097.80 3731423.80
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
7761542.90 2396305.30 3731423.80 13889272.00 0.00 13889272.00 416678.16 14305950.16 2002833.02
31356.50 0.14 4389.90 35746.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
4522.000 15065.4 Rs: 16328370.59 Rs: 137213.20
119.00 tonne Rate per tonne
STOP LOGS-automatic lifting beam IRR-GAW-2-3 fabrication, supply, erection, testing and commissioning of automatic lifting beam with all accessories for handling, lowering and lifting of spillway stop log gate elements including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, etc., complete as per specifications and drawings with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 5 6 7 8 9 10 11 12 13
particulars
Structural steel Angles / beams / channels / bars Plates / flats Alloy steel components Lifting pins Bronze alloy components : Bronze bush Forged steel components : Lifting hooks MS pipe 100 mm dia Bolt / Nut / Washer MS bolts / nuts / washers Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Use rate welding holder set Use rate gas cutting torch set Sundries
UNIT : Unit
Quantity
3.528 tonne Rate in Rs.
Amount in Rs.
kg kg
13.00 3389.00
45.00 46.00
585.00 155894.00
kg
101.00
420.00
42420.00
kg
5.00
912.00
4560.00
kg kg
103.00 11.00
260.00 175.00
26780.00 1925.00
3.00 126.00 42.00 175.00 1575.00 187.00 24.00 25.00
90.00 52.00 320.00 11.00 18.00 7.35 23.67 41.00
270.00 6552.00 13440.00 1925.00 28350.00 1374.45 568.12 1025.00
kg cum cum Nos Nos Hour Hour LS
294
Gates and Allied Works - Item Unit Rates 2014-15
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile derric crane Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9
Description
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
187.00 117.00 60.00 60.00 4.00 4.00 8.00 8.00 2.00 2.00 2.00 2.00 10.00
Unit
Quantity
Crew for Mobile crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Helper fabrication / erection Electrician
Hour 4.00 Hour 2.00 Hour 2.00 Day 10.00 Day 18.00 Day 10.00 Day 18.00 Day 52.00 Day 1.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rs:
285668.57
Rate in Rs. 16.00 91.30 6.40 3.80 519.70 322.20 86.10 0.00 22.50 38.00 22.50 38.00 41.00 Rs:
Amount in Rs. 2992.00 10682.10 384.00 228.00 2078.80 1288.80 688.80 0.00 45.00 76.00 45.00 76.00 410.00 18994.50
Rate in Rs. 153.10 171.60 171.60 440.00 440.00 385.00 385.00 345.00 440.00 Rs:
Amount in Rs. 612.40 343.20 343.20 4400.00 7920.00 3850.00 6930.00 17940.00 440.00 42778.80 12833.64 55612.44
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
285668.57 18994.50 55612.44 360275.51 0.00 360275.51 10808.27 371083.78 51951.73
15763.20 0.14 2206.80 17970.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R 3.528 tonne Rate per tonne
19.00 per tonne 63.30 per tonne
134.064 446.644 Rs: 423616.21 Rs: 120072.60
MOVING GANTRY CRANE-CLASS II IRR-GAW-2-4 fabrication, supply, erection, testing and commissioning of adequate capacity Class- II type moving gantry crane consisting of rail mounted gantry frame, top platform with hand railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electromagnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice / canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
295
Gates and Allied Works - Item Unit Rates 2014-15
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2
3 4
5 6 7 8 9 10
11 12 13 14 15 16 17 18 19 20
2 3 4 5 6 7
Description
Welding transformer Fuel / Energy charges Tower crane 5 t capacity Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7
Unit
Quantity
Structural steel Angles / beams / channels / bars kg 1743.00 Plates / flats kg 19700.00 Chequered plates kg 820.00 Cast steel components : Rope drums 2 Nos/Gears kg 1320.00 pinions kg 1165.00 Wheels / Pulleys kg 2255.00 Plummer blocks / Couplings kg 817.00 Forged steel components Hook / Shackle kg 127.00 Alloy steel components Shafts kg 556.00 Pins kg 524.00 Bronze alloy components : Bronze bearings / bush kg 181.00 Wire rope 28 mm dia 6/37 construction kg 406.00 MS Bolt / Nut / Washer kg 63.00 MS pipe 32 mm dia for railing Rm 50.00 Worm reducers Nos. 4.00 Electric motor 17.5 hp No. 1.00 Electric motor 5 hp Nos. 2.00 Electric motor 3 hp No. 1.00 Ele-magnetic / Thruster brakes Nos. 4.00 Electric cable / switch / control panel etc LS 3.00 Oxygen gas cum 579.00 Acetyline gas cum 193.00 Welding electrodes Nos 1123.00 Welding electrodes ( LH ) Nos 10110.00 Grease kg 50.00 Use rate welding holder set Hour 1197.00 Use rate gas cutting torch set Hour 150.00 Sundries LS 200.00 Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Crew for Mobile crane Crew for Tower crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit Hour Hour Hour Hour Day Day Day
Quantity 1197.00 748.00 6.00 6.00 235.00 235.00 100.00 100.00 32.00 32.00 16.00 16.00 500.00
Quantity 100.00 6.00 16.00 32.00 74.00 124.00 48.00
30.856 tonne 25 t capacity Rate Amount in Rs. in Rs. 45.00 46.00 60.00
78435.00 906200.00 49200.00
220.00 210.00 180.00 180.00
290400.00 244650.00 405900.00 147060.00
260.00
33020.00
210.00 420.00
116760.00 220080.00
912.00 250.00 90.00 185.00 224400.00 85800.00 33000.00 23100.00 35200.00
165072.00 101500.00 5670.00 9250.00 897600.00 85800.00 66000.00 23100.00 140800.00
50380.00 52.00 320.00 11.00 18.00 260.00 7.35 23.67 41.00 Rs:
151140.00 30108.00 61760.00 12353.00 181980.00 13000.00 8797.95 3550.75 8200.00 4457386.70
Rate in Rs. 16.00 91.30 867.10 197.80 6.40 3.80 519.70 322.20 22.50 38.00 22.50 38.00 41.00 Rs:
Amount in Rs. 19152.00 68292.40 5202.60 1186.80 1504.00 893.00 51970.00 32220.00 720.00 1216.00 360.00 608.00 20500.00 203824.80
Rate in Rs. 153.10 163.30 171.60 171.60 440.00 440.00 385.00
Amount in Rs. 15310.00 979.80 2745.60 5491.20 32560.00 54560.00 18480.00
296
Gates and Allied Works - Item Unit Rates 2014-15
8 9 10 11
Welder ( General ) Khalasi Helper fabrication / erection Electrician
Day 112.00 Day 20.00 Day 350.00 Day 10.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
385.00 385.00 345.00 440.00 Rs:
43120.00 7700.00 120750.00 4400.00 306096.60 91828.98 397925.58
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
4457386.70 203824.80 397925.58 5059137.08 0.00 5059137.08 151774.11 5210911.19 729527.57
15917.00 0.14 2228.40 18145.40
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
30.856 25.000 Rate per Rate per
19.00 per tonne 63.30 per tonne
tonne t capacity tonne tonne capac
1172.528 3906.37 Rs: 5945517.66 Rs: Rs: 192685.90 Rs: 237820.70
RAIL TRACK FOR GANTRY CRANE IRR-GAW-2-5 Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials, machinery, labour, complete as per specifications (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) DATA:
RATE ANALYSIS A. MATERIALS: Sl No
1 2 3 4 5 6 7 8 9 10
Str steel angle / beam / channel / bars Structural steel plate / flats Rails MS bolts and nuts Oxygen gas Acetyline gas Welding electrodes Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5
particulars
Description
Welding transformer Fuel / Energy charges Mobile derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
UNIT : Unit
Quantity
kg 1570.00 kg 975.00 kg 18450.00 kg 246.00 cum 201.00 cum 67.00 Nos 1805.00 Hour 193.00 Hour 133.00 LS 10.00 Total cost of Materials
Unit Hour Hour Hour Hour Hour Hour Hour Hour LS
Quantity 193.00 121.00 4.00 4.00 8.00 8.00 50.00 50.00 10.00
200.000 Rm Rate in Rs.
Amount in Rs.
45.00 46.00 51.50 90.00 52.00 320.00 11.00 7.35 23.67 41.00 Rs:
70650.00 44850.00 950175.00 22140.00 10452.00 21440.00 19855.00 1418.55 3148.33 410.00 1144538.88
Rate in Rs. 16.00 91.30 519.70 322.20 22.50 38.00 22.50 38.00 41.00 Rs:
Amount in Rs. 3088.00 11047.30 2078.80 1288.80 180.00 304.00 1125.00 1900.00 410.00 21421.90
297
Gates and Allied Works - Item Unit Rates 2014-15
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9
Description
Unit
Quantity
Crew for Mobile crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Helper fabrication / erection Electrician
Hour 4.00 Hour 50.00 Hour 8.00 Day 8.00 Day 32.00 Day 17.00 Day 18.00 Day 52.00 Day 1.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Rate in Rs. 153.10 171.60 171.60 440.00 440.00 385.00 385.00 345.00 440.00 Rs:
Amount in Rs. 612.40 8580.00 1372.80 3520.00 14080.00 6545.00 6930.00 17940.00 440.00 60020.20 18006.06 78026.26
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
1144538.88 21421.90 78026.26 1243987.04 0.00 1243987.04 37319.61 1281306.65 179382.93
390.10 0.14 54.60 444.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3% Total
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
787.436 2623.406 Rs: 1464100.43 Rs: 7320.50
200.000 Rm Rate per Rm
VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTED IRR-GAW-2-6 Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with allleads and lifts, complete as per specifications andvapproved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) Drawing No. CE/CDO/DEE/DEE4/GNC/HR/2150/96,2137/98 (GNSS Project) Gate Size: 3.66 X 6.1 Mtr DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3
4 5
6
particulars
Structural steel Plates / flats Beams/Channels Alloy steel components Wheel axles / Pins Cast steel components Wheels / Guide rollers Alluminium / Bronze alloy components Bearings Bolt / Nut / Washer GI bolts / nuts / washers MS bolts / nuts / washers Rubber seals Bottom seal ( flat uncladed )
UNIT : Unit
Quantity
10.000 tonne Rate in Rs.
Amount in Rs.
kg kg
7103.00 2727.00
46.00 45.00
326738.00 122715.00
kg
108.00
420.00
45360.00
kg
504.00
180.00
90720.00
kg
12.00
912.00
10944.00
kg kg
36.00 6.00
106.00 90.00
3816.00 540.00
Rm
3.72
759.00
2823.48
298
Gates and Allied Works - Item Unit Rates 2014-15
7 8 9 10 11 12 13
Side seals ( bulb teflon claded ) Top seal ( bulb teflon claded ) Corner seals ( bulb teflon claded ) Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8 9
Description
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Tower crane Fuel / Energy charges Mobile crane 16 T Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Bending machine Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13
Rm 12.30 Rm 3.72 Nos 2.00 cum 170.00 cum 56.00 Nos 3200.00 Nos 800.00 Hour 500.00 Hour 40.00 LS 60.00 Total cost of Materials
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
500.00 500.00 85.00 85.00 10.00 10.00 30.00 30.00 20.00 20.00 10.00 10.00 30.00 30.00 10.00 10.00 50.00
Unit
Quantity
Crew for Mobile crane 16 T Crew for Tower crane Crew for Drilling machine Crew for Grinding machine Crew for Bending machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Welder ( X - ray grade ) Khalasi Helper fabrication / erection Electrician
Hour 30.00 Hour 10.00 Hour 30.00 Hour 10.00 Hour 10.00 Day 16.00 Day 50.00 Day 8.00 Day 52.00 Day 14.00 Day 170.00 Day 230.00 Day 4.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
18671.40 5646.96 2970.00 8840.00 17920.00 35200.00 14400.00 3675.00 946.87 2460.00 714386.71
Rate in Rs. 16.00 91.30 6.40 3.80 867.10 197.80 2278.10 75.00 86.10 0.00 22.50 38.00 22.50 38.00 42.60 114.10 41.00 Rs:
Amount in Rs. 8000.00 45650.00 544.00 323.00 8671.00 1978.00 68343.00 2250.00 1722.00 0.00 225.00 380.00 675.00 1140.00 426.00 1141.00 2050.00 143518.00
Rate in Rs. 454.30 163.30 171.60 171.60 113.90 440.00 440.00 385.00 385.00 440.00 385.00 345.00 440.00 Rs:
Amount in Rs. 13629.00 1633.00 5148.00 1716.00 1139.00 7040.00 22000.00 3080.00 20020.00 6160.00 65450.00 79350.00 1760.00 228125.00 68437.50 296562.50
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
714386.71 143518.00 296562.50 1154467.21 0.00 1154467.21 34634.02 1189101.22 166474.17
29656.30 0.14 4151.90 33808.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads
1518.00 1518.00 1485.00 52.00 320.00 11.00 18.00 7.35 23.67 41.00 Rs:
14%
299
Gates and Allied Works - Item Unit Rates 2014-15
Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
R
19.00 per tonne 63.30 per tonne
10.000 tonne Rate per tonne
380 1266 Rs: Rs:
1357221.39 135722.10
VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER OPERATED IRR-GAW-2-7 Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electromagnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc., with all accessories for operating river sluice / canal sluice service gate including cost of all materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) DATA: RATE ANALYSIS A. MATERIALS: Sl No 1
2
3
4
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Structural steel Angles / beams / channels / bars Plates / flats Chequered plate Cast steel components : Rope drums 2 Nos / Gears Pinions Pulleys 3 Nos / Couplings 2 Nos Plummer blocks / Hubs Alloy steel components Shafts Pins Bronze alloy components : Bronze bearings / bush Wire rope 28 mm dia 6/37 construction MS Bolt / Nut / Washer Worm reducers Electric motor 5 hp Manual operating system Gate position indicator Ele-magnetic brake Electric cable / switch / control panel etc Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Grease Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6
particulars
UNIT : Unit
Quantity
6.243 tonne wt 25 t capacity Rate Amount in Rs. in Rs.
kg kg kg
1487.00 402.00 290.00
45.00 46.00 60.00
66915.00 18492.00 17400.00
kg kg kg kg
1926.00 79.00 306.00 72.00
220.00 210.00 180.00 180.00
423720.00 16590.00 55080.00 12960.00
kg kg
346.00 73.00
210.00 420.00
72660.00 30660.00
kg
57.00
912.00
51984.00
kg kg No. No. No. No. No.
325.00 32.00 1.00 1.00 1.00 1.00 1.00
250.00 90.00 224400.00 33000.00 28820.00 195800.00 35200.00
81250.00 2880.00 224400.00 33000.00 28820.00 195800.00 35200.00
LS 1.00 cum 45.00 cum 15.00 Nos 80.00 Nos 720.00 kg 50.00 Hour 85.00 Hour 16.00 LS 25.00 Total cost of Materials
50380.00 52.00 320.00 11.00 18.00 260.00 7.35 23.67 41.00 Rs:
50380.00 2340.00 4800.00 880.00 12960.00 13000.00 624.75 378.75 1025.00 1454199.50
Rate in Rs. 16.00 91.30 867.10 197.80 6.40 3.80 519.70 322.20 22.50 38.00 22.50 38.00
Amount in Rs. 1360.00 4838.90 1734.20 395.60 96.00 57.00 5197.00 3222.00 45.00 76.00 45.00 76.00
Description
Unit
Welding transformer Fuel / Energy charges Tower crane 5 t capacity Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
Quantity 85.00 53.00 2.00 2.00 15.00 15.00 10.00 10.00 2.00 2.00 2.00 2.00
300
Gates and Allied Works - Item Unit Rates 2014-15
7
Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10 11
LS
Description
25.00
Unit
Quantity
Crew for Mobile crane Crew for Tower crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Khalasi Helper fabrication / erection Electrician
Hour 10.00 Hour 2.00 Hour 2.00 Hour 2.00 Day 15.00 Day 19.00 Day 4.00 Day 8.00 Day 4.00 Day 44.00 Day 2.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
41.00 Rs:
1025.00 18167.70
Rate in Rs. 153.10 163.30 171.60 171.60 440.00 440.00 385.00 385.00 385.00 345.00 440.00 Rs:
Amount in Rs. 1531.00 326.60 343.20 343.20 6600.00 8360.00 1540.00 3080.00 1540.00 15180.00 880.00 39724.00 11917.20 51641.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
1454199.50 18167.70 51641.20 1524008.40 0.00 1524008.40 45720.25 1569728.65 219762.01
2065.60 0.14 289.20 2354.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne 6.243 tonne wt 25.000 t capacity Rate per tonne wt Rate per tonne capacity of hoist
237.234 790.364 Rs: 1790518.26 Rs: Rs: 286804.10 Rs: 71620.70
HOIST BRIDGE/ WITH TRESSELS IRR-GAW-2-8 Design, fabrication, supply, erection and commissioning of structural steel hoist bridge consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all accessories for supporting rope drum hoist for operating barrage gates including cost of all materials, machinery, labour, welding, finishing, etc., complete complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) Drawing No. CE/CDO/VRSP/215,216/86-87 (Vengalaraya Sagar - Gomukhi Project)
DATA:
Vent Size: 12 X 6.6 Mtr UNIT : 10.500 tonne
RATE ANALYSIS A. MATERIALS: Sl No
1
2 3 4 5 6 7
particulars
Structural steel angles/ beams / channels Structural steel plates / flats Chequered plate MS pipe 25 mm dia Bolt / Nut / Washers Oxygen gas Acetyline gas Welding electrodes Use rate welding holder set
Unit
kg kg kg Rm kg cum cum Nos Hour
Quantity
1494.00 6564.00 2442.00 60.00 18.00 105.00 35.00 3150.00 394.00
Rate in Rs. 45.00 46.00 60.00 150.00 90.00 52.00 320.00 11.00 7.35
Amount in Rs. 67230.00 301944.00 146520.00 9000.00 1620.00 5460.00 11200.00 34650.00 2895.90
301
Gates and Allied Works - Item Unit Rates 2014-15
8 9
Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6 7 8
Description
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile crane 30 T Fuel / Energy charges Stationery derric crane Fuel / Energy charges Drilling machine Fuel / Energy charges Grinding machine Fuel / Energy charges Tower Crane Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8 9 10
Hour 105.00 LS 50.00 Total cost of Materials
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Description
394.00 394.00 52.00 52.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 50.00
Unit
Quantity
Crew for Mobile crane 30 T Crew for Drilling machine Crew for Grinding machine Crew for Tower Crane Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Helper fabrication / erection Electrician
Hour 30.00 Hour 20.00 Hour 20.00 20.00 Hour Day 10.00 Day 50.00 Day 14.00 Day 53.00 Day 400.00 Day 6.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
23.67 41.00 Rs:
2485.53 2050.00 585055.43
Rate in Rs. 16.00 91.30 6.40 3.80 3096.80 118.80 86.10 0.00 22.50 38.00 22.50 38.00 867.10 197.80 41.00 Rs:
Amount in Rs. 6304.00 35972.20 332.80 197.60 92904.00 3564.00 1722.00 0.00 450.00 760.00 450.00 760.00 17342.00 3956.00 2050.00 166764.60
Rate in Rs. 454.30 171.60 171.60 163.30 440.00 440.00 385.00 385.00 345.00 440.00 Rs:
Amount in Rs. 13629.00 3432.00 3432.00 3266.00 4400.00 22000.00 5390.00 20405.00 138000.00 2640.00 216594.00 64978.20 281572.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
585055.43 166764.60 281572.20 1033392.23 0.00 1033392.23 31001.77 1064393.99 149015.16
26816.40 0.14 3754.30 30570.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R 10.500 tonne Rate per tonne
19.00 per tonne 63.30 per tonne
399 1329.3 Rs: 1215137.45 Rs: 115727.40
ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE GATES IRR-GAW-2-9 Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of rope drum, pulleys, gear system, electri c motor, electro-magnetic brake system, manual operation assembly, position indicator, control panel, wire rope etc., with all accessories for operating vertical lift roller gates for barrage including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc., complete with all leads and lifts.
302
Gates and Allied Works - Item Unit Rates 2014-15
(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2
3
4
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Structural steel Angles / beams / channels / bars Plates / flats Cast steel components : Rope drums 2 Nos / Gears Pinions Pulleys 3 Nos / Couplings 2 Nos Plummer blocks / Hubs Alloy steel components Shafts / Keys Pins Bronze alloy components : Bronze bearings / bush Wire rope 28 mm dia 6/37 construction MS Bolt / Nut / Washer Worm reducers Electric motor 12.5 hp Manual operating system Gate position indicator Ele-magnetic brake Electric cable / switch / control panel etc Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Grease Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6 7
Description
Welding transformer Fuel / Energy charges Tower crane 5 t capacity Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
particulars
Description
Crew for Mobile crane Crew for Tower crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General )
UNIT : Unit
Quantity
5.069 tonne wt 50.00 t capacity Rate Amount in Rs. in Rs.
kg kg
420.00 225.00
45.00 46.00
18900.00 10350.00
kg kg kg kg
1290.00 98.00 650.00 250.00
220.00 210.00 180.00 180.00
283800.00 20580.00 117000.00 45000.00
kg kg
350.00 96.00
210.00 420.00
73500.00 40320.00
kg
100.00
912.00
91200.00
kg kg No. No. No. No. No.
435.00 26.00 1.00 1.00 1.00 1.00 1.00
250.00 90.00 224400.00 72600.00 28820.00 195800.00 35200.00
108750.00 2340.00 224400.00 72600.00 28820.00 195800.00 35200.00
LS 1.00 cum 30.00 cum 10.00 Nos 44.00 Nos 392.00 kg 50.00 Hour 47.00 Hour 12.00 LS 25.00 Total cost of Materials
50380.00 52.00 320.00 11.00 18.00 260.00 7.35 23.67 41.00 Rs:
50380.00 1560.00 3200.00 484.00 7056.00 13000.00 345.45 284.06 1025.00 1445894.51
Rate in Rs. 16.00 91.30 867.10 197.80 6.40 3.80 519.70 322.20 22.50 38.00 22.50 38.00 41.00 Rs:
Amount in Rs. 752.00 4291.10 1734.20 395.60 57.60 34.20 5197.00 3222.00 45.00 76.00 45.00 76.00 1025.00 16950.70
Rate in Rs. 153.10 163.30 171.60 171.60 440.00 440.00 385.00 385.00
Amount in Rs. 1531.00 326.60 343.20 343.20 5720.00 7480.00 1155.00 1925.00
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit Hour Hour Hour Hour Day Day Day Day
Quantity 47.00 47.00 2.00 2.00 9.00 9.00 10.00 10.00 2.00 2.00 2.00 2.00 25.00
Quantity 10.00 2.00 2.00 2.00 13.00 17.00 3.00 5.00
303
Gates and Allied Works - Item Unit Rates 2014-15
9 10 11
Khalasi Helper fabrication / erection Electrician
Day 4.00 Day 36.00 Day 2.00 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
385.00 345.00 440.00 Rs:
1540.00 12420.00 880.00 33664.00 10099.20 43763.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
1445894.51 16950.70 43763.20 1506608.41 0.00 1506608.41 45198.25 1551806.66 217252.93
875.30 0.14 122.50 997.80
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne 5.069 tonne wt 50.000 t capacity Rate per tonne wt Rate per tonne capacity of hoist
192.622 641.736 Rs: 1769893.95 Rs: Rs: 349160.40 Rs: 35397.90
SCREW GEAR HOISTS including plat form( UPTO 10 TON CAP) IRR-GAW-2-10 Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw gear type hoist consisting of supporting structure, platform, ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,finishing etc.,complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
2 3 4 5 6 7 8 9 10 11 12 13
Structural steel Angles / beams / channels / bars Plates / flats Chequered plate Cast iron components : Hoist body / Lock nut / Main nut Alloy steel components Hoist stem Bronze alloy components : Thrust bearings MS Bolt / Nut / Washer Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Grease Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1
particulars
Description
Welding transformer
UNIT : Unit
Quantity
0.871 tonne 3.00 t capacity Rate Amount in Rs. in Rs.
kg kg kg
402.00 145.00 176.00
45.00 46.00 60.00
18090.00 6670.00 10560.00
kg
55.00
220.00
12100.00
kg
75.00
210.00
15750.00
kg 4.00 kg 8.00 cum 18.00 cum 6.00 Nos 7.00 Nos 66.00 kg 2.00 Hour 8.00 Hour 11.00 LS 2.00 Total cost of Materials
912.00 90.00 52.00 320.00 11.00 18.00 260.00 7.35 23.67 41.00 Rs:
3648.00 720.00 936.00 1920.00 77.00 1188.00 520.00 58.80 260.39 82.00 72580.19
Rate in Rs. 16.00
Amount in Rs. 128.00
Unit Hour
Quantity 8.00
304
Gates and Allied Works - Item Unit Rates 2014-15
2 3 4
Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Hour Hour Hour Hour Hour LS
Description
5.00 2.00 2.00 2.00 2.00 2.00
Unit
Quantity
Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Helper fabrication / erection Electrician
Hour 2.00 Hour 2.00 Day 4.00 Day 5.00 Day 2.00 Day 1.00 Day 9.00 Day 0.50 Total cost of Labour Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
91.30 22.50 38.00 22.50 38.00 41.00 Rs:
456.50 45.00 76.00 45.00 76.00 82.00 908.50
Rate in Rs. 171.60 171.60 440.00 440.00 385.00 385.00 345.00 440.00 Rs:
Amount in Rs. 343.20 343.20 1760.00 2200.00 770.00 385.00 3105.00 220.00 9126.40 2737.92 11864.32
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
72580.19 908.50 11864.32 85353.01 0.00 85353.01 2560.59 87913.60 12307.90
3954.80 0.14 553.70 4508.50
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
33.098 110.268 Rs: 100364.87 Rs: Rs: 115229.50 Rs: 33455.00
0.871 tonne 3.000 t capacity Rate per tonne Rate per tonne capacity
MANUAL OPERATED ROPE DRUM HOISTS IRR-GAW-2-11 Design, fabrication, supply, erection, testing and commissioning of adequate capacity manually operated rope drum hoist consisting of hoist platform, rope drum, gear system, brake system, wire rope, ladder etc., with all accessories for operating canal regulator radial gate including cost of all materials, machinery, labour, welding, finishing, cleaning, ., complete with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately) DATA:
RATE ANALYSIS A. MATERIALS: Sl No particulars 1
2
Structural steel Angles / beams / channels / bars Plates / flats Chequered plate Cast steel components : Rope drums 2 Nos / Gears Pinions Pulleys 6 Nos Plummer blocks / Couplings
UNIT :
2.804 10.00 Rate in Rs.
tonne t capacity Amount in Rs.
Unit
Quantity
kg kg kg
1229.00 453.00 195.00
45.00 46.00 60.00
55305.00 20838.00 11700.00
kg kg kg kg
384.00 14.00 108.00 47.00
220.00 210.00 180.00 180.00
84480.00 2940.00 19440.00 8460.00
305
Gates and Allied Works - Item Unit Rates 2014-15
3
4
5 6 7 8 9 10 11 12 13 14 15 16 17 18
Alloy steel components Shafts Pins Bronze alloy components : Bronze bearings / bush Wire rope 12 mm dia 6/36 construction MS Bolt / Nut / Washer Worm reducers Manual operating system Brake Wire rope sockets Oxygen gas Acetyline gas Welding electrodes Welding electrodes ( LH ) Grease Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No Description 1 2 3 4 5 6 7
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Mobile derric crane Fuel / Energy charges Stationery derric crane Fuel / Energy charges Grinding machine Fuel / Energy charges Drilling machines Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description 1 2 3 4 5 6 7 8 9
kg kg
75.00 24.00
210.00 420.00
15750.00 10080.00
kg
11.00
912.00
10032.00
kg 42.00 kg 64.00 No. 1.00 No. 1.00 No. 1.00 No 2.00 cum 75.00 cum 25.00 Nos 69.00 Nos 622.00 kg 10.00 Hour 73.00 Hour 42.00 LS 25.00 Total cost of Materials
250.00 90.00 224400.00 28820.00 35200.00 4620.00 52.00 320.00 11.00 18.00 260.00 7.35 23.67 41.00 Rs:
10500.00 5760.00 224400.00 28820.00 35200.00 9240.00 3900.00 8000.00 759.00 11196.00 2600.00 536.55 994.21 1025.00 581955.76
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
Rate Amount in Rs. in Rs. 16.00 1168.00 91.30 4199.80 6.40 51.20 3.80 30.40 519.70 2078.80 322.20 1288.80 86.10 688.80 0.00 0.00 22.50 180.00 38.00 304.00 22.50 360.00 38.00 608.00 41.00 1025.00 Rs: 11982.80
73.00 46.00 8.00 8.00 4.00 4.00 8.00 8.00 8.00 8.00 16.00 16.00 25.00
Quantity
Crew for Mobile crane Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Helper fabrication / erection Electrician
Rate in Rs.
Hour 4.00 Hour 16.00 Hour 8.00 Day 14.00 Day 20.00 Day 6.00 Day 7.00 Day 44.00 Day 2.00 Total cost of Labour Rs: Add towards highly skilled labour charges @ 30% on total cost of labour Total Cost of Labour labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
Amount in Rs. 153.10 171.60 171.60 440.00 440.00 385.00 385.00 345.00 440.00
612.40 2745.60 1372.80 6160.00 8800.00 2310.00 2695.00 15180.00 880.00 40755.80 12226.74 52982.54
5298.30 0.14 741.80 6040.10
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total
Rs: Rs: Rs: Rs: Rs:
581955.76 11982.80 52982.54 646921.10 0.00 646921.10 19407.63 666328.73
306
Gates and Allied Works - Item Unit Rates 2014-15
F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
Rs: 19.00 per tonne 63.30 per tonne
2.804 tonne 10.000 t capacity tonne Rate per tonne capacity of hoist
Rate per
93286.02
106.552 354.986 Rs: 760076.29
Rs: Rs:
271068.60 76007.60
IRR-GAW-212 New Item 201415-2 OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13
Structural steel angles/ beams / chann Structural steel plates / flats Chequered plate Cast iron Components Hoist Body/lock nut/Main Nut etc. Bronze Alloy Steel Components Thrust Bearings MS Bolt/Nut/ Washer Oxygen gas Acetyline gas Welding electrodes Welding electrodes (LH) Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5 6
Description
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Drilling machine Fuel / Energy charges Grinding machine Fuel / Energy charges Lathe machine (Screw Rod M/C) Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5
particulars
Description
Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter
UNIT : Unit kg kg kg
445.78 28.00 144.80
Rate in Rs. 45.00 46.00 60.00
Kg
83.00
220.00
18260.00
kg 3.00 kg 16.00 cum 21.00 cum 7.00 Nos 200.00 Nos 40.00 Hour 72.00 Hour 36.00 LS 20.00 Total cost of Materials
912.00 90.00 52.00 320.00 11.00 18.00 7.35 23.67 41.00 Rs:
2736.00 1440.00 1092.00 2240.00 2200.00 720.00 529.20 852.18 820.00 60925.48
Rate in Rs. 16.00 91.30 6.40 3.80 22.50 38.00 22.50 38.00 300.00 41.00 Rs:
Amount in Rs. 480.00 2739.00 76.80 45.60 180.00 304.00 810.00 1368.00 4800.00 410.00 11213.40
Rate in Rs. 171.60 171.60 440.00 440.00 385.00
Amount in Rs. 1372.80 6177.60 880.00 4400.00 1540.00
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit Hour Hour Day Day Day
Quantity
0.869 tonne
Quantity 30.00 30.00 12.00 12.00 8.00 8.00 36.00 36.00 16.00 10.00
Quantity 8.00 36.00 2.00 10.00 4.00
Amount in Rs. 20060.10 1288.00 8688.00
307
Gates and Allied Works - Item Unit Rates 2014-15
6 7 8
Welder ( General ) Mazdoors Helper fabrication / erection
Day 4.00 Day 6.00 Day 6.00 Total cost of Labour labour component/unit qty 19750.40 Add contractor's profit and overhead charges 0.14 2765.10 labour component/unit qty (including contractor's profit) 22515.50
385.00 295.00 345.00 Rs:
1540.00 1770.00 2070.00 19750.40
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
60925.48 11213.40 19750.40 91889.28 0.00 91889.28 2756.68 94645.96 13250.43
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
0.869 tonne Rate per tonne
33.022 110.016 Rs: 108039.43 Rs: 124326.20
IRR-GAW-213 New Item 201415-3 OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings. (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately) Height of EM parts: 5.4 M
DATA:
Gate Size:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8 9 10
Structural steel angles/ beams / chann Structural steel plates / flats Stainless Steel Flats Oxygen gas Acetyline gas Welding electrodes Welding electrodes (Stainless Steel) Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No 1 2 3 4 5
particulars
Description
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Drilling machine Fuel / Energy charges Grinding machine Fuel / Energy charges Sundries
UNIT : Unit
Quantity
kg 440.57 kg 869.00 kg 25.12 cum 12.00 cum 4.00 Nos 210.00 Nos 30.00 Hour 62.00 Hour 32.00 LS 3.00 Total cost of Materials
Unit Hour Hour Hour Hour Hour Hour Hour Hour LS
Quantity 30.00 30.00 20.00 20.00 4.00 4.00 20.00 20.00 3.00
0.99 X 0.875 M
1.334 tonne Rate in Rs. 45.00 46.00 275.00 52.00 320.00 11.00 26.00 7.35 23.67 41.00 Rs:
Amount in Rs. 19825.65 39974.00 6908.00 624.00 1280.00 2310.00 780.00 455.70 757.49 123.00 73037.84
Rate in Rs. 16.00 91.30 6.40 3.80 22.50 38.00 22.50 38.00 41.00
Amount in Rs. 480.00 2739.00 128.00 76.00 90.00 152.00 450.00 760.00 123.00
308
Gates and Allied Works - Item Unit Rates 2014-15
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Description
Unit
Quantity
Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Mazdoors Helper fabrication / erection
Hour 4.00 Hour 20.00 Day 8.00 Day 6.00 Day 2.00 Day 4.00 Day 4.00 Day 8.00 Total cost of Labour labour component/unit qty 16528.40 Add contractor's profit and overhead charges 0.14 2314.00 labour component/unit qty (including contractor's profit) 18842.40
Rs:
4998.00
Rate in Rs. 171.60 171.60 440.00 440.00 385.00 385.00 295.00 345.00 Rs:
Amount in Rs. 686.40 3432.00 3520.00 2640.00 770.00 1540.00 1180.00 2760.00 16528.40
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
73037.84 4998.00 16528.40 94564.24 0.00 94564.24 2836.93 97401.17 13636.16
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
14% R
19.00 per tonne 63.30 per tonne
50.692 168.884 Rs: 111256.91 Rs: 83401.00
1.334 tonne Rate per tonne
IRR-GAW-214 New Item 201415 -4 OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately) Gate Size: 0.99 X 0.875 M DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7 8 9 10 11
particulars
Structural steel angles/ beams / chann Structural steel plates / flats GI Bolts/Nut/Washer Rubber Seals Bottom Seal Side Seal/ Top Seal Oxygen gas Acetyline gas Welding electrodes Use rate welding holder set Use rate gas cutting torch set Sundries
B. MACHINERY: Sl No
Description
UNIT : Unit
63.72 96.50 20.00
Rate in Rs. 45.00 46.00 130.00
Amount in Rs. 2867.40 4439.00 2600.00
Rm 0.82 Rm 1.75 cum 15.00 cum 5.00 Nos 110.00 Hour 30.00 Hour 12.00 LS 3.00 Total cost of Materials
759.00 1155.00 52.00 320.00 11.00 7.35 23.67 41.00 Rs:
622.38 2021.25 780.00 1600.00 1210.00 220.50 284.06 123.00 16767.59
kg kg kg
Unit
Quantity
0.161 tonne
Quantity
Rate
Amount
309
Gates and Allied Works - Item Unit Rates 2014-15
1 2 3 4 5
Welding transformer Fuel / Energy charges Pug cutting machine Fuel / Energy charges Drilling machine Fuel / Energy charges Grinding machine Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Description
Hour Hour Hour Hour Hour Hour Hour Hour LS
14.00 14.00 4.00 4.00 2.00 2.00 4.00 4.00 3.00
Unit
Quantity
Crew for Drilling machine Crew for Grinding machine Foreman Marker / Fabricator / Erector Gas cutter Welder ( General ) Mazdoors Helper fabrication / erection
Hour 2.00 Hour 4.00 Day 2.00 Day 3.00 Day 1.00 Day 4.00 Day 4.00 Day 6.00 Total cost of Labour labour component/unit qty 8404.60 Add contractor's profit and overhead charges 0.14 1176.60 labour component/unit qty (including contractor's profit) 9581.20
in Rs. 16.00 91.30 6.40 3.80 22.50 38.00 22.50 38.00 41.00 Rs:
in Rs. 224.00 1278.20 25.60 15.20 45.00 76.00 90.00 152.00 123.00 2029.00
Rate in Rs. 171.60 171.60 440.00 440.00 385.00 385.00 295.00 345.00 Rs:
Amount in Rs. 343.20 686.40 880.00 1320.00 385.00 1540.00 1180.00 2070.00 8404.60
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
16767.59 2029.00 8404.60 27201.19 0.00 27201.19 816.04 28017.23 3922.41
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Add 2 leads Add 1 km lead charges for fabricated parts Unloading charges of fabricated parts Rs Total cost for
IRR-GAW-3
14% R
19.00 per tonne 63.30 per tonne
0.161 tonne Rate per tonne
6.118 20.382 Rs: Rs:
31966.14 198547.40
SAND BLASTING AND PAINTING AS PER IS:14177-1994
IRR-GAW-3-1 Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, l abour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts. DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
particulars
UNIT : 100 Unit
Quantity
cum 30.00 Hour 8.00 Hour 8.00 LS 5.00 Total Add 10% towards scaffolding/laddor @ Total cost of Materials B. MACHINERY: Sl No Description Unit Quantity 1 2
Sand (Screened) Use rate of air hose Use rate of sand blast gun nozzle Sundries( Rust inhibitive, seive etc )
Air compressor 7 cmm diesel Fuel / Energy charges Sand blasting equipment
Hour Hour Hour
8.00 8.00 8.00
sqm Rate in Rs. 606.00 18.63 3.50 41.00 0.10
Rate in Rs. 241.30 767.30 110.10
Amount in Rs. 18180.00 149.00 28.00 205.00 18562.00 1856.20 20418.20 Amount in Rs. 1930.40 6138.40 880.80
310
Gates and Allied Works - Item Unit Rates 2014-15
Fuel / Energy charges C. LABOUR: Sl No 1 2 3
Hour 8.00 Total hire charges of Machinery
Description
Unit
Quantity
Crew for Air compressor Crew for Sand blasting equipment mazdoor
Hour 8.00 Hour 8.00 Day 15.00 Total cost of Labour labour component/unit qty 74.00 Add contractor's profit and overhead charges 0.14 10.40 labour component/unit qty (including contractor's profit) 84.40
0.00
0.00 8949.60
Rate in Rs. 182.20 189.80 295.00
Amount in Rs. 1457.60 1518.40 4425.00 7401.00
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
20418.20 8949.60 7401.00 36768.80 0.00 36768.80 1103.06 37871.86 5302.06 43173.92 431.70
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Total cost for
14% 100.00 sqm Rate per sqm
IRR-GAW-3-2 painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts (Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting) DATA:
Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
1 2 3
UNIT :
particulars
Unit
Quantity
inorganic zinc silicate Thinner @ 10% Solventless Coal tar epoxy paint Thinner @ 10% Sundries ( brushes,ladders,platforms etc )
ltr ltr ltr ltr
12.00 1.20 40.00 4.00
B. MACHINERY: Sl No
Description
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) Fuel Charges of Air Compressor
Sqm/Hr
3.00 Total cost of Materials Unit
Quantity
Hr Hr Hr
100 sqm Rate in Rs. 689.00 140.00 271.00 140.00
Amount in Rs. 8268 168 10840 560
41.00
123 19959.00
Rs:
6.00
Rate in Rs. 121.40
Amount in Rs. 728.40
6.00 6.00
241.30 767.30
1447.80 4603.80
Total cost of Machinery
Rs:
6780.00
311
Gates and Allied Works - Item Unit Rates 2014-15
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
Crew Charges of Air Compressor Painter Class-I Helper
Day 6.00 Day 20.00 Day 20.00 Total cost of Labour labour component/unit qty 157.90 Add contractor's profit and overhead charges 0.14 22.10 labour component/unit qty (including contractor's profit) 180.00 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0 Total 0.03
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on Total cost fo 100.00 sqm Rate per sqm
14%
Rs:
Rate in Rs. 182.20 440.00 295.00 Rs:
Amount in Rs. 1093.20 8800.00 5900.00 15793.20
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: 6133.14 Rs: Rs:
19959.00 6780.00 15793.20 42532.20 0.00 42532.20 1275.97 43808.17 6133.14 49941.31 499.40
IRR-GAW-3-3 painting of Lifting beams,cat walks and other similar structures-painting hoist machinery, on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred) 40microns/coat and twocoats of alkyd based micaccous iron oxide paint , 65 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts DATA:
Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
particulars
zinc phosphate primer Thinner@10% alkyd based micaccous iron oxide paint Thinner@10% Sundries ( brushes,ladders,platforms etc )
B. MACHINERY: Sl No
Description
1
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) 2 3 Fuel Charges of Air Compressor Total cost of machinery C. LABOUR: Sl No Description 1 2 3
Crew Charges of Air Compressor Painter Class-I Helper
Sqm/Hr
UNIT : Unit
Quantity
ltr ltr ltr ltr
100 sqm
28.00 2.80
Rate in Rs. 223.00 140.00
Amount in Rs. 6244 392
20.00 2.00
196.00 140.00
3920 280
3.00 Total cost of Materials
41.00
123 10959.00
Unit
Quantity
Hr Hr Hr
Unit
Rs:
6.00
Rate in Rs. 121.40
Amount in Rs. 728.40
6.00 6.00
241.30 767.30 RS:
1447.80 4603.80 6780.00
Rs:
Amount in Rs. 1093.20 6600.00 4425.00 12118.20
Quantity
Day 6.00 Day 15.00 Day 15.00 Total cost of Labour
Rate in Rs. 182.20 440.00 295.00
312
Gates and Allied Works - Item Unit Rates 2014-15
labour component/unit qty Add contractor's profit and overhead charges labour component/unit qty (including contractor's profit)
121.20 0.14 17.00 138.20
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0 Total 0.03
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Total cost for
IRR-GAW-3-4
. DATA:
14% 100.00 sqm Rate per sqm
Rs:
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: 4305.41 Rs: Rs:
10959.00 6780.00 12118.20 29857.20 0.00 29857.20 895.72 30752.92 4305.41 35058.32 350.60
HOISTS:STRUCTURAL COMPONENTS--painting structurals on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred) 40microns/coat and one coat 65+/-5 of alkyd based micaccous iron oxide paint followed by two coats of synthetic enamel paint 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
1 2 3
Unit
Quantity
zinc phosphate primer Thinner@10% alkyd based micaccous iron oxide paint Thinner@10% synthetic enamel paint Thinner@10% Sundries ( brushes,ladders,platforms etc )
ltr ltr ltr ltr ltr ltr
Description
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) Fuel Charges of Air Compressor
C. LABOUR: Sl No 1 2 3
UNIT :
particulars
B. MACHINERY: Sl No
Description
Crew Charges of Air Compressor Painter Class-I Helper
Sqm/Hr
100 sqm
28.00 2.80
Rate in Rs. 223.00 140.00
Amount in Rs. 6244 392
15.00 1.50 17.00 1.70
196.00 140.00 240.00 140.00
2940 210 4080 238
3.00 Total cost of Materials
41.00
123 14227.00
Unit
Quantity
Hr
6.00
Hr 6.00 Hr 6.00 Total cost of Machinery Unit
Quantity
Day 6.00 Day 20.00 Day 20.00 Total cost of Labour labour component/unit qty 157.90 Add contractor's profit and overhead charges 0.14 22.10 labour component/unit qty (including contractor's profit) 180.00
Rs: Rate in Rs. 121.40
Amount in Rs. 728.40
241.30 767.30 Rs:
1447.80 4603.80 6780.00
Rs:
Amount in Rs. 1093.20 8800.00 5900.00 15793.20
Rate in Rs. 182.20 440.00 295.00
ABSTRACT:
313
Gates and Allied Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: 5306.59 Rs: Rs:
Total 0 Total 0.03
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Total cost for
IRR-GAW-3-5
DATA:
14% 100.00 sqm Rate per sqm
Rs:
14227.00 6780.00 15793.20 36800.20 0.00 36800.20 1104.01 37904.21 5306.59 43210.79 432.10
HOISTS:machineryCOMPONENTS--painting hoist machinery, on sand blasted surfaces with one coats of zinc phosphate primer (airless spray preferred) 50microns/coat and three coats of aluminium paint or synthetic enamel , 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
1 2 3
Unit
Quantity
zinc phosphate primer Thinner@10% aluminium paint or synthetic enamel per coat Thinner@10% Sundries ( brushes,ladders,platforms etc )
ltr ltr ltr ltr
Description
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) Fuel Charges of Air Compressor
C. LABOUR: Sl No 1 2 3
UNIT :
particulars
B. MACHINERY: Sl No
Description
100 sqm
14.00 1.40
Rate in Rs. 223.00 140.00
Amount in Rs. 3122 196
26.00 2.60
240.00 140.00
6240 364
3.00 Total cost of Materials
41.00 Rs:
123 10045.00
Rate in Rs. 121.40
Amount in Rs. 728.40
241.30 767.30
1447.80 4603.80 6780.00
Rate in Rs. 182.20 440.00 295.00
Amount in Rs. 1093.20 8800.00 5900.00 15793.20
Unit
Quantity
Hr
6.00
Hr 6.00 Hr 6.00 Total cost of Machinery Unit
Quantity
Crew Charges of Air Compressor Painter Class-I Helper
Day 6.00 Day 20.00 Day 20.00 Total cost of Labour labour component/unit qty 157.90 Add contractor's profit and overhead charges 0.14 22.10 labour component/unit qty (including contractor's profit) 180.00 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @
Sqm/Hr
Total 0 Total 0.03
Rs:
Rs:
Rs: Rs: Rs: Rs: Rs: Rs: Rs:
10045.00 6780.00 15793.20 32618.20 0.00 32618.20 978.55
314
Gates and Allied Works - Item Unit Rates 2014-15
Total F. Add for contractor's profit and overheads on (A+B Total cost for
IRR-GAW-4
14% 100.00 sqm Rate per sqm
Rs:
Rs: 4703.54 Rs: Rs:
33596.75 4703.54 38300.29 383.00
PAINTING WITHOUT SAND BLASTING
IRR-GAW-4-1 E.M Parts OF ALL TYPES OF GATES Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts (in respect of Heavily rusted (30 to 40% rusted) surfaces) DATA:
Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
Rust cleaner / inhibitor Protective Mastic Thinner@10% Solventless Coal tar epoxy paint Thinner@10% Wire brush Sundries
B. MACHINERY: Sl No 1 2 3
Unit
Quantity
ltr 13 ltr 25 ltr 2.5 ltr 40.00 ltr 4 Nos 2 LS 3.00 Total cost of Materials
Description
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) Fuel Charges of Air Compressor Total cost of Machinery
C. LABOUR: Sl No 1 2 3
UNIT :
particulars
Description
Unit
Quantity
Hr
100.000 Sq.m Rate in Rs. 140 483 140.00 271.00 140.00 41.00 41.00 Rs:
Amount in Rs. 1820.00 12075.00 350.00 10840.00 560.00 82.00 123.00 25850.00
6.00
Rate in Rs. 121.40
Amount in Rs. 728.40
Hr Hr
6.00 6.00
241.30 767.30
1447.80 4603.80 6780.00
Unit
Quantity
Rate in Rs. 182.20 440.00 295.00
Amount in Rs. 1093.20 8800.00 5900.00 15793.20
Crew Charges of Air Compressor Painter Class-I Helper
Day 6.00 Day 20.00 Day 20.00 Total cost of Labour labour component/unit qty 157.90 Add contractor's profit and overhead charges 0.14 22.10 labour component/unit qty (including contractor's profit) 180.00 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B
Sqm/Hr
14%
Rs:
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
25850.00 6780.00 15793.20 48423.20 0.00 48423.20 1452.70 49875.90 6982.63
315
Gates and Allied Works - Item Unit Rates 2014-15
Total cost for
100.00 sqm Rate per sq.meter
Rs: Rs:
56858.52 568.60
IRR-GAW-4-3 HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc, Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with two coats of Zinc chromite red oxide primer , followed by finishing coats 3 coats with synthetic enamel paint with material, labour,and all accessories with all leads and lifts where surface cleaning by sand blasting is not feasible and based on specific recommendations of designers, it is to adopt surface preperation done manually by hand and power tool after cleaning by chemical treatment to remove grease, rust, scaling etc., and to form phasphate coating to prevent further rusting, before applying primer painting. DATA:
Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
Rust cleaner / inhibitor Zinc Chromite Red Oxide Primer Thinner@10% Synthetic enamel Paint Thinner@10% Wire brush Sundries
B. MACHINERY: Sl No 1 2 3
C. LABOUR Sl No 1 2 3
UNIT :
particulars
Unit
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) Fuel Charges of Air Compressor
Quantity
ltr 13 ltr 28 ltr 2.8 ltr 17.00 ltr 1.7 Nos 2 LS 3.00 Total cost of Materials
Description
Unit
Quantity
Hr
6.00
Hr 6.00 Hr 6.00 Total cost of Machinery
Description
Unit
Quantity
Crew Charges of Air Compressor Painter Class-I Helper
Day 6.00 Day 20.00 Day 20.00 Total cost of Labour labour component/unit qty 157.90 Add contractor's profit and overhead charges 0.14 22.10 labour component/unit qty (including contractor's profit) 180.00 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B
Sqm/Hr
14%
100.000 Sq.m Rate in Rs. 140 175 140.00 240.00 140.00 41.00 41.00
Amount in Rs. 1820.00 4900.00 392.00 4080.00 238.00 82.00 123.00 11635.00
Rate in Rs. 121.40
Amount in Rs. 728.40
241.30 767.30
1447.80 4603.80 6780.00
Rate in Rs. 182.20 440.00 295.00
Amount in Rs. 1093.20 8800.00 5900.00 15793.20
Rs. Rs. Rs. Rs: Rs: Rs: Rs: Rs: Rs:
11635.00 6780.00 15793.20 34208.20 0.00 34208.20 1026.25 35234.45 4932.82
316
Gates and Allied Works - Item Unit Rates 2014-15
Total cost for
100.00 sqm Rate per sq.meter
Rs:
40167.27 401.70
WALK WAYS( CAT WALKS), LIFTING BEAMS,etc, IRR-GAW-4-4 Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy with material, labour and all accessories with all leads and lifts DATA:
Consider 100 sqm area for painting: Requirement of materials : Theoretical spreading rate per one Coat of Paint 25 Assume Losses at 30% of the spreading area (as per field obserations) Actual Spreading Area Total time required for 100 Sqm Area
17.50 Sqm/Hr 5.71 Hr 6 Hr
Say DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6 7
Rust cleaner / inhibitor Zinc rich epoxy primer Thinner@10% Solvetnless Coal tar epoxy paint Thinner@10% Wire brush Sundries
B. MACHINERY: Sl No 1 2 3
1 2 3
Unit
Quantity
ltr 13 ltr 14 ltr 1.4 ltr 40 ltr 4 Nos 2 LS 3 Total cost of Materials
Description
Hire Charges of Airless Spray Gun Hire Charges of Air Compressor-7 Cmm (diesel) Fuel Charges of Air Compressor
C. LABOUR: Sl No
UNIT :
particulars
Unit
Quantity
Hr
6.00
Hr 6.00 Hr 6.00 Total cost of Machinery
Description
Unit
Quantity
Crew Charges of Air Compressor Painter Class-I Helper
Day 6.00 Day 13.00 Day 13.00 Total cost of Labour labour component/unit qty 106.50 Add contractor's profit and overhead charges 0.14 14.90 labour component/unit qty (including contractor's profit) 121.40 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 0.00% Total 3%
D. Add for excise duty (on 75 percent cost excluding cost of materials) E. Add for transportation upto work site @ Total F. Add for contractor's profit and overheads on (A+B Total cost for
Sqm/Hr
14% 100.00 sqm Rate per sq.meter
100.000 Sq.m Rate in Rs. 140 689 140.00 271 140.00 41 41 Rs:
Amount in Rs. 1820.00 9646.00 196.00 10840.00 560.00 82.00 123.00 23267.00
Rate in Rs. 121.40
Amount in Rs. 728.40
241.30 767.30 Rs:
1447.80 4603.80 6780.00
Rs:
Amount in Rs. 1093.20 5720.00 3835.00 10648.20
Rate in Rs. 182.20 440.00 295.00
Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs: Rs:
23267.00 6780.00 10648.20 40695.20 0.00 40695.20 1220.86 41916.06 5868.25 47784.30 477.80
317
CHAPTER-VI
Preliminary and Maintenance Works - Item Unit Rates 2014-15
PRELIMINARY AND MAINTENANCE WORKS - Standard Data (STORED WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) For the Year:2014-15 Index- code IRR-PMW
PRELIMINARY & MAINTENANCE WORKS - DATA RATES
Directions to add Seigniorage Charges and Additional Lead Charges Seigniorage Charges: 1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable. 2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself) 3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate Additional Lead and Lift Charges: 1. Unless otherwise specified the basic rates are inclusive of all lifts. 2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead as follows: Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added again Example: Total lead for sand from approved sand quarry : 15 Km Initial lead included in the basic rate in the SR : 1 Km Lead chargRs. 84.10 Additional lead charges : Lead charges for next 10Rs. 126 Total lead charges for 15Rs. 210.10 Less 1 km initial lead chaRs. 31.50 (-) Net additional lead chargRs. 178.60
3. The Leads for Steel and Cement shall be from the nearest market place to the Project area 4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows: Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above) Example: Total lead for earth from approved borrow area : 15 Km Initial lead included in the basic rate in the SR : 1 Km Lead chargRs. 84.10 Additional lead charges : Lead charges for next 10Rs. 126 Total lead charges for 15Rs. 210.10 Less 1 km initial lead chaRs. 31.50 (-) Net additional lead chargRs. 178.60 5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges
PMW - Work Items IRR-PMW-1 IRR-PMW-1-1
JUNGLE CLEARANCE : Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.
DATA:
RATE ANALYSIS
UNIT :
1000 sqm
A. MATERIALS:
318
Sl No
particulars
1
NIL
Unit
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Quantity
Rate in Rs.
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 185.00 885.00 1070.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 1.10 Add contractor's profit and overhead charges 0.14 0.20 labour component/unit qty (including contractor's profit) 1.30
0.50 3.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1000.00 sqm Rs: Rate per sqm (A+B+C+D)/1000.0 Rs.
IRR-PMW-1-2
0.00 0.00 1070.00 1070.00 149.8 1219.80 1.20
Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT : Unit
Quantity
NIL
1000 sqm Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 185.00 1475.00 1660.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
work inspector mazdoor
Unit
Day Day Total cost of Labour labour component/unit qty 1.70 Add contractor's profit and overhead charges 0.14 0.20 labour component/unit qty (including contractor's profit) 1.90
Quantity 0.50 5.00
Rate in Rs.
ABSTRACT:
319
Preliminary and Maintenance Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
0.00 0.00 1660.00 1660.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1000.00 sqm Rs: Rate per sqm (A+B+C+D)/1000.0 Rs.
IRR-PMW-1-3
232.4 1892.40 1.90
Removing stumps, tree roots, roots of bamboo clusters etc., upto 1.50 m girth including excavation, stacking the materials neatly and levelling the surface etc., complete with initial lead upto 50 m and all lifts.
DATA: RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
18 Nos.
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 590.00 682.50
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 37.90 Add contractor's profit and overhead charges 0.14 5.30 labour component/unit qty (including contractor's profit) 43.20
0.25 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
0.00 0.00 682.50 682.50
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 18.00 Nos. Rs: Rate per each (A+B+C+D)/18.0 Rs.
IRR-PMW-1-4
95.55 778.05 43.20
Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 1.50 m and upto 3.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts.
DATA: RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT :
Unit
NIL
Quantity
8 Nos.
Rate in Rs.
0.00 0.00
0.00 0.00 Rs:
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Rate
Amount in Rs. 0.00 0.00 0.00
Amount
320
Preliminary and Maintenance Works - Item Unit Rates 2014-15
in Rs.
1
NIL
0.00 0.00 Rs:
in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 590.00 682.50
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 85.31 Add contractor's profit and overhead charges 0.14 11.94 labour component/unit qty (including contractor's profit) 97.30
0.25 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
0.00 0.00 682.50 682.50
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 8.00 Nos. Rs: Rate per each (A+B+C+D)/8.0 Rs.
IRR-PMW-1-5
95.55 778.10 97.30
Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 3.0 m and upto 5.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
5 Nos.
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 185.00 1180.00 1365.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 273.00 Add contractor's profit and overhead charges 0.14 38.20 labour component/unit qty (including contractor's profit) 311.20 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 5.00 Nos. Rs: Rate per each (A+B+C+D)/5.0 Rs.
0.50 4.00
Rs: Rs: Rs: Rs:
Rate in Rs.
0.00 0.00 1365.00 1365.00 191.1 1556.10 311.20
321
IRR-PMW-1-6
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Additional rate for every 0.5 m increase in girth of tree stump / stumps of bamboo cluster beyond 5 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
7 Nos.
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 81.40 258.13 339.53
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 48.50 Add contractor's profit and overhead charges 0.14 6.80 labour component/unit qty (including contractor's profit) 55.30
0.22 0.88
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 7.00 Nos. Rs: Rate per each (A+B+C+D)/7.0 Rs.
IRR-PMW-1-7
0.00 0.00 339.53 339.53 47.5335 387.06 55.30
Cutting and stacking bamboos excluding removing stumps and roots etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
150 Nos.
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00
Amount in Rs. 185.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1
Description
work inspector
Unit Day
Quantity 0.50
Rate in Rs.
322
2
mazdoor
Day Total cost of Labour labour component/unit qty 11.07 Add contractor's profit and overhead charges 0.14 1.55 labour component/unit qty (including contractor's profit) 12.60
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
5.00
295.00 Rs:
Rs: Rs: Rs: Rs:
0.00 0.00 1660.00 1660.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 150.00 Nos. Rs: Rate per each (A+B+C+D)/150.0 Rs.
IRR-PMW-1-8
232.4 1892.40 12.60
Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
100 Nos.
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 185.00 885.00 1070.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
Day Day Total cost of Labour labour component/unit qty 10.70 Add contractor's profit and overhead charges 0.14 1.50 labour component/unit qty (including contractor's profit) 12.20
work inspector mazdoor
0.50 3.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 Nos Rs: Rate per each (A+B+C+D)/100.0 Rs.
IRR-PMW-1-9
1475.00 1660.00
0.00 0.00 1070.00 1070.00 149.8 1219.80 12.20
Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m girth excluding removal of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
UNIT :
Unit
Quantity
50 Nos
Rate in Rs.
Amount in Rs.
323
1
Preliminary and Maintenance Works - Item Unit Rates 2014-15
NIL
0.00 0.00
0.00 0.00 Rs:
0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 185.00 885.00 1070.00
Total cost of Materials B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 21.40 Add contractor's profit and overhead charges 0.14 3.00 labour component/unit qty (including contractor's profit) 24.40
0.50 3.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
0.00 0.00 1070.00 1070.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 50.00 Nos Rs: Rate per each (A+B+C+D)/50.0 Rs.
IRR-PMW-1-10
149.8 1219.80 24.40
Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
UNIT :
particulars
Use rate of ropes etc
Unit
Quantity
LS
0.25 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 69.80 Add contractor's profit and overhead charges 0.14 9.80 labour component/unit qty (including contractor's profit) 79.60 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
Quantity 0.25 3.00
Rs: Rs: Rs: Rs:
14 Nos.
Rate in Rs. 150.00 0.00 Rs:
Amount in Rs. 37.50 0.00 37.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 885.00 977.50
37.50 0.00 977.50 1015.00
324
Preliminary and Maintenance Works - Item Unit Rates 2014-15
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 14.00 Nos. Rs: Rate per each (A+B+C+D)/14.0 Rs.
IRR-PMW-1-11
142.1 1157.10 82.70
Cutting trees above 0.6 m and upto 1.2 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
UNIT :
particulars
Use rate of ropes etc
Unit
Quantity
LS
0.25 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
4 Nos.
Rate in Rs. 150.00 0.00 Rs:
Amount in Rs. 37.50 0.00 37.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 885.00 977.50
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 244.40 Add contractor's profit and overhead charges 0.14 34.20 labour component/unit qty (including contractor's profit) 278.60
0.25 3.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
37.50 0.00 977.50 1015.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 4.00 Nos. Rs: Rate per each (A+B+C+D)/4.0 Rs.
IRR-PMW-1-12
142.1 1157.10 289.30
Cutting trees above 1.2 m and upto 1.8 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
UNIT :
particulars
Use rate of ropes etc
Unit
Quantity
LS
0.25 0.00
Total cost of Materials B. MACHINERY: Sl No 1
Description
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
2 Nos.
Rate in Rs. 150.00 0.00 Rs:
Amount in Rs. 37.50 0.00 37.50
Rate in Rs.
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
C. LABOUR:
325
Sl No 1 2
Description
Unit
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 488.80 Add contractor's profit and overhead charges 0.14 68.40 labour component/unit qty (including contractor's profit) 557.20
0.25 3.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rate in Rs. 370.00 295.00 Rs:
Rs: Rs: Rs: Rs:
Total
37.50 0.00 977.50 1015.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 2.00 Nos. Rs: Rate per each (A+B+C+D)/2.0 Rs.
IRR-PMW-1-13
142.1 1157.10 578.60
Cutting trees above 1.8 m and upto 2.4 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
UNIT :
particulars
Use rate of ropes etc
Unit
Quantity
LS
0.25 0.00
Total cost of Materials B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
1 No.
Rate in Rs. 150.00 0.00 Rs:
Amount in Rs. 37.50 0.00 37.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 885.00 977.50
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
Day Day Total cost of Labour labour component/unit qty 977.50 Add contractor's profit and overhead charges 0.14 136.90 labour component/unit qty (including contractor's profit) 1114.40
work inspector mazdoor
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
0.25 3.00
Rs: Rs: Rs: Rs:
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1.00 No. Rs: Rate per each (A+B+C+D)/1.0 Rs.
IRR-PMW-1-14
DATA:
Amount in Rs. 92.50 885.00 977.50
37.50 0.00 977.50 1015.00 142.1 1157.10 1157.10
Cutting trees above 2.4 m and upto 3.0 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
RATE ANALYSIS
UNIT :
1 Nos.
326
A. MATERIALS: Sl No 1
Preliminary and Maintenance Works - Item Unit Rates 2014-15
particulars
Use rate of ropes etc
Unit
Quantity
LS
0.50 0.00
Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs. 150.00 0.00 Rs:
Amount in Rs. 75.00 0.00 75.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 92.50 1475.00 1567.50
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 1567.50 Add contractor's profit and overhead charges 0.14 219.50 labour component/unit qty (including contractor's profit) 1787.00
0.25 5.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1.00 Nos. Rs: Rate per each (A+B+C+D)/1.0 Rs.
IRR-PMW-1-15
75.00 0.00 1567.50 1642.50 229.95 1872.45 1872.50
Additional rate for cutting tree for every 0.5 m increase in girth of tree beyond 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
UNIT :
particulars
Use rate of ropes etc
Unit
Quantity
LS
0.15 0.00
Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
work inspector mazdoor
Unit
Day Day Total cost of Labour labour component/unit qty 553.30 Add contractor's profit and overhead charges 0.14 77.50 labour component/unit qty (including contractor's profit) 630.80
Quantity 0.10 1.75
1 No
Rate in Rs. 150.00 0.00 Rs:
Amount in Rs. 22.50 0.00 22.50
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 37.00 516.25 553.25
327
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
22.50 0.00 553.25 575.75
D. Add for contractor's profit and overheads on 14.00% Rs: (A+B+C) Total cost for 1.00 No Rs: Rate per each (A+B+C+D)/1.0 Rs.
IRR-PMW-1-16
80.605 656.36 656.40
Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
1000 sqm
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 3540.00 3910.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 3.90 Add contractor's profit and overhead charges 0.14 0.50 labour component/unit qty (including contractor's profit) 4.40
1.00 12.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1000.00 sqm Rs: Rate per sqm (A+B+C+D)/1000.0 Rs.
IRR-PMW-2 IRR-PMW-2-1
0.00 0.00 3910.00 3910.00 547.4 4457.40 4.50
PRELIMINARY WORKS : Earthwork excavation for trial pits / borrow pits and other investigation works in all kinds of soil including boulders upto 30 cm dia and disposing off excavated soil as directed with lead upto 10 m and lift upto 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT :
Unit
NIL
Quantity 0.00 0.00
Total cost of Materials
10 cum
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
328
B. MACHINERY: Sl No
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Description
1
Unit
Quantity
NIL
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 185.00 1770.00 1955.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 195.50 Add contractor's profit and overhead charges 0.14 27.37 labour component/unit qty (including contractor's profit) 222.90
0.50 6.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 10.00 cum Rs: Rate per cum (A+B+C+D)/100.0 Rs. IRR-PMW-2-2
0.00 0.00 1955.00 1955.00 273.7 2228.70 222.90
Earthwork excavation for trial pits / borrow pits and other investigation works in soft rock including disposing off the excavated rock as directed with lead upto 10 m and lift upto 3 m.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT :
Unit
Quantity
NIL
10 cum
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 185.00 345.00 2212.50 2742.50
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
work inspector Crowbarman mazdoor
Day Day Day Total cost of Labour labour component/unit qty 274.30 Add contractor's profit and overhead charges 0.14 38.40 labour component/unit qty (including contractor's profit) 312.70 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 10.00 cum Rs: Rate per cum (A+B+C+D)/10.0 Rs.
0.50 1.00 7.50
Rs: Rs: Rs: Rs:
Rate in Rs.
0.00 0.00 2742.50 2742.50 383.95 3126.45 312.60
329
Preliminary and Maintenance Works - Item Unit Rates 2014-15
IRR-PMW-2-3
Conducting geophysical investigation studies by electrical resistivity method in stages of 5m for sub-surface details such as depth of formations, shear zones, classification of strata, depth of water table etc., including cost of all materials, equipments, labour, analysing and reporting the details of field studies conducted etc., complete excluding cost of transportation arrangements.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
Quantity
Sundries ( misc. consumables )
5.00 0.00 Total cost of Materials
B. MACHINERY: Sl No 1
Electric resistivity meter Battery / charging cost etc @
C. LABOUR: Sl No 1 2 3 4
Description
Description
Unit
Quantity
Hour
8.00
Rate in Rs. 41.00 0.00 Rs:
Amount in Rs. 205.00 0.00 205.00
Rate in Rs. 99.00 Rs:
Amount in Rs. 792.00 158.40 950.40
Rate in Rs. 735.00 735.00 440.00 295.00 Rs:
Amount in Rs. 1470.00 735.00 440.00 1180.00 3825.00
20% Total hire charges of Machinery
Unit
Quantity
Day Day Day Day Total cost of Labour labour component/unit qty 191.30 Add contractor's profit and overhead charges 0.14 26.80 labour component/unit qty (including contractor's profit) 218.10
Geophysist / Geologist Graduate Engineer Lab Assistant mazdoor
2.00 1.00 1.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 20.00 Stages Rs: Rate per stage (A+B+C+D)/20.0 Rs.
IRR-PMW-2-4
20 Stages
205.00 950.40 3825.00 4980.40 697.256 5677.66 283.90
Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and lebelling, supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc., complete for depth upto 30 m from surface. Note: 1. For drilling through over-burden beyond 30 m from surface increase the basic rate per Rm by 10 percent.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
Unit
Use rate of casing shoe bit Rm Use rate of reamer shell Rm Use rate of extension rod set 16.5 m Rm Use rate of honne core box Rm Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Core drilling machine
Unit Hour
Quantity 3.00 3.00 3.00 3.00
Quantity 1.00
3.00 Rm Rate in Rs. 116.67 28.61 1.75 247.50 Rs:
Amount in Rs. 350.00 85.83 5.25 742.50 1183.58
Rate in Rs. 319.00
Amount in Rs. 319.00
330
2 3
Fuel / Energy charges 5 hp pump ( diesel ) 2 Nos. Fuel / Energy charges Sundries ( samplers etc )
C. LABOUR: Sl No 1 2 3
Description
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Hour Hour Hour LS Total hire charges of Machinery
Unit
1.00 2.00 2.00 2.00
Quantity
Crew for Core drilling machine Crew for Pump mazdoor
Hour Hour Day Total cost of Labour labour component/unit qty 342.40 Add contractor's profit and overhead charges 0.14 47.90 labour component/unit qty (including contractor's profit) 390.30
1.00 2.00 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
255.80 20.40 170.60 82.00 847.80
Rate in Rs. 244.90 96.10 295.00 Rs:
Amount in Rs. 244.90 192.20 590.00 1027.10
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 3.00 Rm Rs: Rate per Rm (A+B+C+D)/3.0 Rs.
IRR-PMW-2-5
255.80 10.20 85.30 41.00 Rs:
1183.58 847.80 1027.10 3058.48 428.1872467 3486.67 1162.20
Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
2 3
Description
Core drilling machine Fuel / Energy charges 5 hp pump ( diesel ) 2 Nos. Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2 3
Unit
Use rate of diamond core bit Rm Use rate of reamer shell Rm Use rate of double tube core barrel Rm Use rate of extension rod set 16.5 m Rm Use rate of honne core box Rm Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Crew for Core drilling machine Crew for Pump mazdoor
Unit
Quantity 3.00 3.00 3.00 3.00 3.00
Quantity
Hour 8.00 Hour 8.00 Hour 16.00 Hour 16.00 LS 5.00 Total hire charges of Machinery
Unit
Hour Hour Day Total cost of Labour labour component/unit qty 1362.30 Add contractor's profit and overhead charges 0.14 190.70 labour component/unit qty (including contractor's profit) 1553.00
Quantity 8.00 16.00 2.00
3.00 Rm
Rate in Rs. 848.00 85.83 226.13 23.32 556.88 Rs:
Amount in Rs. 2544.00 257.50 678.40 69.96 1670.63 5220.49
Rate in Rs. 319.00 255.80 10.20 85.30 41.00 Rs:
Amount in Rs. 2552.00 2046.40 163.20 1364.80 205.00 6331.40
Rate in Rs. 244.90 96.10 295.00 Rs:
Amount in Rs. 1959.20 1537.60 590.00 4086.80
331
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 3.00 Rm Rs: Rate per Rm (A+B+C+D)/3.0 Rs. NOTE:
5220.49 6331.40 4086.80 15638.69 2189.4159 17828.10 5942.70
1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the basic rate per Rm by 25 percent. 2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the basic rate per Rm by 40 percent.
IRR-PMW-2-5-A New Item 2014-155 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Primary and Secondary Holes Drilling 76 mm dia ( NX ) core hole in all types of rock DATA:
For drilling upto 30 m from surface the rate of drilling is assumed at 3 m per day for analysis. For rate analysis combination of diamond bit and reamer shell is assumed. 500 m long 25 mm dia GI pipe line and 50 m long 25 mm dia water hose are assumed. For 30 m drilling average 16.5 m extension rods with coupling sleeves required. Use rate of materials : Cost of NX diamond core bit @ Rs: 12720.00 / Each Life of diamond core bit in all types of rock (other than hard rock) : Use rate of diamond core bit per m drilling ( cost / life ) Cost of reamer shell @ Rs: 5150.00 / Each Life of reamer shell in all types of rock (other than hard rock) : Use rate of reamer shell per m drilling ( cost / life ) Cost of 16.5 m extension rod @ Rs: 2120.00 / Rm Life of extension rods : Use rate of 16.5 m length extension rods ( cost / life )
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 4
2 3
Description
Core drilling machine Fuel / Energy charges 5 hp pump ( diesel ) 2 Nos. Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2 3
Unit
Quantity
Use rate of diamond core bit Rm Use rate of reamer shell Rm Use rate of extension rod set 16.5 m Rm Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Crew for Core drilling machine Crew for Pump mazdoor
Unit
3.00 3.00 3.00
Quantity
Hour Hour Hour Hour LS Total hire charges of Machinery
Unit
Hour Hour Day Total cost of Labour labour component/unit qty 812.80 Add contractor's profit and overhead charges 0.14 113.80 labour component/unit qty (including contractor's profit) 926.60
4.78 4.78 9.55 9.55 2.99
Quantity 4.78 9.55 1.19
Rs: 10.57 Rs: Rs: 100 Rs: Rs: 2500 Rs:
12720.00 m 1203.41 5150.00 m 51.50 34980.00 m 13.99
3.00 Rm
Rate in Rs. 1203.41 51.50 13.99 Rs:
Amount in Rs. 3610.22 154.50 41.98 3806.69
Rate in Rs. 319.00 255.80 10.20 85.30 41.00 Rs:
Amount in Rs. 1523.54 1221.70 97.43 814.79 122.59 3780.05
Rate in Rs. 244.90 96.10 295.00 Rs:
Amount in Rs. 1169.64 917.76 351.05 2438.45
332
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on 14.00% Rs: Total cost for 3.00 Rm Rs: Rate per Rm (A+B+C+D)/3.0 Rs. NOTE:
Rs: Rs: Rs: Rs:
3806.69 3780.05 2438.45 10025.19 1403.526852 11428.72 3809.60
1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the basic rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.
IRR-PMW-2-5-B New Item 2014-156 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Test Holes DATA:
For drilling upto 30 m from surface the rate of drilling is assumed at 3 m per day for analysis. For rate analysis combination of diamond bit and reamer shell is assumed. 500 m long 25 mm dia GI pipe line and 50 m long 25 mm dia water hose are assumed. For 30 m drilling average 16.5 m extension rods with coupling sleeves required. Use rate of materials : Cost of NX diamond core bit @ Rs: 12720.00 / Each Life of diamond core bit in all types of rock (other than hard rock) : Use rate of diamond core bit per m drilling ( cost / life ) Cost of reamer shell @ Rs: 5150.00 / Each Life of reamer shell in all types of rock (other than hard rock) : Use rate of reamer shell per m drilling ( cost / life ) Cost of double core barrel @ Rs: 13568.00 / Each Life of double tube core barrel : Use rate of double tube core barrel per m drilling ( cost / life ) Cost of 16.5 m extension rod @ Rs: 2120.00 / Rm Life of extension rods : Use rate of 16.5 m length extension rods ( cost / life ) Honne wood core box 1.5 x 0.32 x 0.12 m Honne wood 0.033 cum @ Rs: 54000.00 / cum Add for fixtures and painting @ 10% Add for labour charges @ 15% Cost of one box for storing 4 m samples Use rate of core box per m drilling
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
2 3
Unit
Use rate of diamond core bit Rm Use rate of reamer shell Rm Use rate of double tube core barrel Rm Use rate of extension rod set 16.5 m Rm Use rate of honne core box Rm Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Core drilling machine Fuel / Energy charges 5 hp pump ( diesel ) 2 Nos. Fuel / Energy charges Sundries
Unit Hour Hour Hour Hour LS
Quantity 3.00 3.00 3.00 3.00 3.00
Quantity 4.78 4.78 9.55 9.55 2.99
Rs: 10.57 Rs: Rs: 100 Rs: Rs: 100 Rs: Rs: 2500 Rs:
12720.00 m 1203.41 5150.00 m 51.50 13568.00 m 135.68 34980.00 m 13.99
Rs: Rs: Rs: Rs: Rs:
1782.00 178.20 267.30 2227.50 556.88
3.00 Rm
Rate in Rs. 1203.41 51.50 135.68 13.99 556.88 Rs:
Amount in Rs. 3610.22 154.50 407.04 41.98 1670.63 5884.36
Rate in Rs. 319.00 255.80 10.20 85.30 41.00
Amount in Rs. 1523.54 1221.70 97.43 814.79 122.59
333
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
Crew for Core drilling machine Crew for Pump mazdoor
Hour Hour Day Total cost of Labour labour component/unit qty 813.30 Add contractor's profit and overhead charges 0.14 113.90 labour component/unit qty (including contractor's profit) 927.20
4.78 9.55 1.19
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on 14.00% Rs: Total cost for 3.00 Rm Rs: Rate per Rm (A+B+C+D)/3.0 Rs. NOTE:
IRR-PMW-2-6
Rs: Rs: Rs: Rs:
Rs:
3780.05
Rate in Rs. 244.90 96.10 295.00 Rs:
Amount in Rs. 1169.64 917.95 352.23 2439.82
5884.36 3780.05 2439.82 12104.23 1694.59206 13798.82 4599.60
1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the basic rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.
Drilling 47 mm (BX )dia core hole in hard rock using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples,logging, lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
2 3
Description
Core drilling machine Fuel / Energy charges 5 hp pump ( diesel ) 2 Nos. Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2 3
Unit
Use rate of diamond core bit Rm Use rate of reamer shell Rm Use rate of double tube core barrel Rm Use rate of extension rod set 16.5 m Rm Use rate of honne core box Rm Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Crew for Core drilling machine Crew for Pump mazdoor
Unit
3.00 3.00 3.00 3.00 3.00
Quantity
Hour 8.00 Hour 8.00 Hour 16.00 Hour 16.00 LS 5.00 Total hire charges of Machinery
Unit
Hour Hour Day Total cost of Labour labour component/unit qty 1362.30 Add contractor's profit and overhead charges 0.14 190.70 labour component/unit qty (including contractor's profit) 1553.00 ABSTRACT: A. Cost of Materials
Quantity
Quantity 8.00 16.00 2.00
Rs:
3.00 Rm Rate in Rs. 706.67 85.83 226.13 23.32 556.88 Rs:
Amount in Rs. 2120.00 257.50 678.40 69.96 1670.63 4796.49
Rate in Rs. 319.00 255.80 10.20 85.30 41.00 Rs:
Amount in Rs. 2552.00 2046.40 163.20 1364.80 205.00 6331.40
Rate in Rs. 244.90 96.10 295.00 Rs:
Amount in Rs. 1959.20 1537.60 590.00 4086.80
4796.49
334
Preliminary and Maintenance Works - Item Unit Rates 2014-15
B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 3.00 Rm Rs: Rate per Rm (A+B+C+D)/3.0 Rs. NOTE:
6331.40 4086.80 15214.69
2130.0559 17344.74 5781.60
1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the basic rate for drilling upto 30 m from surface by 25 percent per Rm. 2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the basic rate for drilling upto 30 m from surface by 40 percent per Rm.
IRR-PMW-2-6-A New Item 2014-157 Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m
DATA:
For drilling upto 30 m from surface the rate of drilling is assumed at 3 m per day for analysis. For rate analysis combination of diamond bit and reamer shell is assumed. 500 m long 25 mm dia GI pipe line and 50 m long 25 mm dia water hose are assumed. For 30 m drilling average 16.5 m extension rods with coupling sleeves required. Use rate of materials : Cost of BX diamond core bit @ Rs: 10600.00 / Each Life of diamond core bit in all types of rock (other than hard rock) : Use rate of diamond core bit per m drilling ( cost / life ) Cost of reamer shell @ Rs: 5150.00 / Each Life of reamer shell in all types of rock (other than hard rock) : Use rate of reamer shell per m drilling ( cost / life ) Cost of 16.5 m extension rod @ Rs: 2120.00 / Rm Life of extension rods : Use rate of 16.5 m length extension rods ( cost / life )
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 4
2 3
Description
Core drilling machine Fuel / Energy charges 5 hp pump ( diesel ) 2 Nos. Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2 3
Unit
Quantity
Use rate of diamond core bit Rm Use rate of reamer shell Rm Use rate of extension rod set 16.5 m Rm Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Crew for Core drilling machine Crew for Pump mazdoor
Unit
3.00 3.00 3.00
Quantity
Hour Hour Hour Hour LS Total hire charges of Machinery
Unit
Hour Hour Day Total cost of Labour labour component/unit qty 812.80 Add contractor's profit and overhead charges 0.14 113.80 labour component/unit qty (including contractor's profit) 926.60
4.78 4.78 9.55 9.55 2.99
Quantity 4.78 9.55 1.19
Rs: 10.57 Rs: Rs: 100 Rs: Rs: 2500 Rs:
10600.00 m 1002.84 5150.00 m 51.50 34980.00 m 13.99
3.00 Rm
Rate in Rs. 1002.84 51.50 13.99 Rs:
Amount in Rs. 3008.51 154.50 41.98 3204.99
Rate in Rs. 319.00 255.80 10.20 85.30 41.00 Rs:
Amount in Rs. 1523.54 1221.70 97.43 814.79 122.59 3780.05
Rate in Rs. 244.90 96.10 295.00 Rs:
Amount in Rs. 1169.64 917.76 351.05 2438.45
335
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on 14.00% Rs: Total cost for 3.00 Rm Rs: Rate per Rm (A+B+C+D)/3.0 Rs. NOTE:
IRR-PMW-2-7
3204.99 3780.05 2438.45 9423.49 1319.288441 10742.78 3580.90
1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the basic rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.
Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
Rough stone 20x20x75 cm Murrum
B. MACHINERY: Sl No 1
Description
UNIT : Unit
Quantity
Each cum Total cost of Materials
Unit
18.00 1.00
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
work inspector Stone chiseller Cl- I mazdoor
Day Day Day Total cost of Labour labour component/unit qty 91.10 Add contractor's profit and overhead charges 0.14 12.80 labour component/unit qty (including contractor's profit) 103.90
1.00 1.00 3.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 18.00 Nos. Rs: Rate per each (A+B+C+D)/18.0 Rs.
IRR-PMW-2-8
18 Nos. Rate in Rs. 23.00 107.00 Rs:
Amount in Rs. 414.00 107.00 521.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 385.00 295.00 Rs:
Amount in Rs. 370.00 385.00 885.00 1640.00
521.00 0.00 1640.00 2161.00 302.54 2463.54 136.90
Providing and fixing 20 x 20 x 75 cm size temporary bench mark stone in CC 1 : 4 : 8 using 40 mm down size graded coarse aggregate including cost of all materials, labour, dressing top surface, engraving BM data etc.,complete with lead upto 50 m and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
particulars
Rough stone 20x20x75 cm Cement for CC & top finishing Coarse aggregate 40-20 mm
UNIT : Unit Each kg cum
Quantity 10.00 91.00 0.25
10 Nos. Rate in Rs. 23.00 4.00 1145.00
Amount in Rs. 230.00 364.00 286.25
336
4
Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Sand (Un-Screened )
B. MACHINERY: Sl No
Description
1
cum cum cum Total cost of Materials
Unit
Preliminary and Maintenance Works - Item Unit Rates 2014-15
0.15 0.10 0.25
Quantity
NIL
1210.00 875.00 462.00 Rs:
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 385.00 295.00 Rs:
Amount in Rs. 370.00 1155.00 1180.00 2705.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
work inspector Stone chiseller Cl- I mazdoor
Day Day Day Total cost of Labour labour component/unit qty 270.50 Add contractor's profit and overhead charges 0.14 37.90 labour component/unit qty (including contractor's profit) 308.40
1.00 3.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 10.00 Nos. Rs: Rate per each (A+B+C+D)/10.0 Rs. NOTE: For providing 30 cm thick compacted murum bed in B.C soil area including additional excavation for thickness of murum bedding add peEach
IRR-PMW-2-9
181.50 87.50 115.50 1264.75
1264.75 0.00 2705.00 3969.75 555.765 4525.52 452.60 Rs:
4.00
Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6 block of size 90 x 90 x 120 cm using 40 mm down size graded coarse aggregate and providing 35 cm thick 30 cm high UCR masonry in CM 1 : 5 proportion protective wall alround the BM stone, including cost of all materials, labour, dressing top surface of stone, engraving BM data on top surface, excavation, finishing, curing etc., complete with lead upto 50 m and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
4 5 6
particulars
Rough stone 20x20x75 cm Cement Coarse aggregate 40-20 mm Coarse aggregate 20-10 mm Coarse aggregate 10-4.75 mm Rubble stone at quarry Stone chips at quarry Sand (Un-Screened )
B. MACHINERY: Sl No
Description
1
UNIT : Unit Each kg cum cum cum cum cum cum Total cost of Materials
Unit
Quantity 1.00 262.00 0.50 0.30 0.20 0.25 0.04 0.60
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1
Description
work inspector
Unit Day
Quantity 1.00
1 No. Rate in Rs. 23.00 4.00 1145.00 1210.00 875.00 318.00 340.00 462.00 Rs:
Amount in Rs. 23.00 1048.00 572.50 363.00 175.00 79.50 13.60 277.20 2551.80
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00
Amount in Rs. 370.00
337
2 3 4
Stone chiseller Cl- I Mason Cl- II mazdoor
Day Day Day Total cost of Labour labour component/unit qty 2382.50 Add contractor's profit and overhead charges 0.14 333.60 labour component/unit qty (including contractor's profit) 2716.10
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
0.50 1.00 5.00
385.00 345.00 295.00 Rs:
Rs: Rs: Rs: Rs:
2551.80 0.00 2382.50 4934.30
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1.00 No. Rs: Rate per each (A+B+C+D)/1.0 Rs. IRR-PMW-3 IRR-PMW-3-1
690.802 5625.10 5625.10
MAINTENANCE WORKS : Removing dry stone rock-toe / rivetment and filter layers below rock-toe/ rivetment including stacking all materials separately as directed with initial lead upto 50 m and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT : Unit
Quantity
NIL
105 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 2070.00 14160.00 16600.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
Day Day Day Total cost of Labour labour component/unit qty 158.10 Add contractor's profit and overhead charges 0.14 22.10 labour component/unit qty (including contractor's profit) 180.20
work inspector Mason Cl- II mazdoor
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 105.00 cum Rs: Rate per cum (A+B+C+D)/105.0 Rs.
IRR-PMW-3-2
192.50 345.00 1475.00 2382.50
1.00 6.00 48.00
Rs: Rs: Rs: Rs:
0.00 0.00 16600.00 16600.00 2324 18924.00 180.20
Re-constructing 60 cm thick hand packed rough stone revetment with through stones at 1.5 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
338
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5 6
particulars
UNIT : Unit
Quantity
Sand (Un-Screened ) ( from quarry) cum Coarse aggregate 10 mm (available) cum Coarse aggr. 40-20 mm ( available) cum Stone chips ( available ) cum Rough stones ( available ) cum Through stones ( available ) Nos Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
15.30 15.30 15.30 9.00 57.60 44.00
Quantity
NIL
100 sqm Rate in Rs. 462.00 0.00 0.00 0.00 0.00 0.00 Rs:
Amount in Rs. 7068.60 0.00 0.00 0.00 0.00 0.00 7068.60
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 1725.00 9735.00 11830.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
work inspector Mason Cl- II mazdoor
Day Day Day Total cost of Labour labour component/unit qty 118.30 Add contractor's profit and overhead charges 0.14 16.60 labour component/unit qty (including contractor's profit) 134.90
1.00 5.00 33.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 sqm Rs: (A+B+C+D)/100.0 Rs. Rate per sqm
IRR-PMW-3-3
7068.60 0.00 11830.00 18898.60 2645.804 21544.40 215.40
Re-constructing dry rubble rock-toe and filter media for rock-toe consisting of sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter aggregates obtained from rock-toe removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4 5
Unit
Quantity
Rubble ( available ) cum Stone chips ( available ) cum 80-20 mm filter ( available ) cum 20 mm down filter ( available ) cum Sand (Un-Screened) ( fresh from quarry ) cum Total cost of Materials
B. MACHINERY: Sl No 1
particulars
UNIT :
Description
Unit
58.20 8.70 19.40 12.10 9.80
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
100 cum Rate in Rs. 0.00 0.00 0.00 0.00 462.00 Rs:
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00 0.00 4527.60 4527.60
Amount in Rs. 0.00 0.00 0.00
339
Preliminary and Maintenance Works - Item Unit Rates 2014-15
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
work inspector Mason Cl- II mazdoor
Day Day Day Total cost of Labour labour component/unit qty 169.50 Add contractor's profit and overhead charges 0.14 23.70 labour component/unit qty (including contractor's profit) 193.20
1.00 7.00 48.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 cum Rs: Rate per cum (A+B+C+D)/100.0 Rs.
IRR-PMW-3-4
Amount in Rs. 370.00 2415.00 14160.00 16945.00
4527.60 0.00 16945.00 21472.60 3006.164 24478.76 244.80
Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCC / Other types of slab lining set in CM 1 : 3 including flush cement mortar pointing in CM 1 : 3 with lead upto 50 m and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1 2
particulars
Cement 43 Gr Sand (Screened )
B. MACHINERY: Sl No 1
Description
UNIT : Unit
Quantity
kg cum Total cost of Materials
Unit
101.00 0.21
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No
Description
Unit
Quantity
1 2 3 4
work inspector Day Mason Class I Day mazdoor Day Cartman with Double Bullock cart for water Day Total cost of Labour labour component/unit qty 40.80 Add contractor's profit and overhead charges 0.14 5.70 labour component/unit qty (including contractor's profit) 46.50 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
1.00 4.00 6.00 1.00
Rs: Rs: Rs: Rs:
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 sqm Rs: Rate per sqm (A+B+C+D)/100.0 Rs.
IRR-PMW-3-5
Rate in Rs. 370.00 345.00 295.00 Rs:
100 sqm Rate in Rs. 4.00 606.00 Rs:
Rate in Rs.
Amount in Rs. 404.00 127.26 531.26
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 385.00 295.00 395.00 Rs:
Amount in Rs. 370.00 1540.00 1770.00 395.00 4075.00
531.26 0.00 4075.00 4606.26 644.8764 5251.14 52.50
Removing and resetting disturbed dry rubble / khandki stone pitching 25 to 45 cm thick including packing, wedging, finishing etc., complete with all leads and lifts.
340
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Data:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT : Unit
Quantity
NIL
100 sqm Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 345.00 295.00 Rs:
Amount in Rs. 370.00 2070.00 1770.00 4210.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2 3
Description
Unit
Quantity
work inspector Mason Class II mazdoor
Day Day Day Total cost of Labour labour component/unit qty 42.10 Add contractor's profit and overhead charges 0.14 5.90 labour component/unit qty (including contractor's profit) 48.00
1.00 6.00 6.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 sqm Rs: Rate per sqm (A+B+C+D)/100.0 Rs.
IRR-PMW-3-6
0.00 0.00 4210.00 4210.00 589.4 4799.40 48.00
Removing and refixing disturbed chainage / demarcation / hectometre / guard stones including excavation, back filling etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT : Unit
Quantity
NIL
18 Nos. Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 590.00 960.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
work inspector mazdoor
Unit
Day Day Total cost of Labour labour component/unit qty 53.33 Add contractor's profit and overhead charges 0.14 7.47 labour component/unit qty (including contractor's profit) 60.80
Quantity 1.00 2.00
Rate in Rs.
341
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
0.00 0.00 960.00 960.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 18.00 Nos. Rs: Rate per each (A+B+C+D)/18.0 Rs.
IRR-PMW-3-7
134.4 1094.40 60.80
Removing and refixing disturbed km stone / sign board / hecto-metre stone etc., including excavation, back filling with available stuff after refixing, forming base platform of size 90 x 90 x 7.5 cm including watering, ramming etc complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT : Unit
Quantity
NIL
8 Nos. Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 590.00 960.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
work inspector mazdoor
Day Day Total cost of Labour labour component/unit qty 120.00 Add contractor's profit and overhead charges 0.14 16.80 labour component/unit qty (including contractor's profit) 136.80
1.00 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total
0.00 0.00 960.00 960.00
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 8.00 Nos. Rs: Rate per each (A+B+C+D)/18.0 Rs. IRR-PMW-3-8
134.4 1094.40 136.80
Providing impervious hearting for breached / damaged portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
NIL
Quantity
480 cum Rate in Rs.
0.00 0.00
0.00 0.00 Rs:
Total cost of Materials B. MACHINERY: Sl No
Description
Unit
Quantity
Rate
Amount in Rs. 0.00 0.00 0.00
Amount
342
Preliminary and Maintenance Works - Item Unit Rates 2014-15
1 2 3 4 5 6 7
Angle dozer Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 4 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory pad foot roller 8 tonne Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Description
Hour 5.00 Hour 5.00 Hour 8.00 Hour 8.00 Hour 32.00 Hour 32.00 Hour 2.00 Hour 2.00 Hour 4.00 Hour 4.00 Hour 6.00 Hour 6.00 LS 2.00 Total hire charges of Machinery
Unit
Quantity
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Pump Crew for Water tanker Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Hour Hour Day Day Total cost of Labour labour component/unit qty 24.40 Add contractor's profit and overhead charges 0.14 3.40 labour component/unit qty (including contractor's profit) 27.80
4.00 8.00 32.00 3.00 5.00 6.00 2.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 480.00 cum Rs: Rate per cum (A+B+C+D)/480.0 Rs.
IRR-PMW-3-9
in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
in Rs. 8577.50 3280.00 8024.80 4092.00 14294.40 10310.40 20.40 170.60 1610.00 1288.80 8053.20 6649.80 82.00 66453.90
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 816.40 1632.80 4899.20 288.30 765.50 1366.80 740.00 1180.00 11689.00
0.00 66453.90 11689.00 78142.90 10940.006 89082.91 185.60
Providing pervious/semi-pervious casing for breached / damaged portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
NIL
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3
Description
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 3 Nos. Fuel / Energy charges
Unit Hour Hour Hour Hour Hour Hour
Quantity 3.50 3.50 8.00 8.00 24.00 24.00
325 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20
Amount in Rs. 6004.25 2296.00 8024.80 4092.00 10720.80 7732.80
343
4 5 6 7
Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory pad foot roller 8 tonne Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Description
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Hour Hour Hour Hour Hour Hour LS Total hire charges of Machinery
Unit
1.50 1.50 3.00 3.00 4.00 4.00 2.00
Quantity
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Pump Crew for Water tanker Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Hour Hour Day Day Total cost of Labour labour component/unit qty 29.10 Add contractor's profit and overhead charges 0.14 4.10 labour component/unit qty (including contractor's profit) 33.20
3.50 8.00 24.00 1.50 3.00 4.00 2.00 4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
15.30 127.95 1207.50 966.60 5368.80 4433.20 82.00 51072.00
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 714.35 1632.80 3674.40 144.15 459.30 911.20 740.00 1180.00 9456.20
Rs: Rs: Rs: Rs:
Total
0.00 51072.00 9456.20 60528.20
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 325.00 cum Rs: Rs. Rate per cum (A+B+C+D)/325.0
IRR-PMW-3-10
8473.948 69002.15 212.30
Providing impervious hearting for breached / damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil,sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
NIL
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
Description
Angle dozer Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 5 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory pad foot roller 8 tonne Fuel / Energy charges Sundries
Unit Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour LS
Quantity 4.00 4.00 8.00 8.00 40.00 40.00 4.00 4.00 7.00 7.00 7.50 7.50 2.00
612 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00
Amount in Rs. 6862.00 2624.00 8024.80 4092.00 17868.00 12888.00 40.80 341.20 2817.50 2255.40 10066.50 8312.25 82.00
344
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total hire charges of Machinery C. LABOUR: Sl No 1 2 3 4 5 6 7 8
Description
Unit
Quantity
Crew for Dozer Crew for Shovel Crew for Tipper Crew for Pump Crew for Water tanker Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Hour Hour Day Day Total cost of Labour labour component/unit qty 23.30 Add contractor's profit and overhead charges 0.14 3.30 labour component/unit qty (including contractor's profit) 26.60
4.00 8.00 40.00 4.00 7.00 7.50 2.00 6.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
76274.45
Rate in Rs. 204.10 204.10 153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs. 816.40 1632.80 6124.00 384.40 1071.70 1708.50 740.00 1770.00 14247.80
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 612.00 cum Rs: Rate per cum (A+B+C+D)/612.0 Rs.
IRR-PMW-3-11
Rs:
0.00 76274.45 14247.80 90522.25 12673.115 103195.37 168.60
Providing pervious /semi-pervious casing for breached /damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.
Data:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
NIL
Quantity 0.00 0.00
Total cost of Materials B. MACHINERY: Sl No 1 2 3 4 5 6 7
Angle dozer 90 hp Fuel / Energy charges Shovel 0.50 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 4 Nos. Fuel / Energy charges Pump 5 hp ( diesel ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory pad foot roller 8 tonne Fuel / Energy charges Sundries
C. LABOUR: Sl No 1 2
Description
Description
Crew for Dozer Crew for Shovel
Unit
Quantity
Hour 3.00 Hour 3.00 Hour 8.00 Hour 8.00 Hour 32.00 Hour 32.00 Hour 3.00 Hour 3.00 Hour 6.00 Hour 6.00 Hour 5.50 Hour 5.50 LS 2.00 Total hire charges of Machinery
Unit Hour Hour
Quantity 3.00 8.00
440 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1003.10 511.50 446.70 322.20 10.20 85.30 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs. 5146.50 1968.00 8024.80 4092.00 14294.40 10310.40 30.60 255.90 2415.00 1933.20 7382.10 6095.65 82.00 62030.55
Rate in Rs. 204.10 204.10
Amount in Rs. 612.30 1632.80
345
3 4 5 6 7 8
Crew for Tipper Crew for Pump Crew for Water tanker Crew for Roller work inspector mazdoor
Hour Hour Hour Hour Day Day Total cost of Labour labour component/unit qty 27.50 Add contractor's profit and overhead charges 0.14 3.90 labour component/unit qty (including contractor's profit) 31.40
Preliminary and Maintenance Works - Item Unit Rates 2014-15
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total
32.00 3.00 6.00 5.50 2.00 6.00
153.10 96.10 153.10 227.80 370.00 295.00 Rs:
Rs: Rs: Rs: Rs:
0.00 62030.55 12114.10 74144.65
D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 440.00 cum Rs: Rate per cum (A+B+C+D)/440.0 Rs.
IRR-PMW-3-12
10380.251 84524.90 192.10
Repairing rain cuts / resectioning canal slopes to required lines and grades as directed using available soil including dressing, clod breaking, packing, tamping etc., complete with all leads and lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No
particulars
1
UNIT : Unit
Quantity
NIL
1000 sqm Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 370.00 295.00 Rs:
Amount in Rs. 370.00 2360.00 2730.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No
Description
1
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
Day Day Total cost of Labour labour component/unit qty 2.73 Add contractor's profit and overhead charges 0.14 0.38 labour component/unit qty (including contractor's profit) 3.10
work inspector mazdoor
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 1000.00 sqm Rs: Rate per sqm (A+B+C+D)/1000.0 Rs.
IRR-PMW-3-13
4899.20 288.30 918.60 1252.90 740.00 1770.00 12114.10
1.00 8.00
Rs: Rs: Rs: Rs:
0.00 0.00 2730.00 2730.00 382.2 3112.20 3.10
Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushing including chiselling and removing leached lime deposit and disposing off all the waste material out side adits in specified location etc., complete with all leads and lifts.
346
DATA:
Preliminary and Maintenance Works - Item Unit Rates 2014-15
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3
particulars
Wire brush Coir brush Sundries ( brooms, gloves etc )
B. MACHINERY: Sl No
Description
1
UNIT :
Unit
Quantity
Each Each LS Total cost of Materials
Unit
5.00 10.00 2.00
Quantity
NIL
100 Rm
Rate in Rs. 41.00 45.00 41.00 Rs:
Amount in Rs. 205.00 450.00 82.00 737.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 345.00 295.00 Rs:
Amount in Rs. 690.00 1770.00 2460.00
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1 2
Description
Unit
Quantity
Chiseller Cl II mazdoor
Day Day Total cost of Labour labour component/unit qty 24.60 Add contractor's profit and overhead charges 0.14 3.40 labour component/unit qty (including contractor's profit) 28.00
2.00 6.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 Rm Rs: Rate per Rm (A+B+C+D)/100.0 Rs.
IRR-PMW-3-14
737.00 0.00 2460.00 3197.00 447.58 3644.58 36.40
Cleaning dam parapet inner face and top using oxalic acid and water by scrubbing / brushing and washing to remove all surface coatings etc., complete .
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1 2 3 4
particulars
Oxalic acid Wire brush Coir brush Sundries ( brooms, gloves etc )
B. MACHINERY: Sl No 1
Description
UNIT : Unit
Quantity
ltr Each Each LS Total cost of Materials
Unit
5.00 5.00 10.00 2.00
Quantity
NIL
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1
mazdoor
Description
Unit
Day Total cost of Labour labour component/unit qty 17.70 Add contractor's profit and overhead charges 0.14 2.50 labour component/unit qty (including contractor's profit) 20.20
Quantity 6.00
100 Rm Rate in Rs. 76.00 41.00 45.00 41.00 Rs:
Amount in Rs. 380.00 205.00 450.00 82.00 1117.00
Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1770.00 1770.00
ABSTRACT:
347
Preliminary and Maintenance Works - Item Unit Rates 2014-15
A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 100.00 Rm Rs: Rate per Rm (A+B+C+D)/100.0 Rs.
IRR-PMW-3-20
1117.00 0.00 1770.00 2887.00 404.18 3291.18 32.90
Excavation and removal of silt and silt mixed with sand from canal bed in dry condition including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
Quantity
NIL
10 cum Rate in Rs. 0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1180.00 1180.00
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No 1
Description
Unit
Quantity
NIL
Rate in Rs.
0.00 0.00 Total hire charges of Machinery
C. LABOUR: Sl No 1
Description
Unit
Quantity
mazdoor
Day Total cost of Labour labour component/unit qty 118.00 Add contractor's profit and overhead charges 0.14 16.50 labour component/unit qty (including contractor's profit) 134.50
4.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 10.00 cum Rs: Rate per cum (A+B+C+D)/10.0 Rs.
IRR-PMW-3-21
0.00 0.00 1180.00 1180.00 165.2 1345.20 134.50
Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts.
DATA:
RATE ANALYSIS A. MATERIALS: Sl No 1
particulars
UNIT : Unit
NIL
Quantity
12 cum Rate in Rs.
0.00 0.00 Total cost of Materials
B. MACHINERY: Sl No 1
Description NIL
Unit
Quantity 0.00 0.00
0.00 0.00 Rs:
Amount in Rs. 0.00 0.00 0.00
0.00 0.00
Amount in Rs. 0.00 0.00
Rate in Rs.
348
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total hire charges of Machinery C. LABOUR: Sl No 1
Description
Unit
Quantity
mazdoor
Day Total cost of Labour labour component/unit qty 147.50 Add contractor's profit and overhead charges 0.14 20.70 labour component/unit qty (including contractor's profit) 168.20 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour
6.00
Rs: Rs: Rs: Rs:
Total D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: Total cost for 12.00 cum Rs: Rate per cum (A+B+C+D)/12.0 Rs. IRR-PMW-3-22 New Item5 - 2010-11
(For Minor Works)
0.00
Rate in Rs. 295.00 Rs:
Amount in Rs. 1770.00 1770.00
0.00 0.00 1770.00 1770.00 247.8 2017.80 168.20
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning,etc.,complete with initial lead upto 1 km and all lifts.
A. MATERIALS: Sl No Particulars 1
1 2 3
RATE ANALYSIS Unit: Unit Quantity
NIL
Total cost of Materials B. MACHINERY: Sl No Description Angle dozer 90 hp Fuel / Energy charges Shovel 0.85 cum capacity Fuel / Energy charges Tippers 5.00 cum capacity 5 Nos. Fuel / Energy charges Total hire charges of Machinery
C. LABOUR: Sl No Description
0.00 0.00
Unit Hour Hour Hour Hour Hour Hour
Unit
Quantity 2.70 2.70 8.00 8.00 40.00 40.00
Quantity
1 2 3 4 5
Crew for Dozer Hour 2.70 Crew for Shovel Hour 8.00 Crew for Tipper Hour 40.00 work inspector Day 1.00 mazdoor Day 2.00 Total cost of Labour labour component/unit qty 11.50 Add contractor's profit and overhead charges 14% 1.60 labour component/unit qty (including contractor's profit) 13.10 ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14% D.Add for contractor's profit and overheads on (A+B+C) Total cost for 807.00 cum Rate per cum (A+B+C+D)/807 IRR-PMW-3-23
Rs:
807.00 Rate in Rs. 0.00 0.00 Rs:
cum Amount in Rs 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 1706.60 937.80 446.70 322.20 Rs:
Amount in Rs 4631.85 1771.20 13652.80 7502.40 17868.00 12888.00 58314.25
Rate in Rs. 204.10 204.10 153.10 370.00 295.00 Rs:
Amount in Rs 551.07 1632.80 6124.00 370.00 590.00 9267.87
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
0.00 58314.25 9267.87 67582.12 9461.5 77043.62 95.50
Providing homogeneous embankment using soil from approved borrow
349
New Item6 - 2010-11
(For Minor Works)
area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as watering, compacting to density control of not less than 95 percent or as stipulated using 8T roller etc., complete with initial lead upto 1 km and all lifts.
A. MATERIALS: Sl No Particulars 1
NIL
Total cost of Materials B. MACHINERY: Sl No Description 1 2 3 4 5
RATE ANALYSIS UNIT : Unit Quantity
Angle dozer 90 hp Fuel / Energy charges Pump 5 hp ( ele ) Fuel / Energy charges Water tanker 8000 ltr Fuel / Energy charges Vibratory pad foot roller 8 tonne Fuel / Energy charges Sundries Total hire charges of Machinery
C. LABOUR: Sl No Description
0.00 0.00
Unit
Quantity
Hour Hour Hour Hour Hour Hour Hour Hour LS
Unit
1 4 5 6 7 8
2.70 2.70 4.00 4.00 8.00 8.00 6.40 6.40 2.00
Quantity
Crew for Dozer Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Roller Hour work inspector Day mazdoor Day Total cost of Labour labour component/unit qty 5.60 Add contractor's profit and overhead charges 14% 0.80 labour component/unit qty (including contractor's profit) 6.40
2.70 4.00 8.00 6.40 1.00 2.00
ABSTRACT: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total 14% D.Add for contractor's profit and overheads on (A+B+C) Total cost for 807.00 cum Rate per cum (A+B+C+D)/807 IRR-PMW-3-24
Providing homogeneous embankment using soil from approved borrow
New Item 7 - 2010-11
area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as compacting to density control of not less than 90 percent or as stipulated using 2T roller etc., complete with initial lead upto 1 km and all lifts.
A. MATERIALS: Sl No Particulars 1
NIL
Total cost of Materials B. MACHINERY: Sl No Description 1
Tractor with 2T Roller
Preliminary and Maintenance Works - Item Unit Rates 2014-15
807.00 Rate in Rs. 0.00 0.00 Rs:
cum Amount in Rs 0.00 0.00 0.00
Rate in Rs. 1715.50 656.00 3.00 38.00 402.50 322.20 1342.20 1108.30 41.00 Rs:
Amount in Rs 4631.85 1771.20 12.00 152.00 3220.00 2577.60 8590.08 7093.12 82.00 28129.85
Rate in Rs. 204.10 72.10 153.10 227.80 370.00 295.00 Rs:
Amount in Rs 551.07 288.40 1224.80 1457.92 370.00 590.00 4482.19
Rs: Rs: Rs: Rs: Rs.
0.00 28129.85 4482.19 32612.04 4565.69
Rs: 37177.73 Rs: 46.10
RATE ANALYSIS UNIT : 807.00 cum Unit Quantity Rate Amount in Rs. in Rs 0.00 0.00 0.00 0.00 0.00 0.00 Rs: 0.00 Unit Hour
Quantity 10.00
Rate Amount in Rs. in Rs 345.00 3450.00
350
2
Sundries Total hire charges of Machinery
LS
C. LABOUR: Sl No Description
2.00
Unit
Preliminary and Maintenance Works - Item Unit Rates 2014-15
41.00 82.00 Rs: 3532.00
Quantity
Rate Amount in Rs. in Rs 370.00 185.00 295.00 590.00 Rs: 775.00
1 2
work inspector Day 0.50 mazdoor Day 2.00 Total cost of Labour labour component/unit qty 1.00 Add contractor's profit and overhead charges 14% 0.10 labour component/unit qty (including contractor's profit) 1.10 ABSTRAC T: A. Cost of Materials B. Hire charges of Machinery C. Cost of Labour Total (A+B+C) Total cost for Rate per cum IRR-PMW-3-25
Rs: Rs: Rs: Rs: Rs. Rs: Rs:
14% 807.00 cum (A+B+C+D)/807
0.00 3532.00 775.00 4307.00 602.98 4909.98 6.10
Weed Removal by Manual Means
(New Item 2012-13-3)
IRR-PMW-3-25(a)
Removal of Water Hyacinth up to 30 cm thick RATE ANALYSIS Unit :
2000 Sqm
A. MATERIALS Sl. No. 1
Unit
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit NIL Total hire charges of Machinery
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit Work Inspector Day Mazdoor Day Total Cost of Labour
Quantity Rate in Rs. Amount in Rs. 3.5 370.00 1295 28 295.00 8260 Rs. 9555.00
Particulars NIL Total Cost of Materials
B. MACHINERY Sl. No. 1
C. LABOUR Sl. No. 1 2
ABSTRACT: A.COST OF MATERIALS B.COST OF MACHINERY C.COST OF LABOUR
Rs. Rs. Rs.
0.00 0.00 9555.00 9555.00 1337.7 10892.70 5.4
Total D. Add for Contractor's Profit and overheads Total Cost for removal weed in the extent of Rate per Sqm IRR-PMW-3-25(b)
14% 2000 Sqm (A+B+C+D)/2000
Removal of Water Hyacinth beyond 30 cm thick RATE ANALYSIS Unit :
2000 Sqm
A. MATERIALS Sl. No. 1
Particulars NIL
Unit Total Cost of Materials
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
351
Preliminary and Maintenance Works - Item Unit Rates 2014-15
B. MACHINERY Sl. No. 1
Description Unit NIL Total hire charges of Machinery
Quantity
Description Unit Work Inspector Day Mazdoor Day Total Cost of Labour
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
C. LABOUR Sl. No. 1 2
Rate in Rs. Amount in Rs. 5 370.00 1850 38 295.00 11210 Rs. 13060.00
ABSTRACT: A.COST OF MATERIALS B.COST OF MACHINERY C.COST OF LABOUR
Rs. Rs. Rs.
0.00 0.00 13060.00 13060.00 1828.4 14888.40 7.4
Total D. Add for Contractor's Profit and overheads Total Cost for removal weed in the extent of Rate per Sqm IRR-PMW-3-25(c)
14% 2000 Sqm (A+B+C+D)/2000
Clearing Alchi Tilla RATE ANALYSIS Unit :
2000 Sqm
A. MATERIALS Sl. No. 1
Unit
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit NIL Total hire charges of Machinery
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit Work Inspector Day Mazdoor Day Total Cost of Labour
Quantity
Particulars NIL Total Cost of Materials
B. MACHINERY Sl. No. 1
C. LABOUR Sl. No. 1 2
Rate in Rs. Amount in Rs. 3 370.00 1110 26 295.00 7670 Rs. 8780.00
ABSTRACT: A.COST OF MATERIALS B.COST OF MACHINERY C.COST OF LABOUR
Rs. Rs. Rs.
0.00 0.00 8780.00 8780.00 1229.2 10009.20 5
Total D. Add for Contractor's Profit and overheads Total Cost for removal weed in the extent of Rate per Sqm IRR-PMW-3-25(d)
14% 2000 Sqm (A+B+C+D)/2000
Removal of Jammu RATE ANALYSIS Unit :
2000 Sqm
A. MATERIALS Sl. No. 1
Particulars NIL
Unit
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Unit
Quantity
Rate in Rs. Amount in Rs. 0 0 0
Total Cost of Materials B. MACHINERY Sl. No. 1
Description NIL
352
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Total hire charges of Machinery
Rs.
0.00
C. LABOUR Sl. No. 1 2
Description Unit Work Inspector Day Mazdoor Day Total Cost of Labour
Quantity Rate in Rs. Amount in Rs. 2.5 370.00 925 22 295.00 6490 Rs. 7415.00
ABSTRACT: A.COST OF MATERIALS B.COST OF MACHINERY C.COST OF LABOUR
Rs. Rs. Rs.
0.00 0.00 7415.00 7415.00 1038.1 8453.10 4.2
Total D. Add for Contractor's Profit and overheads Total Cost for removal weed in the extent of Rate per Sqm IRR-PMW-3-25(e)
14% 2000 Sqm (A+B+C+D)/2000
Removal of Imponea, Cornea RATE ANALYSIS Unit :
2000 Sqm
A. MATERIALS Sl. No. 1
Unit
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit NIL Total hire charges of Machinery
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit Work Inspector Day Mazdoor Day Total Cost of Labour
Quantity
Particulars NIL Total Cost of Materials
B. MACHINERY Sl. No. 1
C. LABOUR Sl. No. 1 2
Rate in Rs. Amount in Rs. 3 370.00 1110 26 295.00 7670 Rs. 8780.00
ABSTRACT: A.COST OF MATERIALS B.COST OF MACHINERY C.COST OF LABOUR
Rs. Rs. Rs.
0.00 0.00 8780.00 8780.00 1229.2 10009.20 5
Total D. Add for Contractor's Profit and overheads Total Cost for removal weed in the extent of Rate per Sqm IRR-PMW-3-25(f)
14% 2000 Sqm (A+B+C+D)/2000
Removal of Natchu, goobi, thooti, etc. RATE ANALYSIS Unit :
2000 Sqm
A. MATERIALS Sl. No. 1
Unit
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Description Unit NIL Total hire charges of Machinery
Quantity
Rate in Rs. Amount in Rs. 0 0 0 Rs. 0.00
Particulars NIL Total Cost of Materials
B. MACHINERY Sl. No. 1
C. LABOUR
353
Preliminary and Maintenance Works - Item Unit Rates 2014-15
Sl. No. 1 2
Description Unit Work Inspector Day Mazdoor Day Total Cost of Labour
Quantity Rate in Rs. Amount in Rs. 1.2 370.00 444 8 295.00 2360 Rs. 2804.00
ABSTRACT: A.COST OF MATERIALS B.COST OF MACHINERY C.COST OF LABOUR
Rs. Rs. Rs.
0.00 0.00 2804.00 2804.00 392.56 3196.56 1.6
Total D. Add for Contractor's Profit and overheads Total Cost for removal weed in the extent of Rate per Sqm
14% 2000 Sqm (A+B+C+D)/2000
IRR-PMW-3-26 New Item 2014-158 PAINTING OF SLUICES FOR MAINTENANCE WORKS Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners
and removing dust. After cleaniong, applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 100 microns, followed by finishing coats 2 coats with Coal tar epoxy with material, labour, and all accessories with all leads and lifts. Data: A. Materials
Rate Analysis Sl. No. 1 2 3 4 5 6 7
Particulars Rust Cleaner/ Inhibitor Zinc rich epoxy primer Thinner@10% Coal Tar epoxy paint Thinner@10% Wire Brush Sundries (brushes, Ladders, platforms)
Unit: Unit ltr ltr ltr ltr ltr ltr
Quantity 13 14 1.4 40 4 2
LS 3 Total Cost of Materials
100 Sqm Rate in Rs. Amount in Rs. 140.00 1820 689.00 9646 140.00 196 215 8600 140.00 560 41 82 41
123 21027
B. Machinery Sl. No.
Particulars
Unit
Quantity
Rate in Rs. Amount in Rs.
NIL Total Cost of Machinery
0
C. Labour Sl. No. 1 2
Particulars Painter Class-II Helper
Unit Quantity Rate in Rs. Amount in Rs. Day 20 345.00 6900 Day 20 295.00 5900 Total Cost of Machinery 12800 Labour Component/ Unit Qty. 128 Add Contractor's Profit and and Overhead Charges @ 14% 17.92 Labour Component/ Unit Qty (including contractor' profit) 145.92 ABSTRACT: A. Cost of Materials: B. Hire Charges of Machinery C. Cost of Labour
21027 0 12800 Total 33827 D. Add for Excise Duty on 75% cost excluding cost of material 0% 0 Total 33827 E. Add for transportation Charges upto worksite @ 3% 1014.81 Total 34841.81 F. Add for Contractor's Profit and Overhead Charges @ 14% 14% 4877.8534 Total Cost per 100 Sqm 39719.6634 Rate per Sqm 397.2
354
Manual works - 2014-15
(Common to all Departments) Index_code COM_MWRK
A. Manual Works New extra items-- common item for all earth works using only manual labour for all other works without involving contractors COM_MWRK-1 (Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and per cum initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) With 3 Cum per day output COM_MWRK-2 (Manual)Excavation in all kinds of soil/ HDR including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and per cum initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) With 2.5 Cum per day output
98.30
118.00
COM_MWRK-3 (Manual)Excavation in soft rock (including F&F) without blasting, including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and per cum 221.80 initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) Soft rock 1.33 Cum/Day COM_MWRK-4 (Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and per cum initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) Hard rock 0.67Cum/ day
440.30
355
COM-LDLFT-2014-15 COM-LDLFT
Chapter VII LEAD/LIFT/LOADING & UNLOADING CHARGES (WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED) FOR THE YEAR : 2014-15
LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS
COM-LDLFT
COM-LDLFT-1
1. For total lead upto 150 m ( including initial lead ) lead charges by head load only shall be adopted irrespective of mode of conveyance. 2. For total lead exceeding 150 m conveyance by mechanical means only shall be adopted irrespective of mode of conveyance. 3. The rates for loading at quarry including idle hire charges of trucks and hire charges per for each kilometer and upto 5 km are cumulative and inclusive of total charges for preceding lead. 4. Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones are for loose volume and not for compacted or in-situ volume. 5. The rates for lift charges,lead charges, hire charges are cumulative and inclusive of rates for preceding lift,lead and hire charges 6. Lift charges are not payable where conveyance of materials is by mechanical means to final placing point. 7. Loading and unloading charges are not payable for conveyance by head load. 8. Loading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 50 m wherever specified. 9. Loading and unloading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead of 1 km wherever specified. 10. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone are inclusive of stacking. 11. Hire charges are per 1KM for tippers and trucks for tranport of materials from work site to dump yard and other places are cumulative& includes previous km upto 5 kms 12. The lead & lift charges are inclusive of contractor's profit and overhead charges of 14% FOR THE YEAR: 2013-14 A. (Lead) Conveyance Charges for materials by head load Earth / Sand /Gravel / Murrum/ Cement / Total distance Lime/ Surki/ Size ReinforceSl No. ( Total lead includes initial stone / Cut stone ment steel lead ) Rubble / Coarse Str steel aggregate Rs/ Rs / tonne Cum 1 2 3 4 Total lead upto 50 m 1 (covered by item rate) initial lead initial lead 2 Total lead upto 100 m 48.00 28.00 3 Total lead upto 150 m 96.10 56.10
PCC slab/ Shahbad slab / CC block/ BS slab/ Late-rite / Wood Rs / cum 5 initial lead 61.10 122.30
Notes: 1. No loading or unloading charges are admissible for conveyance by head load. 2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be adopted irrespective of mode of conveyance. 3. The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges
COM-LDLFT-2
B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks excluding loading, unloading and idle hire charges of machinery. FOR THE YEAR: 2013-14 ( No loading and unloading charges allowed for machinery loading and unloading )
Sl No.
Distance
1 1 2 3 4 5
2 Lead upto 1 km Lead upto 2 km Lead upto 3 km Lead upto 4 km Lead upto 5 km for Every km beyond 5 km upto 30 km
6
(Lead) (Lead) charges charges for for trucks and (Lead) charges (Lead) (Lead) charges for trucks and (Lead) tippers per for trucks and charges charges tippers for trucks and tippers for cu.meter for tippers for Earth for per for trucks Rubble/Size Cement/ Steel/ RCC PCC slabs/ / Sand /Gravel / cu.meter per 1000 stones/ Cut poles/ AC & GI sheets/ Shahabad Murrum/ Lime/ for water/ Nos. of Packed Stones/ slabs/ CC & Surki/ per 1000 litres Bricks materials/tonne Coarse Laterite blocks/ cu.meter aggregate Wood/ cum per cu.meter 3 31.50 44.10 58.90 71.50 84.10
4 30.40 42.60 58.90 71.50 84.10
5 19.00 26.60 36.80 44.70 52.60
6 44.70 62.60 86.60 105.10 123.70
7 18.80 26.30 35.00 42.50 50.00
8 50.70 71.00 94.60 114.90 135.20
12.60
12.60
7.90
18.50
7.50
20.30
15.50
6.30
62.60
7 for Every km beyond 30 km 10.50 10.50 6.60 Note: The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges
356
COM-LDLFT-2014-15 COM-LDLFT-3
C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added) Rubble/ size stone/ cut Earth / Sand stone/ brick work /Gravel steel in Coarse Sl No. Description of item Murrum/ / Surki/ cement in Rs/tonne Rs/1000 Rs./tonne aggregate,Li No me in Rs / cum Rs/cum 1 2 3 4 5 6 7 1 Loading 16.00 32.00 52.80 63.30 44.00 2 Unloading 8.00 16.00 52.80 63.30 44.00 Note: The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges
COM-LDLFT-4
D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks ) Rubble/ size Earth / Sand stone/ cut /Gravel stone/ steel in Sl No. Description of item Murrum/ / Surki/ Coarse cement in Rs/tonne Rs./tonne aggregate,Li Rs / cum me in Rs/cum 1 2 3 4 5 6 1 Loading 108.20 124.20 154.20 164.70 2 Unloading 38.60 62.10 154.20 164.70 Note: The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges
COM-LDLFT-5
brick work Rs/1000 No
7 211.30 211.30
E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks) Rubble/ size Earth / Sand stone/ cut /Gravel stone/ Sl No. Description of item Murrum/ / Surki/ Coarse aggregate,Li Rs / cum me in Rs/cum 1 2 3 4 1 Loading 52.50 105.00 2 Unloading 15.90 15.90 Note: The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD
COM-LDLFT-6
Sl No.
1 1 2
Earth / Sand /Gravel Murrum/ Lime/ Surki/ Total lift ( Total lift includes initial lift Size stone / Cut stone ) Rubble / Coarse aggregate Rs / cum 2 Total lift upto 3 m (covered by item rate) For Every 1.00 Lift beyond initial lift of 3 meters
Cement / Reinforcement steel Str steel Rs / tonne
PCC slab/ Shahbad slab / CC block/ BS slab / Laterite / Wood Rs / cum
3
4
5
Initial lift 5.60
Initial lift 4.10
Initial lift 7.50
DETAILED DATA LEAD / LIFT / LOADING & UNLOADING CHARGES - DATA RATES Note: The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges
I. GENERAL DATA FOR LEAD / LIFT / LOADING & UNLOADING: A . DATA FOR LEAD CHARGES BY HEAD LOAD : For the purpose of working out conveyance charges by head load the category of materials as classified in ( I ) above are grouped together as under : CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone / Size stone / Cut stone In this group materials which are comperatively lighter and generally conveyed by head load by light / heavy mazdoor are included. Method of conveyance, approximate weight per load and time required to cover specified additional distance will be generally same Therefore common data is considered for conveyance by head load for materials under this category. CATEGORY : Cement in bag / Reinforcement steel / Structural steel sections In this group the materials in packed / rolled / fabricated condition which are heavier per load compared to the materials under Category above and which can not be split into small quantities for the purpose of conveyance are included. The unit of measurement for these materials is per tonne. CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood In this group the materials in moulded condition / cut to standard size which are heavier per load compared to materials under Category above are included.
357
COM-LDLFT-2014-15 COM-DTL-LDLFT-1
A. (Lead) Conveyance Charges for materials by head load CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone / Size stone / Cut stone Lead: Upto 50 m : This is initial lead and cost is covered under item basic rate. Lead: Upto 100 m : Average distance to be covered beyond initial lead of 50 m Average speed of conveyance by head load Round trip cycle time for 25 m considering 50 min/ hr working ( 2 x 25 x 60 / 50 / 60 ) No. of trips per day for additional lead ( 8 x 60 / 1 ) Quantity of material by head load per load Quantity of material by head load per day ( 480 x 0.015 ) say Deploy one mazdoor for every 50 m additional lead beyond initial lead. Unit: Sl No. 1
Description Mazdoor
Unit Day
Contractor's profit and 14% overhead charges Total for materials under this Category 7 Rate per
Quantity 1 Total Rs:
cum cum
Lead: Upto 150 m : Average distance to be covered beyond initial of 50 m : 50 Deploy two mazdoors for conveyance beyond initial lead. Unit: Sl No. 1
Description Mazdoor
Unit Day
Contractor's profit and overhead charges 14% Total for materials under this Category 7 Rate per
Quantity 2 Total Rs:
cum cum
25 60
m m / minute
1 480 0.015 7
min
7 Rate in Rs. 295
cum cum cum Amount in Rs. 295 295 41.3 336.3 48.00
Rs: Rs:
m 7 Rate in Rs. 295
cum Amount in Rs. 590 590 82.6 672.6 96.10
Rs: Rs:
CATEGORY : Cement in bag / Reinforcement steel / Structural steel sections Lead: Upto 50 m : This is initial lead and cost is covered under item basic rate. Lead: Upto 100 m : Average distance to be covered beyond initial lead of 50 m Average speed of conveyance by head load Round trip cycle time for 25 m considering 50 min/ hr working ( 2 x 25 x 60 / 50 / 30 ) No. of trips per day for lead upto 100 m ( 8 x 60 / 2 ) Quantity of material by head load per load Quantity of material by head load per day ( 240 x 50 / 1000 ) Deploy one mazdoor for every 50 m additional lead beyond initial lead. Unit: Sl No. Description Unit Quantity Cement /steel handling mazdoor 1 Day 1 Total Rs: Contractor's profit and overhead charges 14% tonne Total for materials under this Category 12.00 Rate per tonne Lead: Upto 150 m : Average distance to be covered beyond initial of 50 m : 50 Deploy two mazdoors for conveyance beyond initial lead. Unit: Sl No. Description Unit Quantity Cement /steel handling 1 Mazdoor Day 2 Total Rs: Contractor's profit and overhead charges 14% tonne Total for materials under this Category 12.00 Rate per tonne Rs:
25 30
m m / minute
2 240 50 12
min kg tonne
12 Rate in Rs.
tonne Amount in Rs.
295
295 295 41.3 336.3 28.00
Rs: Rs:
m 12 Rate in Rs.
tonne Amount in Rs.
295
590 590 82.6 672.6
Rs: 56.10
CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood Lead: Upto 50 m : This is initial lead and cost is covered under item basic rate. Lead: Upto 100 m : Average distance to be covered beyond initial lead of 50 m Average speed of conveyance by head load Round trip cycle time for 25 m considering 50 min/ hr working ( 2 x 25 x 60 / 50 / 40 )
25 40
m m / minute
1.5
min
358
COM-LDLFT-2014-15 No. of trips per day for lead upto 100 m ( 8 x 60 / 1.5 ) Quantity of material by head load per load Quantity of material by head load per day ( 320 x 0.017 ) say Deploy one mazdoor for every 50 m additional lead beyond initial lead. Unit: Sl No. Description Unit Quantity 1 Mazdoor Day 1 Total Rs: Contractor's profit and overhead charges 14% cum Total for materials under this Category 5.5 Rate per cum Lead: Upto 150 m : Average distance to be covered beyond initial of 50 m : Deploy two mazdoors for conveyance beyond initial lead. Sl No. 1
Description Mazdoor
Unit Day
Contractor's profit and 14% overhead charges Total for materials under this Category 5.5 Rate per
COM-DTL-LDLFT-2
Unit: Quantity 2 Total Rs:
cum cum
320 0.017 5.5 5.5 Rate in Rs. 295
cum cum cum Amount in Rs. 295 295
Rs: Rs:
41.3 336.3 61.10
50
m
5.5 Rate in Rs. 295
cum Amount in Rs. 590 590
Rs: Rs:
82.6 672.6 122.30
B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks excluding loading, unloading and idle hire charges of machinery. CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / For total lead upto 1 km Sl No. Description 1 Tipper hire charges Fuel charges 2 Crew charges Contractor's profit and overhead charges Total for Rate per cum
Unit Hour Hour Hour
14% 5
For total lead more than 1 km upto 2 km Sl No. Description Unit 1 Tipper hire charges Hour Fuel charges Hour 2 Crew charges Hour Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 2 km upto 3 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 3 km upto 4 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 4 km upto 5 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Unit: Quantity 0.15 0.15 0.15 Total Rs:
5 Rate in Rs. 446.70 322.20 153.10
cum
Rs:
Unit: Quantity 0.21 0.21 0.21 Total Rs:
5 Rate in Rs. 446.70 322.20 153.10
cum
Rs:
Unit:
5
Quantity 0.28 0.28 0.28 Total Rs:
Rate in Rs. 446.70 322.20 153.10
cum
Rs:
Unit:
5 Rate in Rs. 446.70 322.20 153.10
Quantity 0.34 0.34 0.34 Total Rs:
cum
Rs:
Unit:
5 Rate in Rs. 446.70 322.20 153.10
Quantity 0.4 0.4 0.4 Total Rs:
cum Amount in Rs. 67.01 48.33 22.97 138.31 19.36 157.67 31.50 cum Amount in Rs. 93.81 67.66 32.15 193.62 27.11 220.73 44.10 cum Amount in Rs. 125.08 90.22 42.87 258.17 36.14 294.31 58.90 cum Amount in Rs. 151.88 109.55 52.05 313.48 43.89 357.37 71.50 cum Amount in Rs. 178.68 128.88 61.24 368.80
359
COM-LDLFT-2014-15 Contractor's profit and overhead charges Total for Rate per cum
14% 5
cum
Rs:
For lead beyond 5 km upto 30 km for every km
Unit:
Sl No. 1
Quantity 0.06 0.06 0.06 Total Rs:
5 Rate in Rs. 446.70 322.20 153.10
2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For lead beyond 30 km for every km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
cum
Rs:
Unit:
5 Rate in Rs. 446.70 322.20 153.10
Quantity 0.05 0.05 0.05 Total Rs:
cum
Rs:
51.63 420.43 84.10 cum Amount in Rs. 26.80 19.33 9.19 55.32 7.74 63.06 12.60 cum Amount in Rs. 22.34 16.11 7.66 46.11 6.46 52.57 10.50
CATEGORY : Coarse aggregate / Rubble stone / Size stone / Cut stone For total lead upto 1 km Sl No. 1 2
Unit:
Description Truck hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 1 km upto 2 km Sl No. 1 2
Description Truck hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 2 km upto 3 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 3 km upto 4 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For total lead more than 4 km upto 5 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Quantity 0.15 0.15 0.15 Total Rs:
5 Rate in Rs. 414.10 322.20 153.10
cum
Rs:
Unit:
5 Rate in Rs. 414.10 322.20 153.10
Quantity 0.21 0.21 0.21 Total Rs:
cum
Rs:
Unit:
5 Rate in Rs. 446.70 322.20 153.10
Quantity 0.28 0.28 0.28 Total Rs:
cum
Rs:
Unit:
5 Rate in Rs. 446.70 322.20 153.10
Quantity 0.34 0.34 0.34 Total Rs:
cum Amount in Rs. 62.12 48.33 22.97 133.42 18.68 152.10 30.40 cum Amount in Rs. 86.96 67.66 32.15 186.77 26.15 212.92 42.60 cum Amount in Rs. 125.08 90.22 42.87 258.17 36.14 294.31 58.90 cum Amount in Rs. 151.88 109.55 52.05 313.48
cum
Rs:
43.89 357.37 71.50
Unit:
5 Rate in Rs. 446.70 322.20 153.10
cum Amount in Rs. 178.68 128.88 61.24
Quantity 0.4 0.4 0.4
360
COM-LDLFT-2014-15 Total Rs:
0.00
368.80
cum
Rs:
51.63 420.43 84.10
For lead beyond 5 km upto 30 km for every km
Unit:
Sl No. 1
Quantity 0.06 0.06 0.06 Total Rs:
5 Rate in Rs. 446.70 322.20 153.10
Contractor's profit and overhead charges Total for Rate per cum
2
14% 5
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
For lead beyond 30 km for every km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 5
cum
Rs:
Unit:
5 Rate in Rs. 446.70 322.20 153.10
Quantity 0.05 0.05 0.05 Total Rs:
cum
Rs:
cum Amount in Rs. 26.80 19.33 9.19 55.32 7.74 63.06 12.60 cum Amount in Rs. 22.34 16.11 7.66 46.11 6.46 52.57 10.50
CATEGORY : Cement/ Steel/ Pipes/ RCC poles/ AC & GI sheets/ Packed materials For total lead upto 1 km Sl No. 1 2
Unit:
Description Truck hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
For total lead more than 1 km upto 2 km Sl No. 1 2
Description Truck hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
For total lead more than 2 km upto 3 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
For total lead more than 3 km upto 4 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
For total lead more than 4 km upto 5 km Sl No. 1
Description Tipper hire charges Fuel charges
Unit Hour Hour
Quantity 0.15 0.15 0.15 Total Rs:
8 Rate in Rs. 414.10 322.20 153.10
tonne
Rs:
Unit:
8 Rate in Rs. 414.10 322.20 153.10
Quantity 0.21 0.21 0.21 Total Rs:
tonne
Rs:
Unit:
8 Rate in Rs. 446.70 322.20 153.10
Quantity 0.28 0.28 0.28 Total Rs:
tonne
Rs:
Unit:
8 Rate in Rs. 446.70 322.20 153.10
Quantity 0.34 0.34 0.34 Total Rs:
tonne Amount in Rs. 62.12 48.33 22.97 133.42 18.68 152.10 19.00 tonne Amount in Rs. 86.96 67.66 32.15 186.77 26.15 212.92 26.60 tonne Amount in Rs. 125.08 90.22 42.87 258.17 36.14 294.31 36.80 tonne Amount in Rs. 151.88 109.55 52.05 313.48
tonne
Rs:
43.89 357.37 44.70
Unit:
8 Rate in Rs. 446.70 322.20
tonne Amount in Rs. 178.68 128.88
Quantity 0.4 0.4
361
COM-LDLFT-2014-15 2
Crew charges
Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
0.4 Total Rs:
153.10
tonne
Rs:
For lead beyond 5 km upto 30 km for every km
Unit:
Sl No. 1
Quantity 0.06 0.06 0.06 Total Rs:
8 Rate in Rs. 446.70 322.20 153.10
2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
For lead beyond 30 km for every km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per tonne
14% 8
tonne
Rs:
Unit:
8 Rate in Rs. 446.70 322.20 153.10
Quantity 0.05 0.05 0.05 Total Rs:
tonne
Rs:
61.24 368.80 51.63 420.43 52.60 tonne Amount in Rs. 26.80 19.33 9.19 55.32 7.74 63.06 7.90 tonne Amount in Rs. 22.34 16.11 7.66 46.11 6.46 52.57 6.60
CATEGORY : PCC slabs/ Shahabad slabs/ BS slabs/ CC & Laterite blocks/ Wood For total lead upto 1 km Sl No. 1 2
Unit:
Description Truck hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
For total lead more than 1 km upto 2 km Sl No. 1 2
Description Truck hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
For total lead more than 2 km upto 3 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
For total lead more than 3 km upto 4 km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
For total lead more than 4 km upto 5 km Sl No. 1
Description Tipper hire charges
Unit Hour
Quantity 0.15 0.15 0.15 Total Rs:
3.4 Rate in Rs. 414.10 322.20 153.10
cum
Rs:
Unit:
3.4 Rate in Rs. 414.10 322.20 153.10
Quantity 0.21 0.21 0.21 Total Rs:
cum
Rs:
Unit:
3.4 Rate in Rs. 446.70 322.20 153.10
Quantity 0.28 0.28 0.28 Total Rs:
cum
Rs:
Unit:
3.4 Rate in Rs. 446.70 322.20 153.10
Quantity 0.34 0.34 0.34 Total Rs:
cum Amount in Rs. 62.12 48.33 22.97 133.42 18.68 152.10 44.70 cum Amount in Rs. 86.96 67.66 32.15 186.77 26.15 212.92 62.60 cum Amount in Rs. 125.08 90.22 42.87 258.17 36.14 294.31 86.60 cum Amount in Rs. 151.88 109.55 52.05 313.48
cum
Rs:
43.89 357.37 105.10
Unit:
3.4 Rate in Rs. 446.70
cum Amount in Rs. 178.68
Quantity 0.4
362
COM-LDLFT-2014-15
2
Fuel charges Crew charges
Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
0.4 0.4 Total Rs:
322.20 153.10
cum
Rs:
For lead beyond 5 km upto 30 km for every km
Unit:
Sl No. 1
Quantity 0.06 0.06 0.06 Total Rs:
3.4 Rate in Rs. 446.70 322.20 153.10
2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
For lead beyond 30 km for every km Sl No. 1 2
Description Tipper hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per cum
14% 3.4
cum
Rs:
Unit:
3.4 Rate in Rs. 446.70 322.20 153.10
Quantity 0.05 0.05 0.05 Total Rs:
cum
Rs:
Unit:
8000 Rate in Rs. 402.50 322.20 153.10
128.88 61.24 368.80 51.63 420.43 123.70 cum Amount in Rs. 26.80 19.33 9.19 55.32 7.74 63.06 18.50 cum Amount in Rs. 22.34 16.11 7.66 46.11 6.46 52.57 15.50
CATEGORY : water For total lead upto 1 km Sl No. 1 2
Description Water tanker hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
For total lead more than 1 km upto 2 km Sl No. 1 2
Description Water tanker hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
For total lead more than 2 km upto 3 km Sl No. 1 2
Description Water tanker hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
For total lead more than 3 km upto 4 km Sl No. 1 2
Description Water tanker hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
For total lead more than 4 km upto 5 km Sl No.
Description
Unit
Quantity 0.15 0.15 0.15 Total Rs:
litres
Rs:
Unit:
8000 Rate in Rs. 402.50 322.20 153.10
Quantity 0.21 0.21 0.21 Total Rs:
litres
Rs:
Unit:
8000 Rate in Rs. 402.50 322.20 153.10
Quantity 0.28 0.28 0.28 Total Rs:
litres
Rs:
Unit:
8000 Rate in Rs. 402.50 322.20 153.10
Quantity 0.34 0.34 0.34 Total Rs:
litres Amount in Rs. 60.38 48.33 22.97 131.68 18.44 150.12 18.80 litres Amount in Rs. 84.53 67.66 32.15 184.34 25.81 210.15 26.30 litres Amount in Rs. 112.70 90.22 42.87 245.79 34.41 280.20 35.00 litres Amount in Rs. 136.85 109.55 52.05 298.45
litres
Rs:
41.78 340.23 42.50
Unit:
8000 Rate in Rs.
litres Amount in Rs.
Quantity
363
COM-LDLFT-2014-15 1 2
Water tanker hire charges Fuel charges Crew charges
Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
0.4 0.4 0.4 Total Rs:
402.50 322.20 153.10
litres
Rs:
For lead beyond 5 km upto 30 km for every km
Unit:
Sl No. 1
Quantity 0.06 0.06 0.06 Total Rs:
8000 Rate in Rs. 402.50 322.20 153.10
2
Description Water tanker hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
For lead beyond 30 km for every km Sl No. 1 2
Description Water tanker hire charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 8000
litres
Rs:
Unit:
8000 Rate in Rs. 402.50 322.20 153.10
Quantity 0.05 0.05 0.05 Total Rs:
litres
Rs:
Unit:
3000 Rate in Rs. 414.10 322.20 153.10
161.00 128.88 61.24 351.12 49.16 400.28 50.00 litres Amount in Rs. 24.15 19.33 9.19 52.67 7.37 60.04 7.50 litres Amount in Rs. 20.13 16.11 7.66 43.90 6.15 50.05 6.30
CATEGORY : Bricks (as adopted by R&B(Buildings)) For total lead upto 1 km Sl No. 1 2
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 bricks
14% 3000
For total lead more than 1 km upto 2 km Sl No. 1 2
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 bricks
14% 3000
For total lead more than 2 km upto 3 km Sl No. 1 2
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 bricks
14% 3000
For total lead more than 3 km upto 4 km Sl No. 1 2
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 bricks
14% 3000
For total lead more than 4 km upto 5 km
Quantity 0.15 0.15 0.15 Total Rs:
bricks
Rs:
Unit:
3000 Rate in Rs. 414.10 322.20 153.10
Quantity 0.21 0.21 0.21 Total Rs:
bricks
Rs:
Unit:
3000 Rate in Rs. 414.10 322.20 153.10
Quantity 0.28 0.28 0.28 Total Rs:
bricks
Rs:
Unit:
3000 Rate in Rs. 414.10 322.20 153.10
Quantity 0.34 0.34 0.34 Total Rs:
bricks Amount in Rs. 62.12 48.33 22.97 133.42 18.68 152.10 50.70 bricks Amount in Rs. 86.96 67.66 32.15 186.77 26.15 212.92 71.00 bricks Amount in Rs. 115.95 90.22 42.87 249.04 34.87 283.91 94.60 bricks Amount in Rs. 140.79 109.55 52.05 302.39
bricks
Rs:
42.33 344.72 114.90
Unit:
3000
bricks
364
COM-LDLFT-2014-15
Sl No. 1 2
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 bricks
14% 3000
bricks
Rs:
For lead beyond 5 km upto 30 km for every km
Unit:
Sl No. 1
Quantity 0.06 0.06 0.06 Total Rs:
3000 Rate in Rs. 414.10 322.20 153.10
2
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 bricks
14% 3000
For lead beyond 30 km for every km Sl No. 1 2
COM-DTL-LDLFT-3
Quantity 0.4 0.4 0.4 Total Rs:
Rate in Rs. 414.10 322.20 153.10
Description Truck 10 T charges Fuel charges Crew charges
Unit Hour Hour Hour
Contractor's profit and overhead charges Total for Rate per 1000 litres
14% 3000
bricks
Rs:
Unit:
3000 Rate in Rs. 414.10 322.20 153.10
Quantity 0.05 0.05 0.05 Total Rs:
bricks
Amount in Rs. 165.64 128.88 61.24 355.76 49.81 405.57 135.20 bricks Amount in Rs. 24.85 19.33 9.19 53.37 7.47 60.84 20.30 bricks Amount in Rs. 20.71 16.11 7.66 44.48 6.23 50.71 16.90
Rs:
C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added) MORD -data 1 Loading of Lime, Aggregate, Stone Boulder, a) Loading Brick Aggregate, Kankar, Building Rubbish, Unit Quantity Rate Rs. Amount Rs. Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m Unit = cum Taking output = 5.5 cum Labour Head Mazdoor day 0.02 345.00 6.90 Mazdoor day 0.5 295 147.50 Total in Rs. 154.40 contractor's profit and overhead charges 14% 21.62 Rate per cum = Rs. 32.00 b) Unloading50% of the loading charges 16.00
Loading of Earth, Sand, Moorum, Manure, Flya Unit 2 a) Loading by manual means including a lead upto 30 m Unit = cum Taking output = 5.5 cum Labour Head Mazdoor day 0.01 Mazdoor day 0.25 Total in Rs. contractor's profit and overhead charges 14% Rate per cum =
Quantity
Rate Rs.
345.00 295
Amount Rs.
3.45 73.75 77.20 10.81 16.00
Rs.
b) Unloading50% of the loading charges 8.00 3 Loading of Bricks by manual means a) Loading including a lead upto 30 m Unit = 1000 Nos. Taking output = 2000 Nos a) Labour Head Mazdoor Mazdoor Cost for 2000 Nos. = contractor's profit and overhead charges 14% Rate per cum = 100% of loading charges b) Unloadingi.e., Rs. 4
Unit
day day
Quantity
0.01 0.25
Rate Rs.
345.00 295
Amount Rs.
3.45 73.75 77.20 10.81 44.00
Rs.
44.00
Loading of Cement by manual means
Unit
Quantity
Rate Rs.
Amount Rs.
365
COM-LDLFT-2014-15 a) Loading including a lead upto 30 m Unit = 1 t Taking output = 10 t a) Labour Head mazdoor Mazdoor Cost for 10 t = contractor's profit and overhead charges 14% Rate per 1 tonne =
day day
0.06 1.5
345.00 295
20.70 442.50 463.20 64.85 52.80
Rs.
b) Unloading100% of loading charges I.e 52.80 5 Loading of Structural Steel, Steel Bars by man Unit a) Loading including a lead upto 30 m Unit = 1 t Taking output = 10 t a) Labour head Mazdoor day Mazdoor day Cost for 10 t = contractor's profit and 14% overhead charges Rate per 1 tonne = 100% of loading charges b) UnloadingI.e., Rs.
COM-DTL-LDLFT-4
0.07 1.8
Rate Rs.
345.00 295
Amount Rs.
24.15 531.00 555.15 77.72 63.30
Rs.
63.30
6 Unit Loading of Bricks - 1000 Nos (Regular sizes a) Loading 225x140x70 mm) by manual means including Unit = 1000 Nos. Taking output = 2000 Nos. a) Labour head Mazdoor day Mazdoor day Cost for 2000 Nos. = contractor's profit and overhead charges 14% Rate per 1000 Nos. = 100% of loading charges b) UnloadingI.e., Rs.
Quantity
Quantity
0.01 0.25
Rate Rs.
345.00 295.00
Amount Rs.
3.45 73.75 77.20 10.81 44.00
Rs.
44.00
D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks ) 1 Loading of Lime, Aggregate, Stone Boulder, a) Loading Brick Aggregate, Kankar, Building Rubbish, Building Rubbish, Crushed Slag, Stone for Mas Unit Work by manual means including a lead upto 30 m Unit = cum Taking output = 5.5 cum a) Labour Head Mazdoor day Mazdoor day b) Machinery Truck 10t hour Cost for 5.5 cum = contractor's profit and overhead charges 14% Rate per cum = b) Unloading50% of the loading charges i.e.,
Quantity
Rate Rs.
Amount Rs.
0.02 0.5
345.00 295
6.90 147.50
0.5
889.40
444.70 599.10 83.87 124.20
Rs.
62.1
2 Loading of Earth, Sand, Moorum, Manure, Flya Unit a) Loading by manual means including a lead upto 30 m Unit = cum Taking output = 5.5 cum Labour Head Mazdoor day Mazdoor day b) Machinery Truck 10t hour Cost for 5.5 cum = contractor's profit and overhead charges 14% Rate per cum = b) UnloadingUnloading of Earth, Sand, Moorum, Manure, F Unit by manual means including a lead upto 30 m Unit = cum Taking output = 5.5 cum a) Labour Mate day Mazdoor(unskilled) day
Quantity
Rate Rs.
Amount Rs.
0.01 0.25
345.00 295
3.45 73.75
0.5
889.40
444.70 521.90 73.07 108.20
Rs. Quantity
0.005 0.125
Rate Rs.
345.00 295
Amount Rs.
1.73 36.88
366
COM-LDLFT-2014-15 b) Machinery Truck 10t Cost for 5.5 cum = contractor's profit and overhead charges Rate per cum =
hour
0.166
889.40
14%
Loading of Bricks by manual means 3 a) Loading including a lead upto 30 m Unit = 1000 Nos. Taking output = 2000 Nos a) Labour Mate Mazdoor(unskilled) b) Machinery Truck 10t Cost for 2000 Nos. = contractor's profit and overhead charges 14% Rate per 1000 bricks =
26.08 38.60
Rs.
Unit
Quantity
147.64 186.25
Rate Rs.
Total
day day
0.01 0.25
345.00 295
3.45 73.75
hour
0.33
889.40
293.50 370.70 51.90 211.30
Rs.
b) Unloading100% of loading charges i.e 211.30 4 Loading of Cement by manual means a) Loading including a lead upto 30 m Unit = 1 t Taking output = 10 t a) Labour Mate Mazdoor(unskilled) b) Machinery Truck 10t Cost for 10 t = contractor's profit and overhead charges 14% Rate per 1 tonne =
Unit
Quantity
Rate Rs.
Total
day day
0.06 1.5
345.00 295
20.70 442.50
hour
1
889.40
889.40 1352.60 189.36 154.20
Rs.
b) Unloading100% of loading charges i.e 154.20 5 Loading of Structural Steel, Steel Bars by man Unit a) Loading including a lead upto 30 m Unit = 1 t Taking output = 10 t a) Labour Mate day Mazdoor(unskilled) day b) Machinery Truck 10t hour Cost for 10 t = contractor's profit and overhead charges 14% Rate per 1 tonne =
Quantity
Rate Rs.
Total
0.07 1.8
345.00 295
24.15 531.00
1
889.40
889.40 1444.55 202.24 164.70
Rs.
b) Unloading100% of loading charges i.e 164.70 COM-DTL-LDLFT-5
E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)
COM-DTL-LDLFT-5-A
1 Loading of Lime, Aggregate, Stone Boulder, a) Loading Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry work by mechanical means including a lead upto 30 m Unit Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip. Unit = cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point Min ii) Loading by front end loader 1 cum bucket caMin @ 45 / 25 cum per hour iii) Manoevouring, reversing, dumping and turn Min for return iv) Waiting time, unforeseen contingencies, etcMin Total Min a) Machinery Tipper 10 t capacity hour Front end-loader 1 cum bucket capacity @ 45 chour per hour Cost for 5.5 cum = b) contractor's profit and overhead charges 14% Rate per cum = (a+b)/5.5
Quantity
Rate Rs.
Total
1 7.33 2 10.33 0.17 0.12
922.00 2848.50
158.74 347.99 506.73
Rs.
70.94 105.00
b) Unloadingsee below. COM-LDLFT-5-B
367
COM-LDLFT-2014-15 COM-DTL-LDLFT-5-B
2 Loading of Earth, sand, Moorum, Manure, Flyash, a) Loading by mechanical means including a lead upto 30 m Placing tipper at loading point, loading with front end loader excluding time for haulage and retu Unit Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip. Unit = cum Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point Min ii) Loading by front end loader 1 cum bucket caMin @ 45 / 25 cum per hour iii) Waiting time, unforeseen contingencies, etcMin Total Min a) Machinery Tipper 10 t capacity hour Front end-loader 1 cum bucket capacity @ 45 chour per hour Cost for 5.5 cum = b) contractor's profit and overhead charges 14% Rate per cum = (a+b)/5.5 b) UnloadingUnloading of Earth, sand, Moorum, Manure, Flyash, lime, Aggregate, Stone boulder, Brick aggregate, Kankar, Building rubbish, Manure, Crushed Sla Unit Flyash, Stone for Masonry work by mechanical means including a lead upto 30 m Placing tipper at unloading point, excluding time for haulage and return trip. Taking output = 5.5 cum Time required for i) Positioning of tipper at loading point Min ii) Loading by front end loader 1 cum bucket caMin @ 45 / 25 cum per hour iii) Waiting time, unforeseen contingencies, etcMin Total a) Machinery Tipper 10 t capacity hour Cost for 5.5 cum = b) contractor's profit and overhead charges 14% Rate per cum = (a+b)/5.5
COM-DTL-LDLFT-6
Quantity
Rate Rs.
Total
1 3.3 2 6.3 0.105 0.055
922.00 96.81 2848.50 156.67 253.48 35.49 52.50
Rs.
Quantity
Rate Rs.
Total
1 2 2 5 0.08
922.00 76.83 76.83 10.76 15.90
F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD FOR CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone / Size stone / Cut stone Lift : Upto 3.00 m This is the initial lift and forms integral part of the activities in the basic rate of work item. Lift charges are admissible only lifting effort beyond initial lift specified in the work item. Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT For additional lift of 1m beyond initial lift of 3 m one meter lift is taken equivalent to 6 meters lead average speed of conveyance by head load Round trip cycle time for 1.00 m considering 50 min/ hr working 1 x6x 60 / 50 / 60 ) No. of trips per day for lift 1.0 m above 3 m ( 8 x 60 / 0..12) Quantity of material by head load Quantity of material by head load per day ( 4000x 0.015 ) Deploy 1 mazdoor for every additional lift of 1.0 m beyond initial lift. Lift : Upto 3.00 m for materials under this Category Unit: Sl No. 1
Description 2 Mazdoor contractor's profit and overhead charges
Unit 3 Day
Quantity 4 1.00
60 m/minute 0.12 4000 0.015 60
min cum cum
60 Rate in Rs. 5 295.00
14% Total Rs: for 60 cum
cum Amount in Rs. 6 295.00 41.30
Rate per cum FOR CATEGORY: Cement bag / Reinforcement steel / Structural steel sections Lift : Upto 3.00 m This is the initial lift and forms integral part of the activities in the basic rate of work item. Lift charges are admissible only lifting effort beyond initial lift specified in the work item.
336.30 5.60
Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT For additional lift of 1m beyond initial lift of 3 m one meter lift is taken equivalent to 6 meters lead average speed of conveyance by head load Round trip cycle time for 1.00 m considering 50 min/ hr working
25 m/minute
368
COM-LDLFT-2014-15 1 x6x 60 / 50 / 25 ) 0.29 min No. of trips per day foradditional lift 1.0 m above 3 m ( 8 x 60 / 0.29) 1655 Quantity of material by head load 50 kgs Quantity of material by head load per day ( 1655x50x 0.015 ) 83 tons Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor Lift : Upto 3.00 m for materials under this Category Unit: 83 TONS Rate Amount Sl No. Description Unit Quantity in Rs. in Rs. 1 2 3 4 5 6 Mazdoor Day 1.00 295.00 295.00 contractor's profit and overhead charges 14% 41.30 Total Rs: for 83 Tonnes 336.30 Rate per tonne 4.10 FOR CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood Lift : Upto 3.00 m This is the initial lift and forms integral part of the activities in the basic rate of work item. Lift charges are admissible only lifting effort beyond initial lift specified in the work item. Lift : ADDITIONAL LIFT CHARGES FOR EACH 1 METER LIFT BEYOND 3 M INITIAL LIFT For additional lift of 1m beyond initial lift of 3 m one meter lift is taken equivalent to 6 meters lead average speed of conveyance by head load 40 m/minute Round trip cycle time for 1.00 m considering 50 min/ hr working 1 x6x 60 / 50 / 40 ) 0.18 No. of trips per day for lift 1.0 m ( 8 x 60 / 0.18 ) 2667 Quantity of material by head load 0.017 Quantity of material by head load per day ( 1667x 0.018 ) 45 Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor Lift : Upto 3.00 m for materials under Category Sl No. 1
Description 2 Mazdoor contractor's profit and overhead charges
Rate per cum
Unit: Unit 3
Day 14% Total Rs: for 45 cum
Quantity 4 1.00
45 Rate in Rs. 5 295.00
min cum cum
cum Amount in Rs. 6 295.00 41.30 336.30 7.50
369
Hire Charges- for the year 2014-15
HIRE CHARGES OF MACHINERY FOR THE YEAR : 2014-15 S.No
1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
Description of machinery
2 Agitator car / Transit mixer 2 cum Air compressor 5 cmm ( electric ) Air compressor 7 cmm ( diesel ) Air compressor 7 cmm ( electric ) Air compressor 8.5 cmm ( diesel Air compressor 8.5 cmm ( electric) Air compressor 15 cmm ( electric) Angle Dozer 90 hp Batching plant 0.5 cum( 6 cum/hr) Batching plant 2 x 1.00 cum(15 cum/hr) Batching plant 2 x 1.50 cum(50 cum/hr) Bending machine 3000 x 12 mm Clamp shell and hoisting ropes Concrete bucket 1.5 cum Concrete hand mixer 45 / 30 ltr Concrete mixer 300 / 200 ( diesel) Concrete mixer 300 / 200 ltr ( electric) Concrete mixer 600 / 400 ( diesel) Concrete mixer 600 / 400 ltr ( electric Concrete paver 100 sqm / hr Convey mucker Core drilling machine Diesel generating set 30 KVA Diesel generating set 50 KVA Diesel Loco 45 hp Dewatering pump 5 hp ( diesel ) Dewatering pump 5 hp ( electric ) Dewatering pump 10 hp ( diesel ) Dewatering pump 10 hp ( electric Dewatering pump 20 hp ( diesel ) Dewatering pump 20 hp ( electric Drifter Drilling jumbo Dumper 4.5 cum Geophysical Electric resistivity meter Grouting pump Guniting / sand blast equipment Ice plant & accessories 30 t / day Jack hammer Needle vibrator 40 mm ( petrol ) Needle vibrator 40 mm ( electric ) Needle vibrator 60 mm ( petrol ) Needle vibrator 60 mm ( electric ) Planing machine 4 m stroke Plate shearing machine upto 12 mm Pneumatic placer 0.5 cum Pneumatic tamper Pug cutting machine Pusher leg Road roller diesel 10 t
Unit
3 Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
Hire charge Fuel Crew in Rs charge in Charge Rs in Rs. 4 758.40 108.30 241.30 131.90 275.60 170.80 138.80 1715.50 114.60 405.40 518.10 42.60 5.40 15.80 5.50 53.50 51.70 92.70 91.00 356.50 822.80 319.00 65.80 85.10 381.60 10.20 3.00 15.20 6.70 48.30 12.30 322.70 368.40 580.70 99.00 24.90 110.10 170.20 19.80 7.60 8.00 8.20 9.70 117.80 41.90 171.10 20.70 6.40 12.70 197.20
5 937.80 256.80 767.30 342.40 959.10 428.00 951.20 656.00 114.10 342.40 418.50 114.10 0.00 0.00 0.00 85.30 38.00 170.50 76.10 0.00 264.80 255.80 682.00 1023.00 575.40 85.30 38.00 170.50 76.10 341.00 152.20 0.00 46.00 429.70 0.00 38.00 0.00 1084.30 0.00 21.50 7.60 32.20 11.40 114.10 152.20 0.00 0.00 3.80 0.00 767.30
6 244.90 142.40 182.20 142.40 182.20 142.40 151.80 204.10 293.80 293.80 293.80 113.90 0.00 0.00 0.00 189.80 189.80 189.80 189.80 364.40 151.80 244.90 113.90 113.90 142.40 96.10 72.10 96.10 72.10 96.10 72.10 306.20 151.80 195.90 0.00 227.80 189.80 113.90 284.70 136.60 136.60 136.60 136.60 182.20 122.50 75.10 227.80 0.00 0.00 182.20
Total in Rs 7 1941.10 507.50 1190.80 616.70 1416.90 741.20 1241.80 2575.60 522.50 1041.60 1230.40 270.60 5.40 15.80 5.50 328.60 279.50 453.00 356.90 720.90 1239.40 819.70 861.70 1222.00 1099.40 191.60 113.10 281.80 154.90 485.40 236.60 628.90 566.20 1206.30 99.00 290.70 299.90 1368.40 304.50 165.70 152.20 177.00 157.70 414.10 316.60 246.20 248.50 10.20 12.70 1146.70
370
Hire Charges- for the year 2014-15
HIRE CHARGES OF MACHINERY FOR THE YEAR : 2014-15 S.No
Description of machinery
Unit
Hire charge Fuel Crew in Rs charge in Charge Rs in Rs.
1 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
2 Shovel 0.50 cum 75 hp Shovel 0.85 cum 110 hp Stationery derric crane Tipper 5 cum Tipping tub 1.5 cum Tower crane 5 tonne Transformer 250 KVA Truck 10 t Truck mounted derric crane 5 t Upright drilling machine/Grinder Ventilation fan 20 hp Vibratory pad foot roller 8 t Wagon drill Water tanker 8000 ltr Welding set Winch 35 hp ( electric ) Tractor with 2T roller
3 Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour Hour
4 1003.10 1706.60 86.10 446.70 64.20 867.10 5041.00 414.10 519.70 22.50 11.50 1342.20 188.50 402.50 16.00 129.40
5 511.50 937.80 0.00 322.20 0.00 197.80 0.00 322.20 322.20 38.00 152.20 1108.30 0.00 322.20 91.30 186.40
6 204.10 204.10 0.00 153.10 0.00 163.30 0.00 153.10 153.10 171.60 24.90 227.80 244.90 153.10 0.00 227.80
Total in Rs 7 1718.70 2848.50 86.10 922.00 64.20 1228.20 5041.00 889.40 995.00 232.10 188.60 2678.30 433.40 877.80 107.30 543.60 345.00
Hydraulic Truck Crane 30T Hydraulic Truck Crane 16T
Hour Hour
3096.80 2278.10
118.80 75.00
454.30 454.30
3669.90 2807.40
71
Heavy Duty Airless Spray Painting Equipment
Hour
121.40
121.40
371
