Pune PWD DSR 2016-17

GOVERNMENT OF MAHARASHTRA

PUBLIC WORKS DEPARTMENT

PUBLIC WORKS REGION, PUNE (Pune, Kolhapur, Sangli, Satara, Solapur) SCHEDULE OF RATES 2016-2017

Rights of publications, translations and copying are reserved with P.W. Region Pune

1

Contents GENERAL NOTES .................................................................................................................................... 4 Bd-A : Excavation .............................................................................................................................. 12 Bd-B : Pile Foundation....................................................................................................................... 18 Bd-C : Structural Steel Work ............................................................................................................. 23 Bd-E : Plain Cement Concrete .......................................................................................................... 25 Bd-F : Reinforcement Cement concrete ........................................................................................... 28 Bd-G : Brick Work .............................................................................................................................. 73 Bd-H : Stone Masonry ....................................................................................................................... 76 Bd-I : Cement Concrete Block Masonry ........................................................................................... 79 Bd-J : Water Proofing ........................................................................................................................ 80 Bd-K : Expansion Joint ....................................................................................................................... 84 Bd-L : Plastering and Pointing ........................................................................................................... 86 Bd-M : Paving,Flooring and Dado ..................................................................................................... 91 Bd-N : Wood finish .......................................................................................................................... 104 Bd-O : Oil Painting ........................................................................................................................... 106 Bd-P : Colour,white washing,distempering..................................................................................... 110 Bd-Q : Wood work........................................................................................................................... 112 Bd-R : Roofing and ceiling ............................................................................................................... 115 Bd-T : Doors and windows .............................................................................................................. 129 Bd-U : Iron Work ............................................................................................................................. 149 Bd-V : Water supply and sanitory fittings ....................................................................................... 150 Bd-W : Miscellaneous ..................................................................................................................... 178 CD

: Cross Drainage Works .......................................................................................................... 189

MORT & H Bituminous Construction .............................................................................................. 194 Rd: Road Furniture .......................................................................................................................... 229 BR

: Bridge Works ........................................................................................................................ 249

MORTH

: Bridge Works................................................................................................................ 301

Road & Bridge Maintenance ............................................................................................................... 310 SUR: Survey ......................................................................................................................................... 313 MATERIAL RATES ............................................................................................................................... 327 MACHINERY RATES ............................................................................................................................ 383 LABOUR RATES ................................................................................................................................... 390 Vigilance & Quality Control Circle ....................................................................................................... 394 2

BuildingTesting Frequency .................................................................................................................. 403 Bridge -Testing frequency ................................................................................................................. 408 STATEMENT C-1 (2016-2017).............................................................................................................. 409 Transportation Of Material ................................................................................................................. 411 STATEMENT -C-2 ................................................................................................................................. 417 CEMENT CONSUMPTION .................................................................................................................... 418 MATERIAL REQUIREMENTS FOR U.C.R. MASONARY ................................................................... 419 MATERIAL REQUIREMENTS FOR CEMENT PLASTERING & POINTING ....................................... 420 ASPHALT CONSUMPTION.................................................................................................................... 421 Modern Machinery............................................................................................................................. 440 BLOCK ESTIMATE RATES.................................................................................................................... 445

3

GENERAL NOTES 1

Schedule of Rates prepared for the year 2016-17 is Operative from 1st July 2016 and applicable for Pune, Solapur, Kolhapur, Sangli, and Satara District.

2

For the rates in Corporation area, Notified Tribal area, Hilly inaccessible areas, & Central Jail premises, Mental Hospital premises an increase of percentages over the normal schedule of rates (Basic completed item Rates) prescribed for the year 2016-17 are as follows: 1

Corporation Areas

5%

2

Sugarcane factory area (within 10 Km. radius )

5%

3

Notified Tribal Areas

10%

4

Notified Hilly / Inaccessible areas

10%

5

Inside Premises of Central Hospital,Raj

Bhavan ,

Jail,

Yerawada

Mental

15%

Prison ,

Yerawada Printing press..

Issue rates of Schedule „A‟ materials for above notified area shall be increased by respective percentage. The above percentage should be applied on the cost of items after deducting the cost of Specified materials, if issued on Schedule 'A'. The Superintending Engineers should Specify the sugar factory areas under their circles after ascertaining working condition of the Sugar factory. The Hilly / inaccessible areas in Western Ghat Region for Public Works Region, Pune are identified as below: Sr.No.

District

1

Pune

2

Solapur

3

Sangli

4

Satara

5

Kolhapur

Hilly/ Inaccessible areas

Government Resolution, Planning Department No.DVK/1089/P-66/Y-19 Dated 23-11-1990 & 13-06-2003

The works which are pertaining to inside premises of central jail, Mental Hospital, Raj Bhavan , Yerawada Prison , Yerawada 4

Printing press as well as in corporation area, an increase of percentage over normal scheduled rates shall be considered both simultaneously e.g. If central jail is situated in corporation area an increase of 5% for corporation area and 15% for jail premises total 20% shall be considered. For other works the increase in rates as above shall be applicable one time only. 3.

Schedule of rates is based on the following basic rates of materials: Sr.No

Material

Basic rate for 2016-17

A

Cement

Rs.5,400 / M.T.

B

Mild Steel

Rs.35,000 / M.T.

C

Tor Steel(H.Y.S.D)

Rs. 35,500 / M.T.

D

Structural Steel

Rs.39,000 / M.T.

E

TMT-FE-500

Rs.37,000 / M.T.

F

Tubular Steel

Rs.43,000 / M.T.

H

High Tensile Steel

Rs.65,500 / M.T.

I

Bitumen VG-30 (Packed)

Rs.36,717 / M.T. Ex. Refinery Mumbai

J

Bitumen VG-10 (Packed)

Rs.35,691/ M.T. Ex. Refinery Mumbai

K

Bitumen VG-40 (Bulk)


L



M



N

Bitumen Emulsion


4

TAXES AND GOVT. CIRCULARS

4.1

VAT, LBT & SALES TAX f o r m a t e r i a l s are not considered separately in the rate abstract as market rate includes VAT, LBT. AND SALES TAX.

4.2

Turn over tax is not considered in the Rate Abstract.

4.3

i) As per Govt. circular No. DSR- 1090/ CR-6453/ PLN-3 Dt.14-7-1993, 5

1% for labour amenity is considered in Rate Abstract. ii) As per G.R. of Industries and power Department No.BCA-2009/CR-108/ Labour 7-A dated 17-06-2010, 1% cess for labour welfare is considered in the Rate Abstract. iii)As per revised

circular issued

by Dy. Directorate of Insurance

Maharashtra State vide letter No.क्र. प्रविनी - 2314 / देयक कपात रक्कम / संवकर्ण / अवि-3 वदनांक-31-03-2015 Insurance towards labour is considered in rate abstract of DSR items. The contractor shall produce the labour insurance policy, else following amount will be deducted from his first R. A. Bill. a) Work value upto 25.00 Lakhs - 0.50% b) Work value above 25.00 Lakhs - 1.00 %

As overhead charges are inclusive of insurance, hence insurance charges will not be reimbursed . 4.4

4.5

4.6

4.7

Service Tax on labour component shall be added in the "Recapitulation sheet" of the estimate where ever applicable, for Government Building work. This Service Tax shall be reimbursed to contractor if contractor produces documentary evidence for particular work as regard payment made by him towards Service Tax to the Government . As per Government of Maharashtra, Revenue and Forest Departments Gazette No.67 Dtd.15 May 2015, States that the Royalty charges of Rs.400/Brass( i.e. Rs.141.34/Cum.) are considered. In DSR for items of supply of Rubble, Murum, soil, 60mm/40mm metal (Hand broken), royalty charges are not included in the rates. Royalty charges shall be separately considered while preparing estimate and shall be part of tender. In Future if the Rates of Royalty charges are revised by the Revenue Department, The difference in Royalty charges shall be considered while preparing the estimate. As Royalty charges for bricks, sand and crushed metal are already paid by the quarry owner/manufacturer, same shall not be considered in the rate analysis while preparing the estimate. The basic rates of materials are as per mainproducers / suppliers at their respective date of implementation of D.S.R; which excise, CST, BST, LBT, Terminal TAX, except for Bitumen.

the Rates charged by points of supply, as on includes all taxes such VAT, Educational Tax

the the as etc.

The rates of bulk/packed bitumen, bitumen emulsion adopted for the 6

items of bituminous works are based on the rates prevailing on 16thApril 2016 at ex-Refinery Mumbai. The rates are inclusive of excise duty of 14% and VAT 12.50%. Subsequent increase/ decrease, if any, in these rates shall be accounted for in the rate analysis of the items while framing the estimate. 5

Leads and lifts

5.1

Rates for transportation of material by Truck from different leads have been worked out as per table given by National Building Organization.The cost per trip shown in statement „C‟, also includes charges of running empty vehicle for return trip. For calculation of transportation charges rates tabulated in material master for following items are considered in the formula. a) Mazdoor

b) Diesel

c) Mobile Oil

d) Truck

5.2

For calculation of pay load factor a truck of 10M.T. capacity is considered.

5.3

The rates worked out in the Rate Abstract includes initial lead of 50m for all completed items. Actual lead charges are to be added for items while framing the estimate wherever applicable.

5.4

Lead charges for various materials are given in statement C-1 and these are inclusive of loading and unloading charges. Hence loading and unloading charges shall not be considered separately. a) Rate of transportation of bulk bitumen from Ex-refinery is Rs. 5.00 per M.T./ km. Rate of heating and unloading bulk bitumen is Rs. 110.00/ M.T.

5.5

The Basic rates for all quarrying materials such as Rubble, boulders, aggregates, sand, murum, selected earth etc. are taken as rates at quarry with lead of 50 mtr. (Head load lead which is not to be deducted from lead)

7

5.6 For items of buildings having ground plus upper floors rate shall be increased as follows for the floor lift. Sr.No.

Floor

Percentage increase

i)

Ground floor

Nil

ii)

First floor

1.00%

iii)

Second floor

2.00%

iv)

Third floor

3.00%

v)

Fourth floor

4.00%

vi)

Fifth floor

5.00%

vii)

Sixth floor

6.00%

viii)

Seventh floor and above

7.00%

Ground floor is the floor having height 3.80 m above average ground level. The floor to floor height of 3.80 mtrs. is considered for the purpose of lift charges. For floor to floor height more than 3.80 mtrs. the percentage increase for the upper floor shall apply. The increase in rates as above should be on ground floor basic rates only. No cumulative increase shall be done. Items to be carried out above terrace such as water proofing treatment on terrace, water storage tank, parapet wall with coping, Stair-case, lift room with slabs and water proofing treatment, plastering, painting etc. required for the completion of building are assumed to be the items of its lower floor. 5.7

Additional lift for various, bridge items shall be as per list given below. Rate shall be increased by percentage given below. Lift is to be measured with respect to common datum level which will be specified in tender document/estimate. a)For raft foundation, the datum level shall be raft top. b) For Piers, Abutment, Returns, wing walls, pier cap, slab, Box Returns, average bed level shall be the datum i) Additional Lift upto 4.00 m. above datum level. - Nil. ii) For every additional 2m. height or depth beyond 4.00 m from Datum- 3.50%

8

6 6.1

General Guidelines. The contents of D.S.R. Annexure are as follows :Statement A-1 - Material Master.(Basic rates of materials) Statement A-2 - Labour Master Statement A-3 - Machinery Master.

6.2

References of PWD standard specification / M.O.R.T.& H. specification are mentioned in schedule of rates.

6.3

The D S R of Environmental Engineering Organization (EEO) / M.J.P. is to be adopted for water supply and sanitary works, which are not included in this DSR.

6.4

For cost towards procurement and temporary storage of water for construction purpose necessary provisions are made in Rate abstract.

6.5

Machinery hire charges rates are as per market rates and rates of Irrigation Department.

6.6

The rates for items pertaining to Parks & Gardens shall be taken from the DSR of, Parks & Gardens.

6.7

The dewatering rates mentioned in bridge sections includes post monsoon flow of River/Nalla sand general seepage of water only, and does not include provision of cofferdam, caging etc. In Specific conditions, if cofferdam, caging etc. are felt essential for dewatering then separate R.A. for that particular site may be prepared and shall be got approved from Superintending Engineer.

6.8

For items of excavation, foundation concrete and masonry etc. For C.D. works, rates shall be adopted from corresponding items under respective building sections.

6.9

For scaffolding work required to be erected for carrying out repairing work on external faces of building at various heights (viz. Repairs to chajja, external plastering, painting etc.). The rate of respective item shall be increased by 1% provided the work is carried out by erecting scaffolding. For specific cases rate analysis shall be got approved from concerned Superintending Engineer

6.10

For excavation purpose, manual & mechanical means are proposed, when the quantity of excavation more than 100 Cu.Mt. Excavation by mechanical means shall invariably be considered.In case the quantity of the excavation is less than 100 cu.m, excavation by manual means is to be 9

proposed with prior permission of Superintending Engineer. 6.11 All concrete items considered in D.S.R. are inclusive of normal concrete curing system. 6.12

For building works costing more than Rs.500 lakhs, separate item for intelligent concrete curing system shall be added in estimate.

6.13

If materials are to be supplied by Department under Schedule “A” of contract, the rate at which the materials will be charged to the Agency shall be based at D.S.R. Rate or prevailing stock issue rate, which ever is more. The schedule A rates should not be less than those mentioned in material master.

6.14

No Concrete Mix from R.M.C. Plants shall be used for concrete works without prior permission of Superintending Engineer.

6.15

Rates of the items using modern machineries with features mentioned below are worked out including cost of machineries and features therein. For any machineries and features mentioned below separate cost shall not be added in rate analysis .Salient features of the modern machineries are as specified under Annexure-Modern Machinery. (Attached in DSR)

7

Maintanance of roads and Bridges In this schedule of rate maintenance of Road and Bridges rates are included. Items in this section shall be included in original estimate applicable for the works costing more than Rs 200.00 Lacs.

8 8.1

Testing Of Material Laboratory testing charges are not considered in the Rate Abstract. Where ever required separate item shall be taken in the estimate for material testing charges, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, Pune for the current year and shall form part of tender.

8.2 The job mix design for of Concrete of all Grade shall be done on site and shall be approved by Engineer-in-charge. Testing of 30% cube sets shall be mandatorily done from VQCC Laboratory.

10

8.3 Job Mix of GSB, WMM, Bituminous concrete, bituminous macadam, dense bituminous macadam etc. shall be done on site and shall be approved by Engineer-in-charge. 8.4 In case of Job Mix Design if Engineer -in-Charge desires, Mix design/ Job mix design may be obtain from any recognized / NABL approved Laboratory or VQCC Laboratory in Maharashtra. 8.5

For Specific tests like span load tests, plate / pile load test etc. which are not included in the rate analysis of item, the rates for these tests will be prepared on the basis of rates approved by M.E.R.I. /any competent Institute of Govt. of Maharashtra or Govt. of India.

11

I.No.

Code

Description

Unit

Rate

DSR For PUNE for Year 2016-2017 Category : Sr. No &

Building

Sub Category

Description Of Items

Bd-A : Excavation Unit

Item Code

Rate For 2016-2017 Complete Labour

1ia/1 BDA 1..

Excavation for foundation in earth, soil Cu.Mt. of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)By Manual Means Spec. No.: Bd.A.1 Page No. 259

175.00

175.00

1ib/1 BDA 1

Excavation for foundation in earth, soil Cu.Mt. of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)By Mechanical Means Spec. No.: Bd.A.1 Page No. 259

112.00

52.00

1 ii a / 1 BDA 1.

Excavation for foundation in earth, soils Cu.Mt. of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 meters beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m)By Manual Means Spec. No.: Bd.A.1 Page No. 259

185.00

185.00

1 ii b / 1 BDA 1

Excavation for foundation in earth, soils Cu.Mt. of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

125.00

75.00

12

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd.A.1 Page No. 259 2ia/1 BDA 2

Excavation for foundation in hard Cu.Mt. murum including removing the excavated materials upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m)By Manual Means Spec. No.: Bd.A.2 Page No. 259

185.00

185.00

2ib/1 BDA 2

Excavation for foundation in hard Cu.Mt. murum including removing the excavated materials upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m)By Mechanical Means Spec. No.: Bd.A.2 Page No. 259

125.00

65.00

2 ii a / 1 BDA 2

Excavation for foundation in Hard Cu.Mt. murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m)By Manual Means Spec. No.: Bd.A.2 Page No. 259

210.00

210.00

2 ii b / 1 BDA 2

Excavation for foundation in Hard Cu.Mt. murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.)By Mechanical Means Spec. No.: Bd.A.2 Page No. 259

135.00

75.00

3ia/1 BDA 3

Excavation for foundation in Hard Cu.Mt. murum and boulders including removing the excavated materials upto a distance 50 metres, beyond the building area and stacking and spreading as directed dewatering preparing the bed for the

225.00

225.00

13

I.No.

Code

Description

Unit

Rate

foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.)By Manual Means Spec. No.: Bd.A.3 Page No. 259 3ib/1 BDA 3

Excavation for foundation in Hard Cu.Mt. murum and boulders including removing the excavated materials upto a distance 50 metres, beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.)By Mechanical Means Spec. No.: Bd.A.3 Page No.259

138.00

80.00

3 ii a / 1 BDA 3

Excavation for foundation in Hard Cu.Mt. murum and boulders including removing the excavated materials upto a distance of 50 metres, beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.)By Manual Means Spec. No.: Bd.A.3 Page No. 259

230.00

230.00

3 ii b / 1 BDA 3

Excavation for foundation in Hard Cu.Mt. murum and boulders including removing the excavated materials upto a distance of 50 metres, beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.)By Mechanical Means Spec. No.: Bd.A.3 Page No. 259

155.00

90.00

4ia/1 BDA 4

Excavation for foundation in Soft rock Cu.Mt. and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete (Lift upto 1.5m)By Manual Means Spec. No.: Bd.A.4 Page No. 259

505.00

505.00

14

I.No.

Code

Description

Unit

Rate

4ib/1 BDA 4

Excavation for foundation in Soft rock Cu.Mt. and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete (Lift upto 1.5m)By Mechanical Means Spec. No.: Bd.A.4 Page No. 259

305.00

260.00

4 ii a / 1 BDA 4

Excavation for foundation in Soft rock Cu.Mt. and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 meters beyond the building area and stacking as directed, including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.)By Manual Means Spec. No.: Bd.A.4 Page No. 259

520.00

520.00

4 ii b / 1 BDA 4

Excavation for foundation in Soft rock Cu.Mt. and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means Spec. No.: Bd.A.4 Page No. 259

345.00

260.00

5a/1 BDA 5

Excavation for foundation in Hard rock Cu.Mt. by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated materials and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth murum watering ramming, complete. (Lift upto 1.5m) Spec. No.: Bd.A.5 Page No. 259

760.00

600.00

5b/1 BDA 5

Excavation for foundation in Hard-rock Cu.Mt. by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated materials and stacking it in measurable heaps within a

820.00

600.00

15

I.No.

Code

Description

Unit

Rate

distance of 50 metres from the building area including dewatering and back filling with available earth murum watering, ramming complete. (Lift from 1.5m To 3.0 m) Spec. No.: Bd.1.5 Page No. 259 Excavation for foundation in Hard-rock Cu.Mt. 6/1 BDA 5 B1 by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated materials and stacking it in measurable heaps within a distance of 50 metresfrom the building area including dewatering and back filling with available earth soil murum watering, ramming etc. complete.(Lift upto 1.5m) Spec. No.: Bd.A.5 Page No. 259

920.00

655.00

7/1 BDA 6

Excavation for foundation in Hard rock Cu.Mt. by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum ramming, watering etc. complete. (Lift upto 1.5m).Spec. No.: Bd.A.6 Page No. 260

1060.00

925.00

8/1 BDA 7

Excavation for foundation in laterite Cu.Mt. rock (soft or hard,) including trimming and levelling the bed for the foundation, removing the excavated materials upto a distance of 50 metres beyond the building area, stacking as directed dewatering and back filling with available murum, ramming watering etc. complete. (Lift upto 1.5 m.) Spec. No.: Bd.A.7 Page No. 260

640.00

475.00

9/1 BDA 10

Filling in plinth and floors with approved Cu.Mt. excavated materials in 15 cm to 20 cm layers including watering and compaction complete. Spec. No.: Bd.A.10 Page No. 262

72.00

72.00

10 / 1 BDA 11

Filling in plinth and floors with Cu.Mt. contractors soil sand or murum in 15 cm to 20cm, layers including watering and compaction complete. Spec. No.: Bd.A.11 Page No. 263

310.00

85.00

11 / 1 BDA 12

Providing dry/ trap/ granite/ quartzite/ Cu.Mt. gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting complete. Spec. No.: Bd.A. 12 Page No. 264

835.00

176.00

16

I.No.

Code

Description

Unit

Rate

12 / 1 BDA 13

Providing and filling in the foundation Cu.Mt. with sand of approved quality including watering, compaction complete. Spec. No.: Bd.A.13 Page No. 264

1550.00

200.00

13 / 1 BDA

Providing soling using 80 mm size trap Cu.Mt. metal in 15 cm. layer including filling voids with Crushed sand/grit ramming, watering complete. Spec : As directed by Engineer In Charge

825.00

240.00

17

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-B : Pile Foundation Unit Rate For 2016-2017

Item Code

Complete Labour

1/2 Bd-B

Providing M-20 RCC cast in situ single R.Mt. rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement, compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge.

565.00

119.00

2/2 Bd-B

Providing M-20 RCC cast in situ single R.Mt. rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge.

725.00

119.00

3/2 Bd-B

Providing M-20 RCC cast in situ single R.Mt. rim bored pile of 380 mm dia.each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.:As directed by Engineer in charge.

1010.00

119.00

4/2 Bd-B

Providing M-20 RCC cast in situ single R.Mt. rim bored pile of 450 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete

1340.00

119.00

18

I.No.

Code

Description

Unit

Rate

etc. complete. Spec. No.: As directed by Engineer in charge. 5/2 Bd-B


1865.00

119.00

6/2 Bd-B


2365.00

119.00

7/2 Bd-B


595.00

119.00

8/2 Bd-B

Providing M-25 RCC cast in situ single R.Mt. rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge.

785.00

119.00

19

I.No.

Code

Description

Unit

Rate

9/2 Bd-B


1120.00

119.00

10 / 2 Bd-B


1510.00

119.00

11 / 2 Bd-B

Providing M-20 RCC cast in situ double R.Mt. rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge.

595.00

119.00

12 / 2 Bd-B


855.00

119.00

13 / 2 Bd-B

Providing M-20 RCC cast in situ double R.Mt. rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata

1265.00

119.00

20

I.No.

Code

Description

Unit

Rate

except rock,excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge. 14 / 2 Bd-B


1775.00

119.00

15 / 2 Bd-B


630.00

119.00

16 / 2 Bd-B


935.00

119.00

17 / 2 Bd-B

Providing M-25 RCC cast in situ double R.Mt. rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete.

1420.00

119.00

21

I.No.

Code

Description

Unit

Rate

Spec. No.: As directed by Engineer in charge. 18 / 2 Bd-B


2010.00

119.00

19 / 2 Bd-B

Providing M-25 RCC cast insitu double R.Mt. rim bored pile of 535 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge.

2925.00

119.00

20 / 2 Bd-B

Providing M-25 RCC cast insitu double R.Mt. rim bored pile of 600 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing reversible drum type concrete mixer concrete by tremie arrangement compaction of concrete etc. complete. Spec. No.: As directed by Engineer in charge.

3850.00

119.00

22

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-C : Structural Steel Work Unit

Item Code

Rate For 2016-2017 Complete

Labour

1/3 BDC 2

Providing and fabricating structural steel M.T. work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. Spec. No.: Bd.C.2 Page No. 275

58900.00

7144.00

2/3 BDC 3

Providing and fabricating structural steel M.T. work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting complete. Spec. No.: Bd.C.3 Page No. 275

56500.00

5544.00

3/3 BDC 6

Providing structural steel work in single M.T. stanchions com-posed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two coats of oil painting etc. complete Spec. No.: Bd.C.6 Page No. 277

56950.00

6086.00

4/3 BDC 8

Providing structural steel work in M.T. trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two coats of oil painting etc. complete. Spec. No.: Bd.C.8 Page No. 278

67000.00 16261.00

23

I.No.

Code

Description

Unit

Rate

5/3 BDC

Providing and fixing 50 mm. dia. medium Sq.Mt. class G.I.pipe gate with wicket gate of approved drawing with all fixtures & fittings in two leaves with strong hold fast embedded in c.c. block at top & bottom with locking arrangement including cutting, bending, making holes and with one coat of primer complete. Spec. No.: As directed by Engineer in charge.

3850.00

6/3 BDC

Providing and erecting structural steel M.T. for sakav with all bracing gusset plates etc. as per detailed design and drawing or as directed including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/welded connection and oil painting with two coats complete. Spec. No.: As directed by Engineer in charge.

78500.00 16759.00

7/3 BDC

Providing, hoisting and fixing in position M.T. mild steel Tubular Trusses of required span as per drawing and design including purlins, wind bracing, runners, gusset plates foundations bolts including painting three coats of oil paint approved quality and shade, scaffolding etc. complete as per ISI specifications. Spec. No.: B-18 Page No. 78

67000.00 16346.00

8/3 BDC

Providing Gas or Electrical welding for Cm. structural steel section, plates as per detailed drawing. For less than 10 mm thick section. Spec. No.: B.18, Page No 78

24

6.50

1790.00

4.00

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-E : Plain Cement Concrete Unit

Item Code


1a/4 BDE 1

Providing and laying in situ, cement Cu.Mt. concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer, with natural sand. Spec. No.: Bd. E. 1 Page No. 287

3700.00

885.00

1b/4 BDE 1

Providing and laying in situ, cement Cu.Mt. concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer With crushed sand. Spec. No.: Bd. E. 1 Page No. 287

3550.00

885.00

2ia/4 BDE 2

Providing and casting in situ cement Cu.Mt. concrete M-15 of trap / granite / quartzite / gneiss metal for steps including centering, formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete,with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer ... With natural sand. Spec. No.: Bd.E.2 Page No. 288 and B.7 Page No 38

5120.00

885.00

2ib/4 BDE 2

Providing and casting in situ cement Cu.Mt. concrete M-15 of trap / granite / quartzite / gneiss metal for steps including centering, formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete,with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer .. With Crushed sand. Spec. No.: Bd.E.2 Page No. 288 and B.7 Page No 38

5020.00

885.00

2 ii a / 4 BDE 2

Providing and casting in situ cement Cu.Mt. concrete M-20 of trap/ granite/ quartzite/ gneiss metal for steps including centering, formwork, compacting, roughening them if

5480.00

885.00

25

I.No.

Code

Description

Unit

Rate

special finish is to be provided and curing and finishing if required complete,with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer . . With Natural sand. Spec. No.: Bd.E.2 Page No. 288 & B.7 P. No 38 2 ii b / 4 BDE 2

Providing and casting in situ cement Cu.Mt. concrete M-20 of trap/ granite/ quartzite/ gneiss metal for steps including centering, formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer .. With Crushed sand. Spec. No.: Bd.E.2 Page No. 288 and B.7 Page No 38

5380.00

885.00

3ia/4 BDE 4

Providing and casting in situ cement Cu.Mt. concrete M-15 of trap / granite /quartzite/ gneiss metal for bed blocks, foundation blocks and such other item including bailing out water formwork, compacting, roughening, them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer . . With natural sand. Spec. No.: Bd.E.4 Page No. 289 and B-7, Page No.38

5020.00

885.00

3ib/4 BDE 4

Providing and casting in situ cement Cu.Mt. concrete M-15 of trap / granite /quartzite/ gneiss metal for bed blocks,foundation blocks and such other items including bailing out water formwork, compacting, roughening, them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer . . With Crushed sand. Spec. No.: Bd.E.4 Page No. 289 and B-7, Page No.38

4920.00

885.00

3 ii a / 4 BDE 4

Providing and casting in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for bed blocks,foundation blocks and such other items including bailing out water formwork, compacting, roughening, them if special finish is to be provided and curing and finishing if required complete,with fully automatic micro processor based PLC with SCADA

5375.00

885.00

26

I.No.

Code

Description

Unit

Rate

enabled reversible Drum Type mixer . . With natural sand. Spec. No.: Bd.E.4 Page No. 289 and B-7, Page No.38 3 ii b / 4 BDE 4

Providing and casting in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for bed blocks,foundation blocks and such other items including bailing out water formwork, compacting, roughening, them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer . . With Crushed sand. Spec. No.: Bd.E.4 Page No. 289 and B-7, Page No.38

5275.00

885.00

4a/4 BDE 7

Providing and casting in situ cement Cu.Mt. 10680.00 concrete M-20 of trap / granite /quartzite/ gneiss metal for arches including skew backs as per detailed drawing or as directed in superstructure including centering, form work, compacting, finishing with minimum thickness of 1:3 cement plaster to give a smooth and even surface or roughening them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer complete. With natural sand. Spec. No.: Bd.E.7 Page No 291 and B-7 Page No.38

885.00

4b/4 BDE 7

Providing and casting in situ cement Cu.Mt. 10580.00 concrete M-20 of trap / granite /quartzite/ gneiss metal for arches including skew backs as per detailed drawing or as directed in superstructure including centering, form work, compacting, finishing with minimum thickness of 1:3 cement plaster to give a smooth and even surface or roughening them if special finish is to be provided and curing and finishing if required complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer . complete, With Crushed Sand. Spec. No.: Bd.E.7 Page No 291 and B-7 Page No.38

885.00

27

I.No.

Code

Description

Unit

Rate

DSR For PUNE for Year 2016-2017 Category :

Sr. No &

Building

Sub Category


Bd-F : Reinforcement Cement concrete Unit

Item Code


Providing and laying in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundationslike raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer . With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

4895.00

1060.00

1 A a ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel ) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. . With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

4795.00

1060.00

Providing and laying in situ cement Cu.Mt. concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork ,cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled

5465.00

1060.00

1Aai/5 BDF 3

1Abi/5 BDF 3

28

I.No.

Code

Description

Unit

Rate

reversible drum type concrete mixer.. With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38 1 A b ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.. With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

5365.00

1060.00

Providing and laying in situ cement Cu.Mt. concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

5715.00

1060.00

1 A c ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.. With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

5615.00

1060.00

1Aci/5 BDF 3

29

I.No.

Code

Description

Unit

Rate

Providing and laying in situ cement Cu.Mt. concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6070.00

1060.00

1 A d ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.. With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

5970.00

1060.00

Providing and laying in situ cement Cu.Mt. concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.. With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6275.00

1060.00

1 A e ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel

6075.00

1060.00

1Adi/5 BDF 3

1Aei/5 BDF 3

30

I.No.

Code

Description

Unit

Rate

stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38 Providing and laying in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer) With Natural Sand Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

5400.00

1060.00

1 B a ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).. . With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

5295.00

1060.00

Providing and laying in situ cement Cu.Mt. concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork ,cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete with fully automatic micro processor based

5965.00

1060.00

1Bai/5 BDF 3

1Bbi/5 BDF 3

31

I.No.

Code

Description

Unit

Rate

PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38 1 B b ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand Spec. No.: d.F.3 Page No. 298 and B.7, Page No.38

5865.00

1060.00

Providing and laying in situ cement Cu.Mt. concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete.. with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).. With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6215.00

1060.00

1 B c ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6115.00

1060.00

1Bci/5 BDF 3

32

I.No.

Code

Description

Unit

Rate

Providing and laying in situ cement Cu.Mt. concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete.with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).. With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6570.00

1060.00

1 B d ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6470.00

1060.00

Providing and laying in situ cement Cu.Mt. concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

6675.00

1060.00

1 B e ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3 concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel

6575.00

1060.00

1Bdi/5 BDF 3

1Bei/5 BDF 3

33

I.No.

Code

Description

Unit

Rate

stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete.with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38 Providing and casting in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

7650.00

1505.00

2 A a ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

7450.00

1505.00

Providing and casting in situ cement Cu.Mt. concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B-7,Page No 38.

8215.00

1505.00

2Aai/5 BDF 5

2Abi/5 BDF 5

34

I.No.

Code

Description

Unit

Rate

2 A b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B7,PageNo 38.

8120.00

1505.00

Providing and casting in situ cement Cu.Mt. concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8470.00

1505.00

2 A c ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8270.00

1505.00

Providing and casting in situ cement Cu.Mt. concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8920.00

1505.00

2Aci/5 BDF 5

2Adi/5 BDF 5

35

I.No.

Code

Description

Unit

Rate

2 A d ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8720.00

1505.00

Providing and casting in situ cement Cu.Mt. concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8930.00

1505.00

2 A e ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8825.00

1505.00

Providing and casting in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8150.00

1505.00

2Aei/5 BDF 5

2Bai/5 BDF 5

36

I.No.

Code

Description

Unit

Rate

2 B a ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-20 of trap / granite /quartzite/ gneiss metalfor R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8045.00

1505.00

Providing and casting in situ cement Cu.Mt. concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B7,Page No 38.

8720.00

1505.00

2 B b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concreteM-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B7,Page No 38.

8625.00

1505.00


8965.00

1505.00

2Bbi/5 BDF 5

2Bci/5 BDF 5

37

I.No.

Code

Description

Unit

Rate

2 B c ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

8865.00

1505.00


9330.00

1505.00

2 B d ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

9225.00

1505.00


9430.00

1505.00

2Bdi/5 BDF 5

2Bei/5 BDF 5

38

I.No.

Code

Description

Unit

Rate

2 B e ii / 5 Providing and casting in situ cement Cu.Mt. BDF 5 concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38

9325.00

1505.00

Providing & casting in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

7595.00

1905.00

3 A a ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concreteM-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer.With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

7495.00

1905.00

Providing and casting in situ cement Cu.Mt. concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8265.00

1905.00

3Aai/5 BDF 6

3Abi/5 BDF 6

39

I.No.

Code

Description

Unit

Rate

3 A b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 6 concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8170.00

1905.00

Providing & casting in situ cement Cu.Mt. concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8415.00

1905.00

3 A c ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8315.00

1905.00

Providing & casting in situ cement Cu.Mt. concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With

8775.00

1905.00

3Aci/5 BDF 6

3Adi/5 BDF 6

40

I.No.

Code

Description

Unit

Rate

natural sand Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38 3 A d ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding .reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8670.00

1905.00

Providing & casting in situ cement Cu.Mt. concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8875.00

1905.00

3 A e ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8780.00

1905.00

Providing & casting in situ cement Cu.Mt. concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch

8095.00

1905.00

3Aei/5 BDF 6

3Bai/5 BDF 6

41

I.No.

Code

Description

Unit

Rate

mix plant (pan mixer)....With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38 3 B a ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concreteM-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided &curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

7995.00

1905.00

Providing and casting in situ cement Cu.Mt. concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8765.00

1905.00

3 B b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 6 concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer). With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8670.00

1905.00

Providing & casting in situ cement Cu.Mt. concreteM-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement)

8916.00

1905.00

3Bbi/5 BDF 6

3Bci/5 BDF 6

42

I.No.

Code

Description

Unit

Rate

with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38 3 B c ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)...With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

8820.00

1905.00

Providing & casting in situ cement Cu.Mt. concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)..With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38

9275.00

1905.00

3 B d ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer). With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38.

9170.00

1905.00

Providing & casting in situ cement Cu.Mt. concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the

9380.00

1905.00

3Bdi/5 BDF 6

3Bei/5 BDF 6

43

I.No.

Code

Description

Unit

Rate

surface if special finish is to be provided & curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38. 3 B e ii / 5 Providing & casting in situ cement Cu.Mt. BDF 6 concrete M-40 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs & drawings or as directed including centering, formwork, cover blocks compaction & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).With Crushed sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38.

9285.00

1905.00

Providing and casting in situ cement Cu.Mt. concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC withSCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

8305.00

2085.00

4 A a ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

8210.00

2085.00

Providing and casting in situ cement Cu.Mt. concrete M-25 of trap/ granite / quartzite/

8875.00

2085.00

4Aai/5 BDF 8

4Abi/5 BDF 8

44

I.No.

Code

Description

Unit

Rate

gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38. 4 A b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

8775.00

2085.00

Providing and casting in situ cement Cu.Mt. concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38

9125.00

2085.00

4 A c ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7,

9020.00

2085.00

4Aci/5 BDF 8

45

I.No.

Code

Description

Unit

Rate

Page No.38. Providing and casting in situ cement Cu.Mt. concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

9485.00

2085.00

4 A d ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-35 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

9375.00

2085.00

Providing and casting in situ cement Cu.Mt. concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

9585.00

2085.00

4 A e ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-40 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) With

9485.00

2085.00

4Adi/5 BDF 8

4Aei/5 BDF 8

46

I.No.

Code

Description

Unit

Rate

fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer. With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38. Providing and casting in situ cement Cu.Mt. concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

8810.00

2085.00

4 B a ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

8705.00

2085.00

Providing and casting in situ cement Cu.Mt. concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38.

9380.00

2085.00

4 B b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks

9275.00

2085.00

4Bai/5 BDF 8

4Bbi/5 BDF 8

47

I.No.

Code

Description

Unit

Rate

compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38. Providing and casting in situ cement Cu.Mt. concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38

9625.00

2085.00

4 B c ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38

9520.00

2085.00

Providing and casting in situ cement Cu.Mt. concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38

9980.00

2085.00

4 B d ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-35 of trap/ granite/ quartzite/

9880.00

2085.00

4Bci/5 BDF 8

4Bdi/5 BDF 8

48

I.No.

Code

Description

Unit

Rate

gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38 4Bei/5 BDF 8

Providing and casting in situ cement Cu.Mt. 10085.00 2085.00 concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38

4 B e ii / 5 Providing and casting in situ cement Cu.Mt. BDF 8 concrete M-40 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38

9985.00

2085.00

Providing & casting in situ cement Cu.Mt. concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

8700.00

2085.00

5Aai/5 BDF 9

49

I.No.

Code

Description

Unit

Rate

5 A a ii / 5 Providing & casting in situ cement Cu.Mt. BDF 9 concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

8605.00

2085.00

Providing & casting in situ cement Cu.Mt. concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

9235.00

2085.00

5 A b ii / 5 Providing & casting in situ cement Cu.Mt. BDF 9 concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

9125.00

2085.00

Providing & casting in situ cement Cu.Mt. concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

9320.00

2085.00

5Abi/5 BDF 9

5Bai/5 BDF 9

50

I.No.

Code

Description

Unit

Rate

5 B a ii / 5 Providing & casting in situ cement Cu.Mt. BDF 9 concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

9215.00

2085.00

Providing & casting in situ cement Cu.Mt. concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

9885.00

2085.00

5 B b ii / 5 Providing & casting in situ cement Cu.Mt. BDF 9 concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design & drawings including centering, formwork, cover blocks compacting & roughening the surface if special finish is to be provided & curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38

9790.00

2085.00

Providing and casting in situ cement Cu.Mt. concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).with reversible Drum Type mixer with SCADA With natural sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38

9170.00

2915.00

6 A a ii / 5 Providing and casting in situ cement Cu.Mt. BDF 11 concrete in M-20 of

9070.00

2915.00

5Bbi/5 BDF 9

6Aai/5 BDF 11

51

I.No.

Code

Description

Unit

Rate

trap/granite/quartzite/gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed Sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38 Providing and casting in situ cement Cu.Mt. concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38

9745.00

2915.00

6 A b ii / 5 Providing and casting in situ cement Cu.Mt. BDF 11 concrete in M-25 of trap/granite/quartzite/gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed Sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38

9635.00

2915.00

Providing and casting in situ cement Cu.Mt. concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete.(Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38

9675.00

2915.00

6 B a ii / 5 Providing and casting in situ cement Cu.Mt. BDF 11 concrete in M-20 of trap/granite/quartzite/gneiss metal for

9580.00

2915.00

6Abi/5 BDF 11

6Bai/5 BDF 11

52

I.No.

Code

Description

Unit

Rate

R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed Sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38 6Bbi/5 BDF 11

Providing and casting in situ cement Cu.Mt. 10245.00 2915.00 concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete.(Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38

6 B b ii / 5 Providing and casting in situ cement Cu.Mt. 10140.00 2915.00 BDF 11 concrete in M-25 of trap/granite/quartzite/gneiss metal for R.C.C. pardi 75mm thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed Sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38 7Aa/5 BDF 12

Providing and casting in situ cement Cu.Mt. concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd. F. 12 Page No. 304 & B-7, Pg 38

5920.00

1515.00

7Ab/5 BDF 12

Providing and casting in situ cement Cu.Mt. concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to

5825.00

1515.00

53

I.No.

Code

Description

Unit

Rate

plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed Sand. Spec. No.: Bd. F. 12 Page No. 304 & B-7, Pg 38 7Ba/5 BDF 12

Providing and casting in situ cement Cu.Mt. concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd. F. 12 Page No. 304 & B-7, Pg 38

6420.00

1515.00

7Bb/5 BDF 12

Providing and casting in situ cement Cu.Mt. concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed Sand. Spec. No.: Bd. F. 12 Page No. 304 & B-7, Pg 38

6315.00

1515.00

8/5 BDF 17

Providing and fixing in position TMT - FE - M.T. 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

50660.00 8550.00

54

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd.F.17, Page No. 306 9/5 BDF 19

Providing and fixing in position after Sq.Mt. hoisting, precast 1:2 cement mortar reinforcement Jali 50mm thick of approved design cement mortar 1:3 and curing complete (including 6mm diameter mild steel bar reinforcement). Spec. No.: Bd. F. 19 Page No. 307

708.00

84.00

10 A a i / 5 Providing and casting in situ c.c. M-20 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

8925.00

2690.00

Providing and casting in situ c.c. M-20 of Cu.Mt. trap metal for RCC rectangular grid beam with slab as per detailed design and draw-ing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete(Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: As directed by Engineer in charge.

8835.00

2690.00

10 A b i / 5 Providing and casting in situ c.c. M-25 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled

9460.00

2690.00

10 A a ii / 5 BDF 41

55

I.No.

Code

Description

Unit

Rate

reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. Providing and casting in situ c.c. M-25 of Cu.Mt. trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: As directed by Engineer in charge.

9350.00

2690.00

10 A c i / 5 Providing and casting in situ c.c. M-30 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

9590.00

2690.00

10 A c ii / 5 Providing and casting in situ c.c. M-30 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

9485.00

2690.00

10 A b ii / 5 BDF 41

56

I.No.

Code

Description

Unit

Rate

10 A d i / 5 Providing and casting in situ c.c. M-35 of Cu.Mt. 10195.00 2690.00 BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. 10 A d ii / 5 BDF 41

Providing and casting in situ c.c. M-35 of Cu.Mt. 10080.00 2690.00 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

10 A e i / 5 Providing and casting in situ c.c. M-40 of Cu.Mt. 10230.00 2690.00 BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

10 A e ii / 5

Providing and casting in situ c.c. M-40 of Cu.Mt. 10125.00 2690.00 trap metal for RCC rectangular grid beam 57

I.No. BDF 41

Code

Description

Unit

Rate

with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

10 B a i / 5 Providing and casting in situ c.c. M-20 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

9430.00

2690.00

Providing and casting in situ c.c. M-20 of Cu.Mt. trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement).with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer).... With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

9325.00

2690.00

10 B b i / 5 Providing and casting in situ c.c. M-25 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum

9955.00

2690.00

10 B a ii / 5 BDF 41

58

I.No.

Code

Description

Unit

Rate

thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)... With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. 10 B b ii / 5 BDF 41

Providing and casting in situ c.c. M-25 of Cu.Mt. trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)…With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

9845.00

2690.00

10 B c i / 5 Providing and casting in situ c.c. M-30 of Cu.Mt. 10185.00 2690.00 BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer) With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. 10 B c ii / 5 Providing and casting in situ c.c. M-30 of Cu.Mt. BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled 59

9985.00

2690.00

I.No.

Code

Description

Unit

Rate

concrete batch mix plant (pan mixer)... With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. 10 B d i / 5 Providing and casting in situ c.c. M-35 of Cu.Mt. 10685.00 2690.00 BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)... With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38. 10 B d ii / 5 BDF

Providing and casting in situ c.c. M-35 of Cu.Mt. 10580.00 2690.00 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)... With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

10 B e i / 5 Providing and casting in situ c.c. M-40 of Cu.Mt. 10740.00 2690.00 BDF 41 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)... With natural sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

60

I.No.

Code

Description

Unit

Rate

10 B e ii / 5 BDF 41

Providing and casting in situ c.c. M-40 of Cu.Mt. 10635.00 2690.00 trap metal for RCC rectangular grid beam with slab as per detailed design and drawing or as directed including dewatering if necessary, centering, formwork, cover blocks compacting, finishing the form surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing complete (Excluding reinforcement). with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant (pan mixer)...With Crushed sand. Spec. No.: Bd.F.6, Page No.300 / Bd.F.8, Page No.302 and B.7 Page No. 38.

11 A / 5 BDF

Providing and fixing fan hook box of 2 mm thick M.S.sheet rectangular size 180x100 mm with required depth with holes or notches as required, bottom and top sides of 1.6 mm M.S. sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia.M.S.bar bent to shape with hooked ends for fan hook and painting to exposed surface. Spec. No.: As directed by Engineer in charge

280.00

15.00

12 a i / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C.work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Natural Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

5895.00

851.00

12 a ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C.work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete.With Crushed

5795.00

851.00

61

No.

I.No.

Code

Description

Unit

Rate

Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38 12 b i / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior per. of Superintending Engineer ) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

6175.00

851.00

12 b ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand(Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

6085.00

851.00

Providing and laying in situ cement Cu.Mt. 12 c i / 5 BDF 3a,b concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Natural Sand ---(Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

6655.00

851.00

12 c ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Crushed

6550.00

851.00

62

I.No.

Code

Description

Unit

Rate

Sand for R.C.C. work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand---( Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38 12 d i / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement & structural steel) complete With Natural Sand(Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

6675.00

851.00

12 d ii / 5 Providing and laying in situ cement Cu.Mt. BDF 3a,b concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. work in foundations like raft, strip, foundations, grillage and footings of R.C.C. columns and steel stanchions etc.including bailing out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

6575.00

851.00

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand--( Item to be used with prior permission

8443.00

1090.00

13 i a / 5 BDF 5

63

I.No.

Code

Description

Unit

Rate

of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38 13 i b / 5 BDF 5

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38

4343.00

1090.00

13 ii a / 5 BDF 5

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Natural Sand–-( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38

8693.00

1090.00

13 ii b / 5 BDF 5

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38

8593.00

1090.00

13 iii a / 5 BDF 5

Providing and laying in situ cement Cu.Mt. concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (

9182.00

1090.00

64

I.No.

Code

Description

Unit

Rate

Excluding reinforcement & structural steel ) complete. With Natural Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38 Providing and laying in situ cement Cu.Mt. concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38

9082.00

1090.00

13 iv a / 5 Providing and laying in situ cement Cu.Mt. BDF 5 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand--( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38

9219.00

1090.00

13 iv b / 5 Providing and laying in situ cement Cu.Mt. BDF 5 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. columns as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 5 page No. 300 and B-7, Page No. 38

9119.00

1090.00

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. beams and lintels as per

8487.00

1625.00

13 iii b / 5 BDF 5

14 i a / 5 BDF 6

65

I.No.

Code

Description

Unit

Rate

detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F6 page No. 300 and B-7, Page No. 38 14 i b / 5 BDF 6

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38

8387.00

1625.00

14 ii a / 5 BDF 6

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38

8635.00

1625.00

14 ii b / 5 BDF 6

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38

8535.00

1625.00

66

I.No.

Code

Description

Unit

Rate

14 iii a / 5 BDF 6

Providing and laying in situ cement Cu.Mt. concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38

8990.00

1625.00

14 iii b / 5 BDF 6

Providing and laying in situ cement Cu.Mt. concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38

8890.00

1625.00

14 iv a / 5 Providing and laying in situ cement Cu.Mt. BDF 6 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38

9097.00

1625.00

14 iv b / 5 Providing and laying in situ cement Cu.Mt. BDF 6 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. beams and lintels as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand---( Item to be used with prior permission of

8997.00

1625.00

67

I.No.

Code

Description

Unit

Rate

Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300 and B-7, Page No. 38 15 i a / 5 BDF 8

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38

9077.00

1545.00

15 i b / 5 BDF 8

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete . With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38

8977.00

1545.00

15 ii a / 5 BDF 8

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38

9328.00

1545.00

15 ii b / 5 BDF 8

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to

9228.00

1545.00

68

I.No.

Code

Description

Unit

Rate

be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38 15 iii a / 5 BDF 8

Providing and laying in situ cement Cu.Mt. concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38

9832.00

1545.00

15 iii b / 5 BDF 8

Providing and laying in situ cement Cu.Mt. concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38

9732.00

1545.00

15 iv a / 5 Providing and laying in situ cement Cu.Mt. BDF 8 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Slabs and Landings as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Natural Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38

9853.00

1545.00

15 iv b / 5 Providing and laying in situ cement Cu.Mt. BDF 8 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Slabs and Landings as

9753.00

1545.00

69

I.No.

Code

Description

Unit

Rate

per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 8 page No. 302 and B-7, Page No. 38 16 i a / 5 BDF 41

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

9360.00

2330.00

16 i b / 5 BDF 41

Providing and laying in situ cement Cu.Mt. concrete M - 25 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

9260.00

2330.00

16 ii a / 5 BDF 41

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

9611.00

2330.00

70

I.No.

Code

Description

Unit

Rate

16 ii b / 5 BDF 41

Providing and laying in situ cement Cu.Mt. concrete M - 30 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Crushed Sand---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

16 iii a / 5 BDF 41

Providing and laying in situ cement Cu.Mt. 10115.00 2330.00 concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete. With Natural Sand ---( Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

16 iii b / 5 BDF 41

Providing and laying in situ cement Cu.Mt. 10015.00 2330.00 concrete M - 35 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement& structural steel ) complete With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

9511.00

2330.00

16 iv a / 5 Providing and laying in situ cement Cu.Mt. 10136.00 2330.00 BDF 41 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Natural Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement 71

I.No.

Code

Description

Unit

Rate

& structural steel ) complete. With Natural Sand (Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302 16 iv b / 5 Providing and laying in situ cement Cu.Mt. 10036.00 2330.00 BDF 41 concrete M - 40 Ready mix of trap /granite /quartzite /gneiss metal, Crushed Sand for R.C.C. Rectangular grid beam with slab as per detailed designs & drawing or as directed including centering, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided ( Excluding reinforcement & structural steel ) complete With Crushed Sand ---( Item to be used with prior permission of Superintending Engineer ) Spec. No.: Bd. F 6 page No. 300, B-7, Page No. 38 and Bd. F 8 page No. 302

72

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-G : Brick Work Unit

Item Code


1/6 BDG 1

Providing second class Burnt Brick Cu.Mt. masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water, striking joints on unexposed faces, raking out joints on exposed faces and watering Complete. Spec.No.:Bd.G.1PageNo.313

4930.00

940.00

2/6 BDG 2

Providing first class Burnt Brick masonry Cu.Mt. with conventional/ I.S. type bricks in cement mortar 1:6 in plinth including bailing out water, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering Complete. Spec. No.: Bd.G.2 Page No. 313

5130.00

1015.00

3/6 BDG 3

Providing second class Burnt Brick Cu.Mt. masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water, striking joints, racking out joints and watering Complete. Spec.No.:Bd.G.3PageNo.314

4800.00

750.00

4/6 BDG 5

Providing second class Burnt Brick Cu.Mt. masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding Complete. Spec.No.:Bd.G.5PageNo.315

4950.00

900.00

5/6 BDG 7

Providing second class Burnt Brick Sq.Mt. masonry with conventional/ I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm at every third course, properly bent and bonded at ends scaffolding, racking out joints and watering Complete. Spec.No.:Bd.G.7PageNo.316

660.00

110.00

6/6 BDG 8

Providing Burnt Brick-on-edge masonry Sq.Mt. with second class bricks of conventional type bricks in cement mortar 1:3 including mild steel longitudinal reinforcement of 2 bars of 6mm diameter / one strips of hoop

625.00

110.00

73

I.No.

Code

Description

Unit

Rate

iron 25 mm X 1.6 mm placed at every third course, properly bent and bonded at ends, scaffolding, raking out joints and watering complete. Spec. No.: Bd.G.8 Page No. 317 7a/6 BDG 9

Providing first class Burnt Brick masonry Cu.Mt. with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed complete. Spec.No.:Bd.G.9(a)PageNo.317

5400.00

1450.00

7b/6 BDG 9

Providing first class Brick masonry with Cu.Mt. conventional / IS. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M 1:3 and watering in pillars of curved shapes, as shown on the drawing or as directed complete. Spec.No.:Bd.G.9(b)PageNo.317

5500.00

1450.00

8a/6 BDG 10

Providing second class Burnt Brick Cu.Mt. masonry with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding racking out joints and watering in pillar of rectangular shapes as shown in the drawings or as directed complete. Spec.No.:Bd.G.10(a)PageNo.318

5150.00

1050.00

8b/6 BDG 10

Providing second class Burnt Brick Cu.Mt. masonry with conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints and watering in pillar of curved shapes as shown in the drawing or as directed complete. Spec.No.:Bd.G.10(b)PageNo.318

5250.00

1050.00

9a/6 BDG

Providing fly ash brick masonry with Cu.Mt. conventional / I.S. type fly ash brick in cement mortar 1:6 including striking joints, racking out joints watering and scaffolding complete. For foundation & plinth Spec. No.: As director by engineer incharge and BDG-2&5

4680.00

900.00

9b/6 BDG

Providing fly ash brick masonry with Cu.Mt. conventional / I.S. type fly ash brick in cement mortar 1:6 including striking joints, racking out joints watering and scaffolding complete. For superstructure. Spec. No.: As director by engineer incharge and BDG-2&5

4700.00

900.00

10 / 6 BDG

Providing Second class fly ash brick Sq.Mt. masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal

630.00

110.00

74

I.No.

Code

Description

Unit

Rate

reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Spec.No.:Bd.G.7Page316 11 / 6 BDG

Providing Autoclaved Aerated Concrete Cu.Mt. Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) Spec : As directed by engineer in charge

7050.00

960.00

12 / 6 BDG

Providing Autoclaved Aerated Concrete Sq.Mt. Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in Half brick thick wall including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) Spec : As directed by engineer in charge

820.00

115.00

75

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-H : Stone Masonry Unit

Item Code


1/7 BDH 1

Providing uncoursed rubble masonry of Cu.Mt. trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water, striking joints on un exposed faces and watering complete. Spec.No.:Bd.H.1PageNo.329

2850.00

1350.00

2/7 BDH 2

Providing uncoursed rubble masonry of Cu.Mt. trap / granite / quartzite / gneiss stones in cement mortar 1:5 in basements including scaffolding, bailing out water, racking out joints when plastering is to be done striking joints where no pointing or plastering is to be done and watering complete. Spec.No.:Bd.H.2PageNo.329

2950.00

1350.00

3/7 BDH 3

Providing uncoursed rubble masonry of Cu.Mt. trap / granite / quartzite / gneiss stone in cement mortar 1:3 in basement with patent water proofing compound added to it at rate of 1 kg per bag of cement including bailing out water, scaffolding racking out joints when plastering is to be done and watering complete. Spec. No.: Bd.H.3 Page No. 331

3350.00

1350.00

4/7 BDH 4

Providing uncoursed rubble masonry of Cu.Mt. trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done watering and scaffolding complete. Spec.No.:Bd.H.4PageNo.331

3050.00

1350.00

5/7 BDH 5

Providing random rubble masonry second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in plinth including bailing out water , striking joints on unexposed faces. (Excluding pointing) complete. Spec. No.: Bd.H.5 Page No. 331

Cu.Mt.

3150.00

1600.00

6/7 BDH 6

Providing random rubble masonry second Cu.Mt. sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in

3250.00

1650.00

76

I.No.

Code

Description

Unit

Rate

superstructure racking out joints when plastering is to be done / striking joints when no pointing or plastering is to be done on the inside watering and scaffolding complete. Spec.No.:Bd.H.6PageNo.332 7/7 BDH 7

Providing random rubble masonry first Cu.Mt. sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water, racking out joints when pointing is to be done and striking joints from inside including watering complete. Spec.No.:Bd.H.7PageNo.332

3170.00

1650.00

8/7 BDH 8

Providing random rubble masonry Cu.Mt. first sort of trap /granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints from outside and striking joints when no pointing or plastering is to be done from inside watering and scaffolding complete. Spec.No.:Bd.H.8PageNo.332

3450.00

1700.00

9/7 BDH 11

Providing coursed rubble masonry Cu.Mt. second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in external walls of plinth including bailing out water, striking joints inside and racking out joints from outside and watering-complete Spec.No.:Bd.H.11PageNo.333

6500.00

1650.00

10 / 7 BDH 12

Providing coursed rubble masonry Cu.Mt. second sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done and striking joints when no plastering is to be done on the inside, watering scaffolding complete. Spec. No.: Bd.H.12 Page No. 333

6700.00

1700.00

11 / 7 BDH 13

Providing coursed rubble masonry first Cu.Mt. sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in external work of plinth including bailing out water, striking joints inside and watering complete. Spec. No.: Bd.H.13 Page No. 333

6600.00

1650.00

12 / 7 BDH 14

Providing coursed rubble masonry first Cu.Mt. sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints on the inside when plastering is to be done, watering and scaffolding complete.

7100.00

2130.00

77

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd.H.14 Page No. 333 13 / 7 BDH 40

Providing coursed rubble masonry first Cu.Mt. sort for pillars of trap / granite / quartzite / gneiss stones in cement mortar 1:6 including pointing with cement mortar 1:3 scaffolding and watering complete. Spec. No.: Bd.H.40 Page No. 345

78

6995.00

2200.00

I.No.

Code

Description

Unit

Rate


Sr. No &

Building

Sub Category


Bd-I : Cement Concrete Block Masonry Unit

Item Code


1/8 BDI 1

Providing and laying masonry of I.S. Sq.Mt. Standard C.C. hollow block 100 x 200 x 400 mm in cement mortar 1:6 proportion for superstructure including curing, scaffolding etc. Complete. Spec. No.: Bd.I.1 Page No. 349

540.00

310.00

2/8 BDI 1

Providing and laying masonry of I.S. Sq.Mt. Standard C.C. hollow block 200 x 200 x 400mm in cement mortar 1:6 proportion for superstructure including curing, scaffolding etc. complete. Spec. No.: Bd.I.1 Page No. 349

750.00

152.00

3/8 BDI

Providing and constructing masonry in Cu.Mt. precast solid Concrete Block (Grade D-50 As per I.S. 2185, Part-I, 1974, Reframed 1987) having compressive strength 5-00 N/mm2) of size (300 mm x 200 mm x 150mm) in cement mortar 1:6 for superstructure including striking joints on unexposed faces, racking out joints on exposed faces, watering, curing and scaffolding etc. complete. Spec. No.: As directed by Engineer in Charge.

3950.00

770.00

79

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-J : Water Proofing Unit

Item Code


1/9 BDJ 2

Providing and laying damp proof course Sq.Mt. 50mm thick in (1:2:4) cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork etc. complete. Spec. No.: Bd.J.2 Page No. 355

275.00

53.00

2/9 BDJ 3

Providing and applying Bitumen layer at 2 Sq.Mt. kg.per square meter over the terrace, structural slab including cleaning the surface for waterproofing as directed complete. Spec. No.: Bd.J.3 Page No. 356

133.00

19.00

3/9 BDJ

Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 kg/bag of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. Spec. No.: As directed by Engineer in charge.

22.00

12.00

4/9 BDJ

Providing & laying water proof treatment Sq.Mt. of terrace slab with B.B. Coba in all position with an average thickness of 112 mm consisting specialised materials as per the manufactures specifications and covering 10 years guarantee on court fee stamp paper including all lead, lift, etc. complete. Spec. No.: As directed by Engineer in charge.

610.00

320.00

5/9 BDJ

Providing water proof bedding for Sq.Mt. flooring of Bath and W.C. 25 mm thick in C.M.1:3 including using 1 kg of water proof compound per bag of cement including leveling curing etc. complete. Spec. No.: As directed by Engineer in charge.

340.00

145.00

6/9 BDJ

Removing the tar or coba and disposing Sq.Mt. of the material as directed etc. complete. Spec. No.: As directed by Engineer in charge.

13.00

13.00

80

Ltr.

I.No.

Code

Description

Unit

Rate

7/9 BDJ

Providing and applying water proofing Sq.Mt. treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight convering 9 to 10 sqm /kg with two coat using Dr. Fixit or alike of chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Spec. No.: As directed by Engineer in charge

692.00

375.00

8/9 BDJ

Providing and laying jointless Polydee- Sq.Mt. LM/Dr.fixit / Chemestic and alike a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C, after application of TP-42/ Dr.fixit and alike Primer on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee-LM/ Dr.fixit and alike @ 700 gms/sqm and applying 2nd coat of Polydee-LM/ Dr.fixit and alike @ 700 gms/sqm and finishing the same with sprinkling the AG-10 granules on the wet coating. (After finishing covering the treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast fibre @ 125 gms/sqm to be paid in separate item.) covering 7 years guarantee on Stamp Paper of Rs. 500/- etc. complete. Spec. No.: As directed by Engineer in charge

820.00

39.00

9/9 BDJ

Providing and applying a base coat Sq.Mt. comprising of 1 Kg Polydee-MC/Dr.fixit / / Chemestic and alike and 1 Kg fresh cement after wetting the surface followed by drying the surface for 2 days, apply primer coat of TP-40/Dr.fixit and alike and after drying, applying Polydee-11/Dr.fixit and alike two component (mixing ratio 2 A : 1 B) Antibacterial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hrs. covering 7 years guarantee on Stamp Paper of Rs. 500/etc. complete. Spec. No.: As directed by Engineer in charge

715.00

50.00

10 / 9 BDJ

Providing and fixing 20 to 25 mm thick Sq.Mt. rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including

830.00

160.00

81

I.No.

Code

Description

Unit

Rate

sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete). Spec. No.: Bd.J.2 Page No. 355 11 / 9 BDJ

Providing and fixing 20 to 25 mm thick Sq.Mt. rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and Reinforced Cement concrete walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) ** Spec. No.: Bd.J.2 Page No. 355

740.00

151.00

12 / 9 BDJ

Providing and laying perforated PVC 160 R.Mt. mm dia pipe in proper line,level & slope including necessary fitting etc. complete. material etc complete. Spec. No.: As directed by Engineer in charge

860.00

255.00

13 / 9 BDJ

Providing and applying required coats of a Sq.Mt. water based UV resistant Evercrete Top Seal sealant to protect natural stone, bricks, concrete and wooden structures from water intrusion and staining due to water penetration and algue formation etc complete**. Spec. No.: As directed by Engineer in charge.

340.00

58.00

14 / 9 BDJ

Providing and applying required coats of a Sq.Mt. water based Evercrete Deep Penetrating Sealer (DPS) on cement concrete surface like roads, beams, and columns, plastered walls, basements, roofs, potable water tanks etc to react with cement and to

560.00

63.00

82

I.No.

Code

Description

penetrate concrete structure thereby making it resistant to chemicals / chlorides water to make it dust proof and to act as a water resistant at the same time which Strengthens the treated surface and reduce the curing period etc complete ** Spec. No.: As directed by Engineer in charge. **Note --- For item no. 7 to 14 prior approval of Superintending Engineer will be necessary.

83

Unit

Rate

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-K : Expansion Joint Unit

Item Code


1 / 10 BDK 1

Providing expansion joints in R.C.C. Sq.Mt. framed structure (interior column) with plain premoulded filler 25 mm thick including fixing T.W. battens on both faces and finishing as directed etc. Complete. Spec. No.: Bd.K.1 Page No. 359

3090.00

960.00

2 / 10 BDK 1

Providing expansion joints in R.C.C. Sq.Mt. framed structure (exterior Columns) with plain premoulded filler 25 mm thick and 3 mm thick alluminium plate, hold fast, fixing T.W. battens on internal face, finishing etc. complete as directed. Spec. No.: Bd.K.1 Page No. 359

3630.00

960.00

3 / 10 BDK 1

Providing expansion joints in R.C.C. Sq.Mt. framed structure (at floor level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bitumen poured filler and fixing T.W. battens on rear faces etc. complete as directed. Spec. No.: Bd.K.1 Page No. 359

4160.00

960.00

4 / 10 BDK 1

Providing expansion joints in R.C.C. Sq.Mt. framed structure (at terrace level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bituminous poured filler, fixing lead, flashing on upper side and T.W. battens on inner face finishing etc. Complete as directed. Spec. No.: Bd.K.1 Page No. 359

4110.00

960.00

5 / 10 BDK 1A

Providing expansion joints in reinforced Sq.Mt. cement concrete framed structure (interior columns) with plain premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate, hold fast, fixing T.W. battens of internal face finishing etc. complete as directed. Spec. No.: Bd K 1 A

4850.00

960.00

6 / 10 BDK 1B

Providing expansion joints in R.C.C. Sq.Mt. framed structure (exterior column) with plain premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate, hold fast, fixing T.W. battens on internal face and finishing etc. complete. Spec. No.: Bd.K.1 B

5830.00

960.00

84

I.No.

Code

Description

Unit

Rate

7 / 10 BDK 1C

Providing expansion joints in R.C.C. Sq.Mt. framed structure (at floor level) with plain pre moulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate, hold fast, fixing T.W. battens of internal face and finishing etc. complete. Spec. No.: Bd.K.1 C

5120.00

900.00

8 / 10 BDK 1D

Providing expansion joints in R.C.C. Sq.Mt. framed structure (at Terrace level) with premoulded filler 25 mm thick with 40 mm wide and 1 mm thick stainless steel plate as required, bitumen poured filler and fixing T.W. battens on inner faces finishing etc. complete as directed. Spec. No.: Bd.K.1 D

5220.00

900.00

9 / 10 BDK

Providing and fixing of BITUFLEX CLOSE R.Mt. CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C framed structure (at floor level / at terrace level / interior columns) for overlapping of closed cell foam joints, applying TP- 40 PRIMER on both the sides of concrete surface, filling the 25 mm x 25 mm gap with the POLYDEE-41 highly flexible sealant and covering the joint with Polydee-LM, 150 mm width in 2 coats etc. complete.** Spec. No.: As directed by Engineer in charge

1750.00

120.00

10 / 10 BDK

Providing and fixing of BITUFLEX R.Mt. CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C. framed structure (Exterior column) with closed cell foam , applying TP-40 PRIMER on both the sides of concrete surface, filling the 25 mm x 25 mm gap with the POLYSEAL, highly flexible sealant and covering the joint with PolydeeLM, 150 mm width in 2 coats and fixing the aluminium plate of 100 mm wide and 3 mm thick on external face of column etc. complete**. Spec. No.: As directed by Engineer in charge Note – for item no 9&10 Prior approval of Superintending Engineer is Necessary before execution of work

1820.00

120.00

85

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-L : Plastering and Pointing Unit

Item Code


1 a / 11 BDL 1

Providing internal cement plaster 6 mm Sq.Mt. thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing complete. Spec. No.: Bd.L.1 Page No. 367

110.00

85.00

1 b / 11 BDL 1

Providing internal cement plaster 6 mm Sq.Mt. thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing complete. Spec. No.: Bd.L.1 Page No. 367

115.00

86.00

2 a / 11 BDL 2

Providing internal cement plaster 12mm Sq.Mt. thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd. L.2 Page No. 368

150.00

100.00

2 b / 11 BDL 2A

Providing internal cement plaster 12mm Sq.Mt. thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd. L.2 Page No. 368

157.00

100.00

2 c / 11 BDL 2B

Providing internal cement plaster 12mm Sq.Mt. thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete. Spec. No.: Bd.L.2 Page No. 368

168.00

100.00

3 a / 11 BDL 4

Providing internal cement plaster 20mm Sq.Mt. thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.4 Page No. 368

272.00

165.00

3 b / 11 BDL 4A

Providing internal cement plaster 20mm Sq.Mt. thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.4 Page No. 368

282.00

165.00

86

I.No.

Code

Description

Unit

Rate

3 c / 11 BDL 4B

Providing internal cement plaster 20mm. Sq.Mt. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.4 Page No. 368

295.00

165.00

4 / 11 BDL 5

Providing internal cement plaster 25mm Sq.Mt. thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick or stone surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.5 Page No. 368

340.00

195.00

5 / 11 BDL 7

Providing sand faced plaster externally in Sq.Mt. cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec. No.: Bd.L.7 Page No. 369

398.00

249.00

6 / 11 BDL 8

Providing rough cast cement plaster Sq.Mt. externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete. Spec. No.: Bd.L.8 Page No. 370

367.00

249.00

7 / 11 BDL 9

Providing rough cast cement plaster Sq.Mt. externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc. completed. Spec. No.: Bd.L.9, Page No.370

372.00

249.00

8 / 11 BDL 10

Providing neeru finish to plastered Sq.Mt. surfaces in all positions including scaffolding and curing complete. Spec. No.: Bd. L.10, Page No.370

29.00

22.00

9 a / 11 BDL 15A

Providing flush grooved pointing with Sq.Mt. cement mortar 1:3 for brick work including scaffolding and curing complete. Spec. No.: Bd. L.15 Page No. 372

92.00

76.00

87

I.No.

Code

Description

Unit

Rate

9 b / 11 BDL 15B

Providing flush grooved pointing with Sq.Mt. cement mortar 1:3 for stone masonry work including scaffolding and curing complete. Spec. No.: Bd. L.15 Page No. 372

100.00

76.00

10 / 11 BDL 16

Providing tuck pointing with cement Sq.Mt. mortar 1:3 for stone masonry including scaffolding and curing complete. Spec. No.: Bd. L. 16 Page No. 373

98.00

76.00

11 / 11 BDL 17

Providing weathered pointing with Sq.Mt. cement mortar 1:3 for stone masonary including scaffolding and curing complete. Spec. No.: Bd. L. 17 Page No. 373

96.00

76.00

12 / 11 BDL 18

Providing vee pointing with cement Sq.Mt. mortar 1:3 for stone masonry including scaffolding and curing complete. Spec. No.: Bd. L. 18 Page No. 373

91.00

76.00

13 / 11 BDL

Providing fine cement finish 1.5 mm thick Sq.Mt. over green plaster surface including scaffolding curing etc. complete. Spec. No.: As directed by Engineer in charge.

54.00

38.00

14 / 11 BDL

Labour charges for providing groove in R.Mt. external plaster having width of 25 mm and spaced at a distance of 45 c.m. etc. complete. Spec. No.: As directed by Engineer in charge.

24.00

24.00

15 a / 11 BDL

Providing patti on plastered surface 12 R.Mt. mm to 15 mm thick in c.m. 1:3 line and level including neat finishing scaffolding curing etc. complete.a) 75 mm Spec. No.: As directed by Engineer in charge.

20.00

15.00

15 b / 11 BDL

Providing patti on plastered surface 12 R.Mt. mm to 15 mm thick in c.m. 1:3 line and level including neat finishing scaffolding curing etc. complete b) 100 mm Spec. No.: As directed by Engineer in charge.

29.00

23.00

15 c / 11 BDL

Providing patti on plastered surface 12 R.Mt. mm to 15 mm thick in c.m. 1:3 line and level including neat finishing scaffolding curing etc. complete c) 150 mm Spec. No.: As directed by Engineer in charge.

40.00

30.00

16 / 11 BDL

Providing and fixing chicken mesh jali (24 Sq.Mt. gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all

80.00

27.00

88

I.No.

Code

Description

Unit

Rate

floors with all leads and lifts etc. complete. Spec. No.: As directed by Engineer in Charge: 17 / 11 BDL

Providing and applying plaster with Sq.Mt. plaster of paris in 6mm thickness to previously plaster surface in all position including preparing the surface scaffolding etc. complete. Spec. No.: As directed by Engineer in Charge.

83.00

41.00

18 / 11 BDL

Providing and applying spray plaster Sq.Mt. made with finely graded marble and quartz in 2 mm thickness in two coats using putty knife or trowel to newly plaster fairly even surface after minimum 30 days gap in all position including finishing the surface using zero number sand paper or fine emry paper gently level the area by moving paper in round circles removing the dust and clean the surface with dry cloth and scaffolding including all materials and labour etc. complete **. Spec. No.: As directed by Engineer in Charge.

188.00

33.00

19 / 11 BDL

Providing and applying laying Aggregate Sq.Mt. plaster in granite / marble stones, as decorative finish to give granite / marble like appearance to concrete, brick or block surfaces in all position including preparation of surface smoothly, evenly by racking of joints in case of Brick or block work including backing layer of 12 mm thick with cement mortar 1:3 with 2% integral cement water proofing compound, roughening for wall keying hardening and drying the surface for a minimum five days gaps including second coat of cement lime mortar into a proportion 1:4 preparing the surface for three coat of marble finish plaster giving a thin coat of white cement and two parts of course calcite powder, applying the mortar with steel float on the surface in proper evenness applying at coat of white cement and lime to set a smooth finish then applying a thin coat of slurry made of white cement and black oxide colour in required proportion by the steel float to get black streaks on the surface and curing the surface for two days including all materials and labour etc. complete.** Spec. No.: As directed by Engineer in Charge.

995.00

370.00

89

I.No.

Code

Description

Unit

Rate

20 / 11 BDL

Providing and applying plaster / wall Sq.Mt. punning with plaster of paris ( with plaster of paris material of Ambuja / Mor Chap or equivalent make ) in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface ( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete.** Spec. No.: As directed by Engineer in charge.

368.00

222.00

21 / 11 BDL

Providing and applying gypsum plaster ( Sq.Mt. with Gypsum material of Gypsum India / Mega Sign or equivalent make ) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface ( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete.** Spec. No.: As directed by Engineer in charge.

419.00

222.00

22 / 11 BDL

Providing and applying Texture plaster Sq.Mt. with finishing with With Purlina / Rustic texture material ( with texture material of Asian / Renava/Nitco/Temtex or equivalent company make ) in 3 to 4 millimeter thickness on previously finished plastered surface ,including Plaster Groove 6mm thickness or Tape Grooves 35 to 45 mm thickness or as required, in all position including preparing the surface scaffolding etc.complete.*(excluding Texture Paint and Texture Paint Finishing ) Spec. No.: As directed by Engineer in charge. **Note** – For item no. 18 to 22 Prior approval of Superintending Engineer is Necessary

554.00

260.00

90

I.No.

Code

Description

Unit

Rate


Building

Sub Category Bd-M : Paving,Flooring and Dado


Unit

Item Code


1 a / 12 BDM 1

Providing and laying Rough Shahabad Sq.Mt. Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. Spec. No.: Bd.M.1 Page No. 379

497.00

148.00

1 b / 12 BDM 1A

Providing and laying Rough Shahabad Sq.Mt. Stone Flooring 40mm to 45 mm thick & of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. Spec. No.: Bd.M.1 Page No. 379

568.00

156.00

1 c / 12 BDM 1B

Providing and laying Rough Shahabad Sq.Mt. Stone Flooring 50mm to 60mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. Spec. No.: Bd.M.1 Page No. 379

628.00

158.00

2 / 12 BDM 3

Providing and laying Polished Shahabad Sq.Mt. Stone flooring 25mm to 30mm thick and required width wide in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.3 Page No. 380

601.00

159.00

3 / 12 BDM 3A

Providing and laying Polished Tandur Sq.Mt. Stone flooring 25mm to 30mm thick required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.3 Page No. 380

759.00

170.00

4 / 12 BDM 3B

Providing and laying machine cut machine Sq.Mt. Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 Cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.3 Page No. 380

888.00

178.00

91

I.No.

Code

Description

Unit

Rate

5 A a i / 12 Providing and laying cement concrete Sq.Mt. BDM 7 flooring 40mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc finishing smooth (with extra cement) in any colour as directed and curing complete. With Natural Sand Spec. No.: Bd.M.6 Page No. 381

320.00

178.00

5 A a ii / 12 Providing and laying cement concrete Sq.Mt. BDM 7 flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing complete. With Crushed Sand. Spec. No.: Bd.M. 6 Page No. 381

310.00

178.00

5 A b i / 12 Providing and laying cement concrete Sq.Mt. BDM 6 flooring 40mm thick with M20 cement concrete laid to proper level and slope in alternate bays, including compaction, filling joints, marking lines to give appearance of tiles of 30cm x 30cm or other size laid diagonally/square etc. finishing smooth (with extra cement) in any colour as directed and Curing complete. With Natural Sand Spec. No.: Bd.M.6 Page No. 381

325.00

178.00

5 A b ii / 12 Providing and laying cement concrete Sq.Mt. BDM 6 flooring 40mm thick with M20 cement concrete laid to proper level and slope in alternate bays, including compaction, filling joints, marking lines to give appearance of tiles of 30cm x 30cm or other size laid diagonally/square etc. finishing smooth (with extra cement) in any colour as directed and Curing complete. With Crushed Sand. Spec. No.: Bd.M.6 Page No. 381

331.00

169.00

5 B a i / 12 Providing and laying cement concrete Sq.Mt. BDM 7A flooring 50 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing complete. With Natural

335.00

164.00

92

I.No.

Code

Description

Unit

Rate

Sand Spec. No.: Bd.M.6 Page No. 381 5 B a ii / 12 Providing and laying cement concrete Sq.Mt. BDM 7A flooring 50 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/square etc finishing smooth (with extra cement) in any colour as directed and curing complete. With Crushed Sand. Spec. No.: Bd.M.6 Page No. 381

329.00

164.00

5 B b i / 12 Providing and laying cement concrete Sq.Mt. BDM 6A flooring 50mm thick with M20 cement concrete laid to proper level & slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc. finishing smooth (with extra cement) in any colour as directed and curing complete. With Natural Sand Spec. No.: Bd.M.6 Page No. 381

370.00

164.00

5 B b ii / 12 Providing and laying cement concrete Sq.Mt. BDM 6A flooring 50mm thick with M20 cement concrete laid to proper level & slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc. finishing smooth (with extra cement) in any colour as directed and curing complete. With Crushed Sand. Spec. No.: Bd.M.6 Page No. 381

365.00

164.00

Providing and laying machine cut Sq.Mt. machine polished shahabad Stone slabs 20 to 25mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.22 Page No. 390

695.00

278.00

Providing and laying machine cut machine Sq.Mt. 6 b / 12 BDM 22B polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete.

1135.00

290.00

6 a / 12 BDM 22

93

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd.M.22 Page No. 390 Providing sills of polished Kota stone 25 Sq.Mt. 7 a / 12 BDM 29B mm to 30mm thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning complete. Spec. No.: Bd.M.29 Page No. 391

870.00

182.00

Providing sills of polished Kadappa stone Sq.Mt. 7 b / 12 BDM 29C 25mm to 30mm thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning complete. Spec. No.: Bd.M.29 Page No. 391

750.00

182.00

8 / 12 BDM 41

Providing and fixing black kadappa stone Sq.Mt. shelves 25mm. thick machine polished, extending the polish upto 20 cm width on lowerside, rounding corners, laying in position jointing with bedding cement mortar 1:4 proportion curing etc complete. Spec. No.: Bd.M.29 Page No. 391

820.00

187.00

9 / 12 BDM 12

Providing and laying ceramic tiles of Sq.Mt. RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 30 cm x 30 cm confirming I.S.15622/2006 (group D IIA)and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing complete. Spec. No.: Bd.M.12 Page No. 385.

865.00

335.00

10 a / 12 BDM 13

Providing and laying ceramic tiles of Sq.Mt. RAK/Kajaria / Nitco /Asian or equivalent make having size 30 cm. x 30 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing complete. Spec. No.: Bd.M.13 Page No. 386.

932.00

300.00

10 b / 12 BDM 13

Providing and laying ceramic tiles of Sq.Mt. RAK/ Kajaria / Nitco /Asian or equivalent make having size 30 cm. x 45 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing complete. Spec. No.: Bd.M.13 Page No. 386.

1030.00

550.00

94

I.No.

Code

Description

Unit

Rate

10 c / 12 BDM 13

Providing and laying ceramic tiles of RAK/ Sq.Mt. Kajaria / Nitco /Asian or equivalent make having size 30 cm. x 60 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing complete. Spec. No.: Bd.M.13 Page No. 386.

1075.00

550.00

11 a / 12 BDM

Providing Mirror polishing to Kota Stone Sq.Mt. including using all necessary stones and equipments cleaning, washing etc. complete.for Flooring Spec. No.: As directed by Engineer in charge. Note –Prior approval of S.E. will be necessary

470.00

83.00

11 b / 12 BDM

Providing Mirror polishing to Kota Stone R.Mt. including using all necessary stones and equipments cleaning, washing etc. complete.for Skirting Spec. No.: As directed by Engineer in charge. Note –Prior approval of S.E. will be necessary

49.00

18.00

12 / 12 BDM

Providing and laying in situ cement Sq.Mt. concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. Spec. No.: As directed by Engineer in charge

585.00

90.00

12 a / 12 BDM

Providing and laying in situ cement Sq.Mt. concrete M30 with tremix treatment for 200 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. Spec. No.: As directed by Engineer in charge

1190.00

150.00

13 a / 12 BDM 35

Providing 25 mm to 30 mm thick partition Sq.Mt. of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement complete. a) One side polish Spec. No.: Bd.M.35 B/P No.393

905.00

385.00

13 b / 12 BDM 35

Providing 25 mm to 30 mm thick partition Sq.Mt. of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement

1102.00

405.00

95

I.No.

Code

Description

Unit

Rate

mortar 1:3 curing and cement complete. b) Both side polish Spec. No.: Bd.M.35 B/P No.393 14 / 12 BDM 3

Providing and laying in position flooring of Sq.Mt. telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete.** Spec. No.: Bd.M. 3 B/Page No. 380

3770.00

213.00

15 / 12 BDM 22

Providing and fixing machine cut machine Sq.Mt. polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1;4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete.** Spec. No.: Bd. M.22 B/Page No. 390

3880.00

295.00

16 a / 12 BDM 35

Providing and fixing machine cut mirror Sq.Mt. polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with rounding the edges etc. complete . **A) Both side polish Spec. No.: Bd.M.35 /Page No.393

3990.00

461.00

16 b / 12 BDM 35

Providing and fixing machine cut mirror Sq.Mt. polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with rounding the edges etc. complete.** B) One side polish Spec. No.: Bd.M.35 /Page No.393

3940.00

461.00

17 / 12 BDM 35

Providing and preparing kitchen otta Sq.Mt. made up from 30 mm thick and 75 cm. wide one side polished kadppa top 75 cm. wide one side polished kadappa top 75 cm high vertical support for kadppa at 1 m. c/c of 25 mm thick both side polished kadappa middle shelf and bottom of 20 mm thick one side polished kadappa with facia patti of 20 x 50 mm kadappa including all material labour cutting fixing with cement mortar and araldite curing polished and cleaning etc. complete.** Spec. No.: Bd.M.35C / Page No. 393

2655.00

910.00

96

I.No.

Code

Description

Unit

Rate

Providing and fixing 1.5 mm thick Sq.Mt. polyvenyl chloride flooring including leveling the base with white cement including pasting with appropriate material cleaning the surface etc. complete.** Spec. No.: Bd.M.35C / Page No. 393

520.00

12.00

19 A a / 12 Providing and laying vitrified mirror / Sq.Mt. BDM 12 glossy finish tiles decorative type RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete.^**a) Flooring Spec. No.: Bd.M. 12 Page No.385

890.00

124.00

19 A b / 12 Providing and laying vitrified mirror / Sq.Mt. BDM 12 glossy finish tiles of RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete.^** b) Skirting Spec. No.: Bd.M. 12 Page No.385

1045.00

210.00

19 B a / 12 Providing and laying vitrified matt fininsh Sq.Mt. BDM 12 tiles of RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning complete^.**a) flooring Spec. No.: Bd.M.12 Page No. 385

1192.00

122.00

19 B b / 12 Providing and laying vitrified matt finish Sq.Mt. BDM 12 tiles of RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning complete.^**b) Skirting

1370.00

209.00

18 / 12 BDM 35

Spec. No.: Bd.M.12 Page No. 385 97

I.No.

Code

Description

Unit

Rate

19 C a / 12 Providing and laying vitrified rustic matt Sq.Mt. BDM 12 stone finish tiles of RAK/Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning complete.** a) Flooring Spec. No.: Bd.M.12 Page No. 385

1495.00

125.00

19 C b / 12 Providing and laying vitrified rustic matt Sq.Mt. BDM 12 stone finish tiles of RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 590 mm to 605 mm x 590 mm to 605 mm to 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning. complete.^**b) Skirting Spec. No.: Bd.M.12 Page No. 385

1643.00

190.00

19 D a / 12 Providing and laying vitrified stone effect Sq.Mt. BDM 12 finish tiles of RAK/Kajaria/ Nitco/ Asian or equivalent make having size 590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete^.**a) Flooring Spec. No.: Bd.M. 12 Page No. 385

1841.00

125.00

19 D b / 12 Providing and laying vitrified stone effect Sq.Mt. BDM 12 finish tiles of RAK/ Kajaria/ Nitco/ Asian or equivalent make having size 590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including required position laid on a bed of 1:4 cement mortarincluding neat cement float, filling joints, curign and cleaning etc. complete.^**b) Skirting Spec. No.: Bd.M. 12 Page No. 385

2002.00

207.00

Providing and fixing green marble of 18 to Sq.Mt. 20 mm thick for door frame/ dado/

1568.00

510.00

20 / 12 BDM 12

98

I.No.

Code

Description

Unit

Rate

window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete.** Spec. No.: Bd. M. 12 21 A i / 12 Providing and fixing heavy duty inter Sq.Mt. BDM locking concrete Gray paving blocks of 60 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete.** Spec. No.: A directed by Engineer in charge

532.00

101.00

21 A ii / 12 Providing and fixing heavy duty inter Sq.Mt. BDM locking concrete Gray paving blocks of 80 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete.** Spec. No.: A directed by Engineer in charge

656.00

101.00

21 B i / 12 Providing and fixing heavy duty inter Sq.Mt. BDM locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete ** Spec. No.: A directed by Engineer in charge

589.00

101.00

21 B ii / 12 Providing and fixing heavy duty inter Sq.Mt. BDM locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete ** Spec. No.: As directed by Engineer in charge

678.00

101.00

22 a / 12 BDM 12

Providing and fixing heavy duty inter Sq.Mt. locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete.**(using 100% crushed sand) Spec. No.: As directed by Engineer incharge.

817.00

104.00

22 b / 12 BDM

Providing and fixing heavy duty inter Sq.Mt. locking concrete Rubber mould glossy

910.00

101.00

99

I.No.

Code

Description

Unit

Rate

paving blocks of 80 mm thickness of having a strength of 400 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete ** Spec. No.: As directed by Engineer incharge. 23 a / 12 BDM

Sq.Mt.

425.00

101.00

23 b / 12 BDM

Providing and fixing heavy duty inter Sq.Mt. locking concrete Coloured paving blocks of 40 mm thickness of having a strength of 200 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete ** Spec. No.: As directed by Engineer in charge

453.00

101.00

24 / 12 BDM

Providing leather finished polishing to Sq.Mt. Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.** Spec. No.: As directed by Engineer in charge

439.00

100.00

25 / 12 BDM

Providing leather finished polishing to Sq.Mt. Kota / Marble / Shahabad / Kadappa Stone slab by continuous grinding in 4 coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.** Spec. No.: As directed by Engineer in charge

398.00

94.00

26 a / 12 BDM 12

Providing and laying Vitrified Sq.Mt. mirror/glossy finish RAK/ Kajaria /Nitco / Aisan / Coral Or equivalent make having decorative type of size 590 millimeter to 605 millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on

960.00

119.00

Providing and fixing heavy duty inter locking concrete Gray paving blocks of 40 mm thickness of having a strength of 200 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete ** Spec. No.: As directed by Engineer in charge

100

I.No.

Code

Description

Unit

Rate

a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc complete.** Spec. No.: Bd. M-12 page No. 385 26 b / 12 BDM 12

Providing and laying Vitrified MATT Sq.Mt. finish RAK/ Kajaria /Nitco / Aisan / Coral Or equivalent make having decorative type of size 590 millimeter to 605 millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc complete.** Spec. No.: Bd. M-12 page No. 385

1260.00

118.00

26 c / 12 BDM 12

Providing and laying Vitrified RUSTIC Sq.Mt. MATT STONE finish RAK/ Kajaria /Nitco / Aisan / Coral Or equivalent make having decorative type tiles of size 590 millimeter to 605 millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc complete.** Spec. No.: Bd. M-12 page No. 385

1620.00

117.00

26 d / 12 BDM 12

Providing and laying Vitrified STONE Sq.Mt. EFFECT FINISH RAK/ Kajaria /Nitco / Aisan / Coral Or equivalent make having decorative type tiles of size 590 millimeter to 605 millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc complete.** Spec. No.: Bd. M-12 page No. 385

1885.00

116.00

27 / 12 BDM

Providing and laying chequered tiles of Sq.Mt. approved quality of company RAK / Kajaria / Nitco / Asian or equivalent make of size 30 cm x 30 cm for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing

835.00

590.00

101

I.No.

Code

Description

Unit

Rate

complete. ** Spec. No.: Bd. M-12 28 / 12 BDM

Providing and laying Antiskid Ceramic Sq.Mt. tiles of approved quality of company RAK / Kajaria / Nitco / Asian or equivalent make of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing complete. ** Spec. No.: Bd. M-12

968.00

510.00

29 / 12 BDM

Providing and laying telephone black / Sq.Mt. Amba White / Cadburybrown / RBI red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete. ** Specifications: Bd. M. 12

4070.00

595.00

30 a / 12 BDM

Providing Half-round Moulding ( Full R.Mt. Moulding ) to 18 mm to 20 mm thick granite stone including fine polishing and cleaning etc complete.** Spec.No:As directed by Engineer In Charge

136.00

115.00

30 b / 12 BDM

Providing Half-round Moulding ( Full R.Mt. Moulding ) to 18 mm to 20 mm thick Marble / Kota stone including fine polishing and cleaning etc complete.** Spec.No:As directed by Engineer In Charge

115.00

100.00

31 a / 12 BDM

Providing Quarter-round Moulding ( Half R.Mt. Moulding ) to 18 mm to 20 mm thick granite stone including fine polishing and cleaning etc complete. ** Spec.No:As directed by Engineer In Charge

110.00

92.00

31 b / 12 BDM

Providing Quarter-round Moulding ( Half R.Mt. Moulding ) to 18 mm to 20 mm thick Marble / Kota stone including fine polishing and cleaning etc complete.** Spec.No:As directed by Engineer In Charge

87.00

78.00

32 a / 12 BDM

Providing Chamfer Of Required size to R.Mt. granite stone including fine polishing and cleaning etc complete.** Spec.No:As directed by Engineer In Charge

59.00

45.00

32 b / 12 BDM

Providing Chamfer Of Required size to 18 R.Mt. mm to 20 mm thick Marble / Kota stone including fine polishing and cleaning etc complete.** Spec.No:As directed by Engineer In Charge

46.00

37.00

102

I.No.

Code

Description

Unit

Rate

33 / 12 BDM

Providing and laying Polished Kota stone Sq.Mt. flooring With Hand-Cut Polished Kota Stones 25mm to 30mm thick and required width in plain/diamond pattern on bed of 1:6 Cement mortar including cement float, filling joints with neat cement slurry, curing, cleaning and Mirror Polishing complete.** Spec. No.: Bd. M-3 page No. 380^NoteWater absorption for item No,19 should not exceed 0.05%**Note** – For item no. 14 to 33 Prior approval of S.E. will be necessary.. Spec : As directed by Engineer-In- Charge

1598.00

584.00

34 / 12 BDM

Providing laying & fixing exterior grade Sq.Mt. fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN 51094 like ultra tiles 300 x 300 or equivalent ,in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polished and cleaning complete For flooring. Spec : As directed by Engineer-In- Charge

1170.00

310.00

35 / 12 BDM

Providing laying & fixing exterior grade Sq.Mt. fibrilling fibre reinforcement heavy duty designer cement concrete tiles for steps and dado of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN 51094 like ultra tiles or equivalent ,in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing,polished and cleaning complete For steps, and dado Spec : As directed by Engineer In Charge

1440.00

310.00

103

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-N : Wood finish Unit

Item Code


1 a / 13 BDN 1.1

Providing and applying boiled linseed oil Sq.Mt. in one coat, to the new wood work, including knotting, preparing the surface, scaffolding etc. complete as directed. Spec. No.: Bd. N. 1. 1 Page No. 399

14.00

9.00

1 b / 13 BDN 1.1

Providing and applying boiled linseed oil Sq.Mt. in two coats to the new wood work, including knotting, preparing the surface, scaffolding etc. complete as directed. Spec. No.: Bd.N.1.1 Page No. 399

21.00

15.00

2 a / 13 BDN 1.2

Providing and applying Wax polishing to the Sq.Mt. new wood work including knotting, preparing the surface, scaffolding etc. complete as directed. Spec. No.: Bd.N.1.2 Page No. 399

26.00

21.00

2 b / 13 BDN 1.2

Providing and applying Wax polishing to Sq.Mt. the old wood work including knotting, preparing the surface, scaffolding etc. complete as directed. Spec. No.: Bd. N. 1.2 Page No. 399

22.00

17.00

3 a / 13 BDN 1.3

Providing and applying French polishing Sq.Mt. for required finish on previously polished wood including knotting, preparing the surfaces, scaffolding etc. complete as directed Spec. No.: Bd.N.1.3 Page No. 399

60.00

45.00

3 b / 13 BDN 1.3

Providing & applying french polishing to Sq.Mt. new wood work, for required finishing including. knotting, preparing the surfaces, scaffolding etc. complete as directed. Spec. No.: Bd.N.1.3 Page No. 399

115.00

99.00

4 / 13 BDN 1.4

Providing and applying varnish in one Sq.Mt. coat on previously varnished wood work including knotting, preparing the surface, scrapping, scaffolding, etc. complete. Spec. No.: Bd.N.1.4 Page No. 400

19.00

12.00

5 / 13 BDN 1.4

Providing and applying Varnish in two Sq.Mt. coats on new wood work including knotting, preparing the surface, scaffolding etc. Complete. Spec. No.: Bd.N.1.4 Page No. 400

30.00

17.00

104

I.No. 6 / 13 BDN

Code

Description

Providing and applying melamine polish Sq.Mt. of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polishing, scaffolding if required etc. complete. Note:The work to be executed on prior approval of Superintending Engineer will be necessary. Spec : As directed by Engineer In Charge

105

Unit 728.00

Rate 416.00

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-O : Oil Painting Unit

Item Code


1 / 14 BDO 1

Providing and applying two coats of Sq.Mt. lead/zinc base oil paint/ bituminous paint of approved colour and shade to new wood work and fiber boards including preparing the surface, knotting, scaffolding if necessary, excluding primer coat complete. Spec. No.: Bd.O. 1 Page No. 403

58.00

16.00

2 / 14 BDO 2

Providing and applying one coat of Sq.Mt. lead/zinc base oil paint/ bituminious paint of approved colour and shade to old wood work previously painted and fiber boards including if necessary scaffolding, preparing surface excluding primer coat complete. Spec. No.: Bd.0.2 Page No. 404

31.00

7.00

3 / 14 BDO 2A

Providing and applying two coats of Sq.Mt. lead/zinc base oil paint/bituminious paint of approved colour and shade to old wood work and fiber boards previously painted including if necessary scaffolding, preparing the surface excluding priming coat complete. Spec. No.: Bd.0.2 Page No. 404

46.00

16.00

4 / 14 BDO 3

Providing &applying two coats of Sq.Mt. lead/zinc base oil paint/ bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary, cleaning and preparing the surface. (excluding primer coat). Spec. No.: Bd.0.3 Page No. 404

57.00

18.00

5 a / 14 BDO 4

Providing and applying one coat of Sq.Mt. aluminium paint of approved make to new structural steel work in building and workshop including scaffolding if necessary, cleaning and preparing surface (excluding primer coat) complete. Spec. No.: Bd.0.4 Page No. 405

48.00

14.00

5 b / 14 BDO 4A

Providing and applying 2 coats of Sq.Mt. alluminium paint of approved make to new structural steel work in buildings and workshops including scaffolding if necessary, cleaning and preparing the

69.00

22.00

106

I.No.

Code

Description

Unit

Rate

surface (excluding primer coat) complete. Spec. No.: Bd.0.4 Page No. 405 6 / 14 BDO 5

Providing and applying two coats of Sq.Mt. synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) complete. Spec. No.: Bd.0.5 Page No. 405

59.00

22.00

7 a / 14 BDO 6

Providing and applying one coat of flat oil Sq.Mt. paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing surface(excluding primer coat) complete. Spec. No.: Bd.0.6 Page No. 406

35.00

14.00

7 b / 14 BDO 6A

Providing and applying 2 coats of flat oil Sq.Mt. paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat) complete. Spec. No.: Bd.0.6 Page No. 406

50.00

23.00

8 a / 14 BDO 7

Providing and applying one coat of flat oil Sq.Mt. paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) complete. Spec. No.: Bd.0.7 Page No. 406

33.00

13.00

8 b / 14 BDO 7A

Providing and applying 2 coats of flat oil Sq.Mt. paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) complete. Spec. No.: Bd.0.7 Page No. 406

53.00

21.00

9 / 14 BDO 8

Providing and applying two coats of Sq.Mt. water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. Spec. No.: Bd.0.8 Page No. 406

43.00

23.00

10 / 14 BDO 8B

Removing old paint from steel and other Sq.Mt. metal surfaces and making the surfaces even with hand scrapping, scaffolding etc. complete.

10.00

10.00

107

I.No.

Code

Description

Unit

Rate

Spec : As directed by Engineer In Charge 11 / 14 BDO 8C

Providing and applying priming coat over Sq.Mt. new wood and wood based surfaces, including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting, scaffolding etc. complete. Spec : As directed by Engineer In Charge.

19.00

6.00

12 / 14 BDO 8D

Providing and applying priming coat over Sq.Mt. new/old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding etc. complete. Spec : As directed by Engineer In Charge

18.00

9.00

13 / 14 BDO 8E

Providing and applying priming coat on Sq.Mt. concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required. Spec : As directed by Engineer In Charge

18.00

6.00

14 / 14 BDO 8F

Providing and applying one coat of seal Sq.Mt. cement primer of approved manufacture and shed including scaffolding preparing the surface by cleaning dirt and other foreign matters, scrapping if necessary including scaffolding etc. complete. Spec : As directed by Engineer In Charge

12.00

7.00

15 / 14 BDO

Providing and applying pearl/ luster Sq.Mt. finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. Spec : As directed by Engineer In Charge

214.00

110.00

16 / 14 BDO

Providing and applying two coats of Sq.Mt. textured synthetic paint of approved shade and quality and one coat of primer before applying textured paint including scaffolding if necessary preparing surface by thoroughly cleaning oil, grease, dirt and other materials as required, etc. complete Spec : As directed by Engineer In Charge

122.00

26.00

17 / 14 BDO

Providing and applying two coats of Sq.Mt. appex Appex Ace white exterior paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if

160.00

90.00

108

I.No.

Code

Description

Unit

Rate

necessary , and watering the surface for two days complete. Spec : As directed by Engineer In Charge 18 / 14 BDO

Providing and applying two coats of Sq.Mt. exterior white weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary , and watering the surface for two days complete Spec : As directed by Engineer In Charge Note- For item no. 15 to 18 prior approval of Superintending Engineer will be necessary

109

158.00

90.00

I.No.

Code

Description

Unit

Rate


Sr. No &

Building

Sub Category


Bd-P : Colour,white washing,distempering Unit

Item Code


1 a / 15 BDP 1

Providing and applying white-wash in Sq.Mt. one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. Spec. No.: Bd.P.1 Page No. 411

4.50

2.50

1 b / 15 BDP 1A

Providing and applying white-wash in two Sq.Mt. coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. Spec. No.: Bd. P. I Page No. 411

7.50

5.00

2 a / 15 BDP 2

Providing and applying colour-wash of Sq.Mt. approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc. complete. Spec. No.: Bd. P.2 Page No. 412

6.50

2.50

2 b / 15 BDP 2A

Providing and applying colour-wash of Sq.Mt. approved colour and shade in two coats to new surface including scaffolding, brushing and brooming down (excluding base coat of white-wash) etc. complete. Spec. No.: Bd.P.2 Page No. 412

12.00

6.00

3 a / 15 BDP 3

Providing and applying colour-wash of Sq.Mt. approved colour and shade in one coat to old surfaces which are to be recoloured including scaffolding, brushing and brooming down. (excluding base coat of white wash) etc. complete. Spec. No.: Bd.P.3 Page No. 412

6.00

2.50

3 b / 15 BDP 3A

Providing and applying colour-wash of Sq.Mt. approved colour and shade in two coats to old surfaces which are to be recoloured including scaffolding, brushing and brooming down. (excluding base coat of white-wash) etc. complete. Spec. No.: Bd.P.3 Page No. 412

11.00

6.00

110

I.No.

Code

Description

Unit

Rate

4 a / 15 BDP 4

Providing and applying washable powder Sq.Mt. distemper of approved colour and shade to old & new surfaces in one coat including scaffolding, preparing the surfaces (excluding the priming coat) complete. Spec. No.: Bd.P.4 Page No. 413

13.00

6.00

4 b / 15 BDP 4A

Providing and applying washable powder Sq.Mt. distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat) complete. Spec. No.: Bd. P.4 Page No. 413

18.00

6.00

5 a / 15 BDP 5

Providing & applying washable oil-bound Sq.Mt. distemper of approved colour and shade to old & new surfaces in one coat including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. Spec. No.: Bd. P.5 Page No. 413

25.00

9.00

5 b / 15 BDP 5A

Providing & applying washable oil-bound Sq.Mt. distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. Spec. No.: Bd.P.5 Page No. 413

36.00

11.00

6 a / 15 BDP 6

Providing and applying plastic emulsion Sq.Mt. paint of approved quality, colour and shade to old & new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat) complete. Spec. No.: Bd.P.6 Page No. 414

61.00

19.00

6 b / 15 BDP 6A

Providing and applying plastic emulsion Sq.Mt. paint of approved quality, colour and shade to old and new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) complete. Spec. No.: Bd.P.6 Page No. 414

82.00

23.00

7 / 15 BDP

Removing white wash or colour wash by Sq.Mt. steel wire brushing and / or scrapping sand preparing and preparing the wall surface smooth including necessary repairs to scratches etc. complete. Spec.No.: As directed by Engineer in charge.

5.00

2.50

8 / 15 BDP

Extra for washing and cleaning of Sq.Mt. decorated wall surfaces with soap, soda and water. Spec : As directed by Engineer In Charge

2.00

1.50

111

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-Q : Wood work Unit

Item Code


Labour

1 a / 16 BDQ 1

Providing and fixing Ghana teak wood Sq.Mt. planking 25 mm thick for flooring plained on both sides, tongued and grooved including scaffolding, if necessary, and one coat of primer complete. Spec. No.: Bd.Q. 1 Page No. 419

2245.00

97.00

1 b / 16 BDQ 1A

Providing and fixing Ghana teak wood Sq.Mt. planking 50 mm thick for flooring plained on both sides, tongued and grooved including scaffolding, if necessary, and one coat of primer complete. Spec. No.: Bd.Q.1 Page No. 419

4485.00

96.00

2 / 16 BDQ 2

Providing and fixing Ghana teak wood Cu.Mt. 96500.00 joists and girders in timber floors of single, double or framed type including scaffolding if necessary, and one coat of primer complete. Spec. No.: Bd.Q.2 Page No. 420

2782.00

3 / 16 BDQ 2A

Providing and fixing Jungle (hard) wood Cu.Mt. 40200.00 of approved species joists and girders in timber floor of single, double or framed type including scaffolding if necessary and one primer coat complete. Spec. No.: Bd.Q.2 Page No. 420

3883.00

4 / 16 BDQ 3

Providing and fixing Ghana teak wood Sq.Mt. plank ceiling 20 mm thick tongued and grooved including iron screws, scaffolding, if necessary, including one primer coat on under side and one coat of coal tar on upper side complete. Spec. No.: Bd.Q.3 Page No. 421

141.00

5 / 16 BDQ 4

Providing and fixing Ghana teak wood Cu.Mt. 106300.00 10774.00 framed collar beam / king post / queen post truss, with all Iron work including scaffolding, if necessary, and one coat of primer complete. Spec. No.: Bd.Q.4, Page No. 422

112

1995.00

I.No.

Code

Description

Unit

Rate

6 / 16 BDQ 4A

Providing and fixing in jungle wood Cu.Mt. 54082.00 11140.00 framed collar beam / king post / queen post truss, with all iron work including scaffolding, if necessary and primer coat complete. Spec. No.: Bd.Q.4, Page No. 422

7 a / 16 BDQ 5

Providing and fixing Ghana teak wood Cu.Mt. 103400.00 9412.00 common rafters, purlins and purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts for roofing etc. including scaffolding, if necessary, all iron work and one coat of primercomplete. Spec. No.: Bd.Q.5, Page No. 423

7 b / 16 BDQ 5A

Providing and fixing jungle wood Cu.Mt. 46300.00 common rafters, purlins and purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates & posts for roofing, etc. including scaffolding, if necessary all iron work and one coat of primer complete. Spec. No.: Bd.Q.5, Page No. 423

9642.00

8 / 16 BDQ 8

Providing and fixing Ghana teak wood R.Mt. hand rail of 60 mm x 75 mm as per detailed drawings or as directed by the Engineer, including french polishing, etc. complete. (Note : The work to be executed on preapproval of Superintending Engineer) Spec. No.: Bd.Q.8, Page No. 425

770.00

304.00

9 / 16 BDQ 18

Providing and fixing decorative teak Sq.Mt. plywood veneer lining 4 mm thick with backing of Ghana teak wood frame work of battens 12 mm X 25 mm at 30 cm center to center fixed to walls and pillars without skirting and cornice as per drawings including necessary iron work and finishing the exposed wood work with french polish complete. Spec. No.: Bd.Q. 18 Page No. 431

1201.00

169.00

10 / 16 BDQ 19

Providing and fixing Ghana teak wood R.Mt. eaves boards 15 cm wide and 25 mm thick plain decorative type including scaffolding and painting with two coats complete. Spec. No.: Bd.Q. 19 Page No. 432

442.00

101.00

Providing and fixing seasoned and R.Mt. 11 / 16 BDQ 19A treated jungle wood of approved species eaves board 15 cm wide and 25 mm thick plain decorative type including scaffolding and painting with two coats complete. Spec. No.: Bd.Q. 19 Page No. 432

265.00

98.00

113

I.No.

Code

Description

Unit

Rate

12 / 16 BDQ 20

Providing and fixing Ghana Teak wood R.Mt. eaves plate of size 10cm wide and 20 mm thick including scaffolding and painting in two coats complete. Spec. No.: Bd.Q.20 Page No. 432

231.00

65.00

13 / 16 BDQ 21

Providing and fixing country teak wood R.Mt. barge board 22 cm wide and 20mm thick plain type including scaffolding and painting in two coats complete. Spec. No.: Bd.Q.21 Page No. 433

484.00

158.00

Providing and fixing seasoned and R.Mt. 14 / 16 BDQ 21A treated jungle wood of approved species barge board 22 cm wide and 20 mm thick plain type including scaffolding and painting in two coats complete. Spec. No.: Bd.Q.21 Page No. 433

260.00

132.00

15 / 16 BDQ

Providing and fixing shutter to wall Sq.Mt. cupboard made from 19 mm thick Teak particle board with approved coloured laminated face 1.5 mm thick bonded with phenol formaldehyde synthetic resin B.W.P. grade including lipping beading steel plated fixtures and fastening and oil primer coat etc. complete.(Excluding cupboard frame) Spec. No.: As directed by Engineer in charge.

1808.00

470.00

16 / 16 BDQ

Providing and fixing Shutter to wall Sq.Mt. Cupboard consisting of Ghana Teak Wood styles and Rails 25 mm thick and 75 mm wide with panel insert of 12 mm thick particle Board with one approved coloured Laminated Face on one side 1.5 mm thick, bonded with Phenol Formaldehyde Synthetic Resin including Lipping Beading. Steel plated fixtures and fastening and oil primer coat etc. complete. (Excluding cupboard frame) Spec : As directed by Engineer In Charge

2067.00

468.00

114

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-R : Roofing and ceiling Unit

Item Code

Rate For 20162017 Complete Labour

1 / 17 BDR 1

Providing and fixing Mangalore tiled roofing Sq.Mt. with class " AA" tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire fixing 50 mm x 25 mm horizontal teak wood battens and iron works and oiling the battens etc. complete. (Excluding ridge and hip tiles). Spec : Bd.R.1, Page No. 449

836.00

118.00

2 / 17 BDR 2

Providing and fixing Mangalore tiled roofing Sq.Mt. with class "AA" tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire fixing country teak wood sloping battens of 25 x 12 mm teak wood horizontal battens of 50mm x 25mm over the slopping battens, all iron work and coal tarring the battens complete (Excluding ridge & hip tiles). Spec : Bd.R.2, Page No. 450

815.00

80.00

3 / 17 BDR 3

Providing and fixing Mangalore tile ridge R.Mt. and hip tiles of class "AA" including scaffolding if necessary, pointing with coloured cement mortar and curing complete. Spec : Bd.R.3, Page No. 450

179.00

88.00

4 a / 17 BDR 5

Providing and fixing plain zinc sheeting of Sq.Mt. 0.80 mm thick (22 B.W.G.) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iror screws and bolts and lead and bitumen washers complete.(Weight of 6.8 kg/sq.m.). Spec : Bd.R.5, Page No. 453

806.00

101.00

4 b / 17 BDR 5

Providing and fixing corrugated galvanised Sq.Mt. iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised / iron screw / bolt and lead / bitumen washers as per drawing complete.(Weight of 5.5 kg/sq.m.). Spec : Bd.R.5, Page No. 453

720.00

102.00

5 / 17 BDR 7

Providing and fixing 6.00 mm thick Sq.Mt. Asbestos Cement Corrugated (Big size) sheet roofing including galvanised iron 'J' or 'L' hook bolts galvanised iron band bituminous G.I. washers, galvanised iron

367.00

108.00

115

I.No.

Code

Description

Unit

Rate

clamps and bolts and nuts and scaffolding complete. Spec : Bd. R.7, Page No. 453 6 / 17 BDR 9

Providing and fixing 6 mm thick Asbestos R.Mt. Cement Semi ridge capping for roofing including galvanised iron hooks, bolts, galvanised iron and bituminous washers, galvanised iron clamps, bolts and nuts including scaffolding complete. Spec : Bd.R.9, Page No. 455

310.00

111.00

7 a / 17 BDR 10

Providing and fixing valley gutter of 22 R.Mt. B.W.G. (0.8mm) plain galvanised iron sheets 120 cm wide with teak wood planking 20 mm thick including two coats of coaltarring the upper surface of plank (excluding painting to underside of plank). Spec : Bd. R. 10, Page No. 455

2425.00

391.00

Providing and fixing valley gutter of 22 R.Mt. 7 b / 17 BDR 10A B.W.G. (0.8mm) plain galvanised iron sheets 90 cm wide with teak wood planking 20 mm thick including two coats of coaltarring the upper surface of plank (excluding painting to underside of plank). Spec : Bd. R. 10, Page No. 455

1800.00

227.00

Providing and fixing valley gutter of 24 R.Mt. 8 / 17 BDR 10B B.W.G. 0.63 mm thick G.I. sheet 120 cm wide with 20 mm thick teak wood planking underneath coal tarring etc. complete. Spec : Bd. R. 10, Page No. 455

2353.00

221.00

9 / 17 BDR 11

Providing and fixing glass tiles of Mangalore type at required places in Mangalore tile roof including scaffolding necessary. Spec : Bd. R. 11, Page No. 456

No.

488.00

38.00

10 / 17 BDR 13

Providing and fixing Mangalore pattern cowl ventilator tiles in the required places in a Mangalore tiled roof including scaffolding necessary. Spec : Bd. R. 13, Page No. 459

No.

102.00

34.00

11 / 17 BDR 16

Providing and fixing false ceiling of plain Sq.Mt. asbestos cement sheets 4 mm thick with teak wood beadings 45 x 12 mm with frame work of teak wood battens of size 70 x 60 mm at 1.00 M center to center including scaffolding, if necessary, all iron work and painting (visible surfaces) to A.C. sheet and beading in two coats complete (excluding T.W. runner to be paid separately). (only for repair works) Spec : Bd.R.16, Page No. 460

1073.00

161.00

116

I.No.

Code

Description

Unit

Rate

12 / 17 BDR

Providing and fixing frame work of anodised Sq.Mt. aluminium sections for suspended false ceiling consisting of aluminium T 50 mm x 40 mm weighing 0.39 kg/m. at 60 cms c/c & fixed with ( 15 x 15 mm) flanges weighing 0.119 kg/m suspended on 6 mm dia. mild steel rod weighing 0.22 kg/m fixed on wall and beams including rounding of the edges with aluminium T of 50 mm x 40 mm weighing 0.39 kg/m etc. including all labour etc, complete. Spec :As directed by Engineer in charge.

882.00

440.00

13 / 17 BDR

Providing and fixing frame work of Sq.Mt. galvanised iron for suspended false ceiling which includes galvanised iron perimeter channels of size 27 mm & 0.5 mm thick having one flange of 20 mm and another of 30 mm along with perimeter of the ceiling, fixing in brick wall / partition with the help of rawal plugs and screws, suspending galvenised iron intermediate channels of size 45 mm and 0.9 mm thick with two flanges of 15 mm each from the soffit at 1200 mm centers with steel galvanised iron hanger of width 25 mm x 0.5 mm fasteners, ceiling section of 0.5 mm thickness having curved wedge of 51.5 mm and two flanges of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with the help of connecting clips and in direction perpendicular to the intermediate channel at 450 mmcenters, 12.5 mm dry walls screws at 230 mmcenters; fixing screws mechanically either with screw driver or drilling machine with suitable attachmentetc. complete. Spec :As directed by Engineer in charge.

675.00

402.00

14 / 17 BDR 17

Providing and fixing false ceiling of teak Sq.Mt. wood particle board half perforated sheet 12 mm thick including scaffolding, if necessary, all iron work and two coats of oil painting to boards and beading i.e. visible surface (excluding frame work and runners). Spec : Bd. R. 17 Page No. 461

725.00

117.00

15 / 17 BDR

Providing and fixing false ceiling of 10 to12 Sq.Mt. mm thick decorative boards of fibrous plaster of paris including scaffolding if necessary all architectural work like mouldings, cornices, coves, domes, cups as per detailed drawings and three coats of spray painting to boards etc. complete. (excluding frame work, runners and mild steel suspenders). Spec :As directed by Engineer in charge.

730.00

114.00

117

I.No.

Code

Description

Unit

Rate

16 / 17 BDR 19

Providing and fixing false ceiling of 12mm Sq.Mt. thick tubular Acoustic Armstrong/ Everest/ AMS boards of approved make, shape and sizes as per drawings including powder coated G.I. wall angle of 20mm x 20mm size, G.I. grid runners of size 20mm x 38mm at 600mm center to center both ways and suspended using G.I. wire 3mm wire including fixing using butterfly clips and fasteners including transporting, scaffolding all necessary labour and machinery, finishing etc. complete. Spec : Bd. R. 19 Page No. 462

1545.00

415.00

17 / 17 BDR

Providing and fixing false ceiling of 15mm Sq.Mt. thick Acoustic tubular Armstrong/ Everest/ AMS (0.60 x 0.60 m.) boards of approved make, shape and sizes as per drawings including powder coated G.I. wall angle of 20mm x 20mmx 0.6 x 0.6mm size, G.I. grid runners of size 15mm x 38mm at 600mm center to center both ways and suspended using G.I. 3mm wire including fixing using butterfly clips and fasteners including transporting, scaffolding all necessary labour and machinery, finishing etc. complete. Spec :As directed by Engineer in charge.

1615.00

395.00

18 / 17 BDR 17

Providing and fixing false ceiling of T.W. Sq.Mt. partical board half perforated sheets 12 mm thick with frame work of M.S. angle 40 x 40 x 5 mm and T of size 40 x 40 x 6 mm at 60 cm center to center including 12 mm dia. hangers, T.W. battens 50 x 25 mm and beading 25 x 15 mm thick scaffolding, if necessary, all iron work and two coats of painting to boards and beading i.e. visible surface. Spec : Bd. R. 17, Page No. 461

1201.00

380.00

19 / 17 BDR 17

Providing and fixing False ceiling of 12 mm Sq.Mt. thick Laminated board with frame of M.S. angle 40 x 40 x 5 mm and Tee of size 40 x 40 x 6mm at 60 cm c/c including 12 mm dia. hangers, T.W. battens 50 x 25 mm and beading 25 x 15 mm thick scaffolding if necessary, all Iron work etc. complete. Spec : Bd. R. 17, Page No. 461

1970.00

330.00

20 / 17 BDR

Providing and applying two coats of Sq.Mt. bitumen to roof on new dungaree clothone coat on each side etc. complete as directed Spec :As directed by Engineer in charge.

70.00

59.00

118

I.No.

Code

Description

Unit

Rate

21 / 17 BDR

Providing and applying one coat of bitumen Sq.Mt. to roof (without cloth) including scaffolding etc. complete as directed. Spec :As directed by Engineer in charge.

30.00

23.00

22 / 17 BDR

Removing and resetting Mangalore tiles Sq.Mt. from roof including refixing loose battens. Spec :As directed by Engineer in charge.

45.00

50.00

23 / 17 BDR

Removing the tiles, battens and dungry Sq.Mt. cloth purlins, rafters and ridges etc. from roof, sorting out the serviceable and unserviceable materials and stacking the same as and where directed in the compound, scaffolding etc. complete. Spec : As directed by Engineer in charge

32.00

35.00

24 / 17 BDR

Removing G.I. or A.C. sheet roofing Sq.Mt. including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete. Spec :As directed by Engineer in charge.

41.00

41.00

25 / 17 BDR

Removing and lowering the roof truss Sq.Mt. carefully without damaging the members and stacking as and where directed in the compound including scaffolding etc. complete. Spec :As directed by Engineer in charge.

123.00

123.00

26 / 17 BDR

Removing R.S. girders of any size and span lowering the same and stacking neatly wherever directed in the compound scaffolding etc. complete. Spec :As directed by Engineer in charge.

1140.00

1140.0 0

27 / 17 BDR

Providing fixing teak wood battens 50 mm x R.Mt. 25 mm for Mangalore tile roof work with all iron work scaffolding and oiling the battens complete. Spec :As directed by Engineer in charge.

85.00

14.00

28 / 17 BDR

Providing fixing teak wood battens 25 mm x R.Mt. 12 mm for Mangalore tile roof work with iron work scaffolding and oiling the battens complete. Spec :As directed by Engineer in charge.

62.00

14.00

29 / 17 BDR

Providing and fixing sky light in R.C.C. roof Sq.Mt. including frame made of M.S. angle 50 x 50 x 6 mm with hold fast, sheet glass 5 mm thick, Chicken mesh 24 gauge with all accessories and required fixtures and fastening fitting including painting etc. complete. Spec :As directed by Engineer in charge.

1054.00

65.00

30 / 17 BDR

Providing and fixing 12mm dia. mild steel bar upto 0.5 M. length for anchor rods with

91.00

33.00

119

M.T.

No.

I.No.

Code

Description

Unit

Rate

necessary threading nuts and bolts etc complete. Spec :As directed by Engineer in charge. 31 / 17 BDR 3

Providing fixing Mangalore tile roofing with Sq.Mt. class AA tiles in cement mortar 1:4 on sloping slab including necessary scaffolding curing, finishing, etc. complete. Spec : Bd. R. 3A., Page No. 449

620.00

94.00

32 / 17 BDR

Providing and fixing colour coated Sq.Mt. Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness ( BMT ) (0.5mm TCT ), Histrength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. & return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 kg/sqm) Spec :As directed by Engineer in charge.

820.00

58.00

33 a / 17 BDR

Providing and fixing of colour coated R.Mt. Zincaluminium (R) AZ150 (min 150 gms/sq.mt. total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness (BMT) (0.5mm TCT), Histrength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet

935.00

58.00

120

I.No.

Code

Description

Unit

Rate

shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capacity groove. & return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 kg/sqm) 301mm to 600mm girth (Surface Width). Spec :As directed by Engineer in charge. 33 b / 17 BDR

Providing and fixing of colour coated Zinc R.Mt. aluminium (R) AZ150 (min 150 gms/sq.mt. total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness (BMT) (0.5mm TCT), Histrength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180250 mm center-to-center. The end rib shall be designed for anti-capacity groove. & return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 kg/sqm) 601 mm to 900 mm girth (Surface Width). Spec :As directed by Engineer in charge.

1135.00

58.00

34 / 17 BDR

Providing and fixing UPVC Roof made up of Sq.Mt. 3 layers roofing material of thickness 2mm having with of 1130 mm and of required Length having Tensile strength not less than 330 kg/cm2, including fastening with self drilling screw having washers made of stainless steel etc. complete. Spec :As directed by Engineer in charge.

1110.00

65.00

35 / 17 BDR

Providing and fixing PVC coloured Ridge Sq.Mt. tiles over UPVC roofing where required

625.00

40.00

121

I.No.

Code

Description

Unit

Rate

having size 113cm x 41cm and height 9.5 cm for ridge including fastening with self drilling screw having washers made of stainless steel etc complete. Spec :As directed by Engineer in charge. 36 / 17 BDR

Providing and fixing 15mm thick eco- Sq.Mt. friendly densified edge calcium silicate false ceiling (like aerolite) of approved texture spintone/cosmos/hexa or equivalent of size 595mm x 595mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanising at @12 gm/sq.m including both sides)consisting of main “T” runner suitably spaced at joints to get required length and size 24X38mm. made from 0.33mm thick(minimum ) sheet, spaced 1200mm center to center and cross “T” of size 24X28mm made of 0.33mm thick(minimum ) sheet to be interlocked at the middle of the 1200x600 mm panel to form the grid of size 600x600mm resting on periphery walls/partitions on a perimeter wall angle precoated steel of size 24x24x3000 made of 0.4 mm thick (minimum) sheet with the help of all plugs at 450mm and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture (spintone/cosmos/hexa) in the grid, including light fittings , fixtures , smoke detectors etc., wherever required. Main “T” runners suspended from ceiling with using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling using 12.5mm dia. And 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanized steel levels clips of size 85x30x0.8mm, spaced at 1200mm center to center along main “T” bottom exposed with 24mm of all T-sections shall be prepainted with polyester baked paint, for all heights, as per specifications, drawings etc. complete.(currently this item should be used only for VIP cabins) Spec : As directed by Engineer in charge.

1805.00

255.00

37 / 17 BDR

Providing and fixing false ceiling with eco- Sq.Mt. friendly light-weight calcium silicate tiles of spintone surface texture ―aerolite‖ make or equivalent of size 595mm x 595mm having 15mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600x600mm made from hot dipped G.I. steel

2010.00

255.00

122

I.No.

Code

Description

Unit

Rate

sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, main “T” runner of size 42mmx14mm between main tee 600mm center-tocenter and secondary cross “T” of size 33x14x0.43mm thick of length 600mm long spaced inter-locked at middle of the first crossed “T” in each panel to form grid of 1200mmx600mm resting on periphery wall Profile wall section 19mm (7+7) x 19mmx0.40thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, , smoke detectors etc., wherever required. Main “T” runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mm dia and 50mm long dash fastener, 4mm dia G.I. adjustable rods with powder-coated/good quality G.I. level adjustment clips of 35x35x0.8mm spaced @1200, center-tocenter along main “T” all complete at all heights as per the specifications, drawings and as per the directions of Engineer-incharge. Spec :As directed by Engineer in charge. 38 a / 17 BDR

Providing and fixing self supporting steel Sq.Mt. roofing system (Proflex) for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance +/- 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 15.30 meter having arch rise as 3.06 meter, arch length 17.75 meter. The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 0.80 millimeter ( tolerance + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick 123

1725.00

28.00

I.No.

Code

Description

Unit

Rate

polycarbonate sheet of size 2' x 7' and turbo ventilator of 24'' diameter to be installed at every 30 feet along the length of roof including finishing, testing and cleaning etc. complete. 38 b / 17 BDR

Providing and fixing self supporting steel Sq.Mt. roofing system (Proflex) for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance + / - 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 21.30 meter having arch rise as 4.26 meter, arch length 25.13 meter. The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 1.00 millimeter ( tolerance + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick polycarbonate sheet of size 2' x 14' and turbo ventilator of 24'' diameter to be installed at every 30 feet along the length of roof including finishing , testing and cleaning etc. complete.

1825.00

36.00

38 c / 17 BDR

Providing and fixing self supporting steel Sq.Mt. roofing system (Proflex) for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance + / - 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 25.00 meter having arch rise as 5.00 meter,

2115.00

43.00

124

I.No.

Code

Description

Unit

Rate

arch length 29.00 meter . The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 1.20millimeter ( tolerance + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick polycarbonate sheet of size 2' x 14' and turbo ventilator of 24'' diameter to be installed at every 30 feet along the length of roof including finishing , testing and cleaning etc. complete. 38 d / 17 BDR

Providing and fixing self supporting steel Sq.Mt. roofing system (Proflex) for a Godown or alike made up of structural grade steel sheet of 912 millimeter width (tolerance + / - 2 millimeter), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 28.75 meter having arch rise as 5.75 meter, arch length 33.92 meter. The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 1.40 millimeter (tolerance + / - 0.02 millimeter) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of 2 millimeter thick polycarbonate sheet of size 2' x 14' and turbo ventilator of 24'' diameter to be installed at every 30 feet along the length of roof including finishing , testing and cleaning etc. complete.

125

2385.00

51.00

I.No.

Code

Description

Unit

Rate

39 a / 17 BDR

Providing & Fixing of Armstrong or Sq.Mt. equivalent Mineral Fibre Acoustical Suspended Ceiling System with ultima (Bevelled Tegular) Edge Tiles With Armstrong or equivalent 15mm Exposed GRID. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.7, Light Reflectance ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 20mm , suitable for Green Building application, with Recycled content of 32%. The tile shall be laid on precoated G.I.channel on XL2 Clip having a web height of 32 mm with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32 mm and a load carrying capacity of 7.7 Kgs/M2 & minimum pull out strength of 100 Kgs.. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of Armstrong or equivalent make. . The Tile & Grid system used together should carry a 10 year warranty. products approved as per GRIHA and BS 476 Spec :As directed by Engineer in charge.

2297.00

145.00

39 b / 17 BDR

Providing & Fixing of Armstrong or Sq.Mt. equivalent Mineral Fibre Suspended Ceiling System with Bioguard (Bevelled Tegular) EDGE TILES WITH ARMSTRONG or Equivalent 15mm Exposed GRID. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 90%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0/Class 1 (BS 476 Part 6 & 7), in module size of 600x600 x 16mm with Anti Microbial coating on the face of the tile, suitable for Green Building application, with Recycled content of 34%. The tile shall be laid on precoated G.I. channel on XL2 Clip having a web height of 32 mm 32 with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner & 1200 mm Cross Tees with a web height of 32 mm and a load carrying capacity of 7.7 Kgs/M2 & pull out strength of 100Kgs. . The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of Armstrong or equivalent make. The Tile & Grid system used together should carry a 10 year warranty. products approved at GRIHA

1596.00

148.00

126

I.No.

Code

Description

Unit

Rate

and BS 476 Spec :As directed by Engineer in charge. 39 c / 17 BDR

Providing & Fixing of Armstrong or Sq.Mt. Equivalent Soft Fibre Acoustical Suspended Ceiling System with Optra (Bevelled Tegular) Edge Tiles With Armstrong or equivalent 15mm Exposed Grid. The tiles should have Humidity Resistance (RH) of 95%, NRC 0.9 - 1.0, Light Reflectance ≥85%, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 15mm , suitable for Green Building application, with Recycled content of 66% GW & 74% RW. The tile shall be laid on precoated G.I channel 32 with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32 mm and a load carrying capacity of 7 Kgs/M2 with a minimum pull out strength of 100 kgs. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system The Tile & Grid system used together should carry a 10 year warranty. products approved as per GRIHA and BS 476 Spec :As directed by Engineer in charge.

2149.00

148.00

39 d / 17 BDR

Providing & Fixing of Armstrong OR Sq.Mt. equivalent GI Lay in Plain metal ceiling consisting of 600x600mm Lay in tiles of pre coated galvanized steel in 0.5 mm thickness in Global white color tile to be laid on Armstrong or equivalent grid systems with 15mm wide T - section flanges color white having rotary stitching on the Main Runner, 1200 mm & 600 mm Cross Tees.Providing & Fixing of GI Lay in Plain metal ceiling consisting of 600x600mm Lay in tiles of pre coated galvanized steel in 0.5 mm thickness in Global white color tile to be laid on grid systems with 15mm wide T - section flanges color white having rotary stitching on the Main Runner, 1200 mm & 600 mm Cross Tees. products approved as per GRIHA and BS 476 Spec :As directed by Engineer in charge.

1646.00

148.00

39 e / 17 BDR

Providing & Fixing of Armstrong OR Sq.Mt. equivalent Mineral Fibre Acoustical Suspended Ceiling System with Dune (Bevelled Tegular) Edge Tiles With

1453.00

148.00

127

I.No.

Code

Description

Unit

Rate

Armstrong or equivalent 15mm Exposed Grid. The tiles should have Humidity Resistance (RH) of 99%,NRC 0.5, Light Reflectance ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 16mm , with Recycled content of 35 %. The tile shall be laid on precoated G.I.channel height 32 with 15 mm wide T - section flanges colour white having rotary stitching and XL2 CLIP on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32mm and a load carrying capacity of 7.57 Kgs/M2 & pull out stength of minimum 100 Kgs.. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of Armstrong OR equivalent make. The Tile & Grid system used together should carry a 10 year warranty. products approved as per GRIHA and BS 476 Spec :As directed by Engineer in charge. 39 f / 17 BDR

Providing & Fixing of Armstrong OR Sq.Mt. equivalent Mineral Fibre Acoustical Suspended Ceiling System with Fine Fissured (Bevelled Tegular) Edge Tiles With Armstrong or equivalent 15mm Exposed Grid. The tiles should have Humidity Resistance (RH) of 99%,NRC 0.6, Light Reflectance ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 16mm , with Recycled content of 31 %. The tile shall be laid on precoated G.I channel height of 32 with 15 mm wide T - section flanges colour white having rotary stitching and XL2 CLIP on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32mm and a load carrying capacity of 7.57 Kgs/M2 & pull out stength of minimum 100 Kgs.. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of Armstrong OR equivalent make. The Tile & Grid system used together should carry a 10 year warranty. product approved in GRIHA and BS 476 Spec : As directed by Engineer in charge.

128

1264.00

148.00

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-T : Doors and windows Unit

Item Code


Labour

1 a / 18 BDT

Providing and fixing frame with / without Cu.Mt. 104745.00 22130.00 ventilator of size as specified with Ghana teakwood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. Spec. No.: As directed by Engineer in charge.

1 b / 18 BDT

Providing and fixing frame with / without Cu.Mt. 54143.00 22604.00 ventilator of size as specified with non teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete. Spec. No.: As directed by Engineer in charge.

2 / 18 BDT 4

Providing and fixing the Ghana teak wood Sq.Mt. second class fully glazed openable fanlight rectangular in shape as per detailed drawing excluding the frame,stainless steel fixtures and fastenings and finishing the wood work with 3 coats of oil painting. Spec. No.: Bd-T-4 Page No. 479

2676.00

934.00

Providing and fixing Ghana teak wood Sq.Mt. 3 / 18 BDT 7 & 8 double or single leaf second class fully paneled door shutter with 35mm thick style and rail with 25 mm thick panels with openable fan light as per detailed drawings. excluding the door frame 60mm x 100mm stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats. Spec. No.: Bd-T-7 & 8 Page No. 481-82

5400.00

1689.00

Providing and fixing ghana teak wood Sq.Mt. single leaf paneled door shutter without fanlight and 25mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 25mm and bottom lock rail 200mm x 25mm insert pannel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin

3033.00

956.00

4 / 18 BDT 11

129

I.No.

Code

Description

Unit

Rate

(Generally confirming to ISI 3097) excluding frame, including stainless steel fixture and fastening and T.W. beading to junctions of paneled inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec : As directed by Engineer In Charge 5 / 18 BDT 11

Providing and fixing single leaf paneled Sq.Mt. door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec : As directed by Engineer In Charge

4561.00

1553.00

6 / 18 BDT 11

Providing and fixing single or double leaf Sq.Mt. paneled door shutter excluding frame with glazed openable fanlight shutter 35 mm thick as per detailed drawing consisting Ghana.T.W. vertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particle board including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Spec : As directed by Engineer In Charge

3327.00

831.00

7 / 18 BDT 12

Providing and fixing Ghana teak wood Sq.Mt. double or single leaf paneled shutters, 35 mm thick style and rail and 25 mm thick panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete. Spec. No.: Bd-T-11 & 12, Page No. 482483

5212.00

1670.00

8 / 18 BDT 34

Providing and fixing solid core flush door Sq.Mt. shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping,

2333.00

423.00

130

I.No.

Code

Description

Unit

Rate

wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. Spec. No.: Bd-T-34, Page No. 499 9 / 18 BDT 36

Providing and fixing solid core flush door Sq.Mt. shutter commercial in single leaf 32mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500

1612.00

423.00

10 / 18 BDT

Providing and fixing solid core flush door Sq.Mt. commercial type on single leaf 16 mm thick Bison Panel cement bonded particle Board including Teak wood lipping beading on all four edges without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast,stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats complete. Spec. No.: As directed by Engineer in charge.

1948.00

442.00

11 / 18 BDT 39

Providing and fixing Ghana teak wood Sq.Mt. single leaf door shutter with teak wood style and rail of 25 mm thick including fixing 50 mm x 25 mm size welded mesh of 10 gauge as per detailed drawing or as directed with stainless steel fixture and fastening finishing with 3 coats of oil painting etc. complete. Spec. No.: Bd-T-39, Page No. 500

2972.00

398.00

12 / 18 BDT

Providing and fixing factory made Sq.Mt. paneled door shutter in single leaf 35 mm thick style and rail without ventilator with Ghana T.W. panels 12 mm thick including wrought iron hold fast and stainless steel fixtures with oil painting 3 coats etc. complete. Spec : As directed by Engineer In Charge

1552.00

274.00

13 / 18 BDT

Providing and fixing Ghana teak wood Sq.Mt. single leaf paneled door shutters 35 mm thick style and rail and 19 mm thick Ghana T.W. panels as per detailed drawing including wrought iron hold fast stainless steel fixtures and fastening and three coats of oil painting etc. complete. Spec : As directed by Engineer In Charge

4038.00

578.00

131

I.No.

Code

Description

Unit

Rate

14 / 18 BDT 42

Providing and fixing fully glazed double Sq.Mt. leaf window shutter with openable fanlight including Ghana teak wood 25 mm thick style and rails with plain / obscured glass panels as per drawing or as directed by the Engineer in charge with stainless steel fixtures and fastening and finishing the wood work with oil painting three coats etc. complete. Spec. No.: Bd-T-42, Page No. 503

2600.00

813.00

15 / 18 BDT 42

Providing and fixing Ghana Teak Wood Sq.Mt. window with double leaf half glazed and half paneled shutter with ventilator including wrought iron hold fast, stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. Spec. No.: Bd-T-42, Page No. 503

3004.00

731.00

16 / 18 BDT 43

Providing and fixing Ghana teak wood Sq.Mt. windows with double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. Spec. No.: Bd-T-43, Page No. 503

3765.00

553.00

17 / 18 BDT 43

Providing and fixing ghana teak wood Sq.Mt. windows / ventilators with double leaf paneled shutters 25mm thick without ventilators as per detailed drawing including stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. Spec. No.: Bd-T-43, Page No. 503

4311.00

646.00

18 / 18 BDT 53

Providing and fixing steel window of Sq.Mt. various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, Steel fixtures and fastenings, oil painting two coats complete. Spec. No.: Bd-T-53, Page No. 509

2600.00

678.00

19 / 18 BDT 53

Providing and fixing steel window of Sq.Mt. various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, Steel fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)

2893.00

472.00

132

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd-T-53, Page No. 509 20 / 18 BDT

Providing and fixing steel window C.R.C. Sq.Mt. sheet as per I.S. 1513 : 1986. gauge sect. 65 x 40 x 25 mm shutter single sheet of 24 gauge single leaf joined by fusion welding at appropriate points with vertical grooves of 15 mm wide and 15 mm deep at a distance of 45 mm. The first and last rib should be 60 mm away from vertical edge of the shutter. the shutter shall be welded, with angle to from the periphery of the shutter. At the center of the frame there shall be angle welded to bifurcate the frame into segments with two leaf shutter square 12 mm square guard bars at 120 mm center with all accessories Spec : As directed by Engineer In Charge

2278.00

530.00

21 a / 18 BDT 55

Providing and fixing rolling shutter Sq.Mt. fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248-1979) (Without mechanical gear) Spec. No.: Bd.T.55, Page No. 510

3685.00

488.00

21 b / 18 BDT 55

Providing and fixing rolling shutter Sq.Mt. fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear

5245.00

540.00

133

I.No.

Code

Description

Unit

Rate

operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248-1979) (With mechanical gear) Spec. No.: Bd.T.55, Page No. 510 22 / 18 BDT 57

Providing and fixing collapsible steel gate Sq.Mt. in one / two leaves with hot rolled vertical channels of 18 x 9 x 3mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer & oil painting etc. complete. (I.S. 10521-1983). Spec. No.: Bd.T.57, Page No. 511

3095.00

990.00

23 / 18 BDT 67

Providing and fixing partition of welded Sq.Mt. mesh of 3mm dia. wires 50mm x 25mm size mesh including integrated non teak seasoned wood frame 80 x 50 mm of vertical and horizontal scantling and finishing with oil painting 3 coats etc. complete. Spec. No.: Bd-T-67, Page No. 515

1690.00

550.00

24 / 18 BDT

Providing and fixing sheet glass of 24 oz. Sq.Mt. for all size including putty etc. complete. Spec. No.: Bd.S . Page No. 465 to 467

636.00

76.00

25 / 18 BDT 53

Providing and fixing steel ventilator fully Sq.Mt. glazed partly fixed as per detailed drawing without hot dip zinc coating including fabricating glazing with plain / obscured glass panes and approved type and quality and Steel fixtures and fastening oil paint 2 coats etc. complete. Spec. No.: Bd. T. 53, Page No. 509 & As directed by Engineer in charge.

2105.00

378.00

26 / 18 BDT 53

Providing and fixing steel ventilator fully Sq.Mt. glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating glazing with plain / obscured glass pans and approved type quality and iron Steel and fastening with guard bars 12 mm square 10cm c/c and oil painting 2 coats etc. complete.

2914.00

583.00

134

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd. T. 53, Page No. 509 and As directed by Engineer in charge. 27 / 18 BDT

Providing and fixing M.S. grill door 24 Sq.Mt. kg/sqm of various size as per detailed drawings without hot dip coating, Steel fixtures and fastenings and 3 coats of oil painting etc. Spec : As directed by Engineer In Charge

2120.00

908.00

28 / 18 BDT

Providing and fixing Ghana.T.W. bedding R.Mt. of size 40 mm x 20 mm to the door frame of size 60 mm x 100 mm / 110 mm including chamfering finishing with 3 coats of oil painting etc. complete. Spec : As directed by Engineer In Charge

126.00

36.00

29 a / 18 BDT

Providing and fixing steel frame of angle Sq.Mt. 50 x 50 x 6mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete. Spec : As directed by Engineer In Charge

1714.00

357.00

29 b / 18 BDT

Providing and fixing steel frame of angle Sq.Mt. 40 x 40 x 5mm size for windows with 16 mm dia. mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including hold fast & iron oxidized fixtures boxes for fixing 40 x 6 mm fixing shutters including welding finishing painting etc. complete. Spec : As directed by Engineer In Charge

1320.00

308.00

30 a / 18 BDT

Providing and fixing steel frame door of Sq.Mt. angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. Spec : As directed by Engineer In Charge

910.00

284.00

30 b / 18 BDT

Providing and fixing steel frame door of Sq.Mt. angle 40 x 40 x 5mm with 16mm dia.mild steel bars horizontally at 10cm c/c for ventilator portion including iron hold fast for the fixing shutters including welding, painting, finishing etc. complete. Spec : As directed by Engineer In Charge

831.00

284.00

31 i / 18 BDT

Providing and fixing in position. (as per Sq.Mt. I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular

4480.00

1258.00

135

I.No.

Code

Description

Unit

Rate

pipe having overall dimension 63.50 x 38.10 x 1.02mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour Anodising with box Spec : As directed by Engineer In Charge 31 ii / 18 BDT

Providing and fixing in position. (as per Sq.Mt. I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour Anodising without box Spec : As directed by Engineer In Charge

3855.00

1258.00

31 iii / 18 BDT

Providing and fixing in position. (as per Sq.Mt. I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02mm at weight 0.547 kg/Rmt.

5310.00

1258.00

136

I.No.

Code

Description

Unit

Rate

and window frame bottom track section 61.85 x 31.75 x 1.20mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box. Spec : As directed by Engineer In Charge 31 iv / 18 BDT

Providing and fixing in position. (as per Sq.Mt. I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass with all required screws and nuts etc, complete. With powder coating withoutbox. Spec : As directed by Engineer In Charge

4310.00

1258.00

32 i / 18 BDT

Providing and fixing in position (as per Sq.Mt. 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30mm at weight 0.933 kg/Rmt. The

3970.00

1415.00

137

I.No.

Code

Description

Unit

Rate

shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineer-in-charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts etc, complete. with colour Anodising with box. Spec : As directed by Engineer In Charge 32 ii / 18 BDT

Providing and fixing in position (as per Sq.Mt. 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineer-in-charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts etc, complete with colour Anodising without box. Spec : As directed by Engineer In Charge

3515.00

1530.00

32 iii / 18 BDT

Providing and fixing in position (as per Sq.Mt. 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at

4765.00

1530.00

138

I.No.

Code

Description

Unit

Rate

weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineer-incharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts etc, complete with powder coating with box. Spec : As directed by Engineer In Charge 32 iv / 18 BDT

Providing and fixing in position (as per Sq.Mt. 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineer-incharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts etc, complete, With powder coating without box. Spec : As directed by Engineer In Charge

3825.00

1530.00

33 / 18 BDT

Providing and Fixing 30 MM thick " Sq.Mt. FACTORY MADE BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER manufactured by M/S RAJSHRI equivalent consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails,M.S frame shall have a coat of metel primer of approved make and manufacture .M.S frame shall be covered with heat mouled PVC ' C ' channel made from 5 mm (+/- 0.25) thick prelaminated sheet of density 600 kg/cum, of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in

4225.00

555.00

139

I.No.

Code

Description

Unit

Rate

45° angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45° on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/- 0.25) thick PVC strip of 20mm width is to be stuck on the bottom side of the 'c' channel prelaminated paneling of 5mm (+/- 0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/- 0.25) x 30mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/- 0.25) x 2 nos) 20mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including chromium plated fixture fasting Complete . Spec :As directed by Engineer in charge. 34 / 18 BDT

Providing and fixing Rajshri brand or Sq.Mt. equivalent factory made 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 raised panels design in different plain and /or prelamcolours on one side after routing the moulded design on flush doors and 2 mm plain and /or prelam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. Spec : As directed by Engineer In Charge

4960.00

725.00

35 / 18 BDT

Providing and fixing cold rolled steel hollow door frame 105mm x 60mm for any sizes including hold fast hinges, tie

922.00

204.00

140

No.

I.No.

Code

Description

Unit

Rate

members with red oxide and gray paint etc. complete as per I.S.I. specifications and code of practice prescribed including anticorrosive treatment as directed by the engineer. Spec : As directed by Engineer In Charge 36 a / 18 BDT

Providing and fixing in position alluminium Sq.Mt. openable window of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick clear float glass etc. complete. a) Without powder coating Spec : As directed by Engineer In Charge Note – While arriving at the rate of item weight at 6.90 kg / Sqm is considered

4530.00

520.00

36 b / 18 BDT

Providing and fixing in position alluminium Sq.Mt. openable window of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick clear float glass etc. complete. b) With powder coating Spec : As directed by Engineer In Charge Note – While arriving at the rate of item weight at 6.90 kg / Sqm is considered

5200.00

518.00

37 a / 18 BDT

Providing and fixing in position alluminium Sq.Mt. fixed window fully glazed of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening such as 5 mm thick clear float glass etc. complete. a) Without powder coating. Spec : As directed by Engineer In Charge Note – While arriving at the rate of item weight at 6.90 kg / Sqm is considered

3580.00

556.00

37 b / 18 BDT

Providing and fixing in position alluminium Sq.Mt. fixed window fully glazed of any size as per detailed drawing and as directed by Engineer-in-charge with all necessary alluminium sections including necessary fixtures and fastening such as 5 mm thick clear float glass etc. complete. b) With powder coating Spec : As directed by Engineer In Charge Note – While arriving at the rate of item weight at 6.90 kg / Sqm is considered

3932.00

551.00

38 a / 18 BDT

Providing and fixing in position Sq.Mt. alluminium partly openable and partly

4410.00

579.00

141

I.No.

Code

Description

Unit

Rate

fixed window of any size as per detailed drawing and as directed by Engineer-incharge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick float glass etc. complete. a) Without powder coating Spec : As directed by Engineer In Charge Note – While arriving at the rate of item weight at 6.90 kg / Sqm is considered 38 b / 18 BDT

Providing and fixing in position Sq.Mt. alluminium partly openable and partly fixed window of any size as per detailed drawing and as directed by Engineer-incharge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick float glass etc. complete. b) With powder coating . Spec : As directed by Engineer In Charge Note – While arriving at the rate of item weight at 6.90 kg / Sqm is considered

4615.00

575.00

39 a / 18 BDT

Providing and fixing M-40 grade thick R.Mt. vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 6524-1983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm. Spec : As directed by Engineer In Charge

693.00

208.00

39 b / 18 BDT

Providing and fixing M-40 grade thick R.Mt. vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 6524-1983 having 6 mm dia bars 3 Nos. And strips @250 mm c/c and fixing in wall with 6 Nos. of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 125 mm Spec : As directed by Engineer In Charge

724.00

208.00

40 a / 18 BDT

Providing and fixing fiber glass reinforced Sq.Mt. polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc complete. Spec : As directed by Engineer In Charge

3318.00

298.00

40 b / 18 BDT

Providing and fixing fiber glass reinforced Sq.Mt. polyster door shutter 35 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated

4436.00

298.00

142

I.No.

Code

Description

Unit

Rate

handles on both sides, etc complete. Spec : As directed by Engineer In Charge 41 / 18 BDT

Providing and fixing 24 gauge plain Sq.Mt. aluminium sheet on the face of door shutter including cutting to required size and fixing the screws including making good the damages if any to existing door shutter and frame etc. complete as directed or as per detailed drawing. Spec : As directed by Engineer In Charge

42 a / 18 BDT

Providing and fixing in position, Double Sq.Mt. 16805.00 shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 x 44.75mm , 3.18 mm thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mm x 44.5 mm x 3.00 mm thick top rails 47.62 x 44.45 mm x 3.00 mm thick , vertical style 47.62 x 44.45 mm, 3.00 mm thick and for shutter plain glass panes 5 mm thick for top panels and 12mm thick both side laminated phenol bonded particle board panels for bottom panels etc. , I.S.I. mark , heavy duty, Hydraulic floor spring of 150 kg capacity , having heavy duty concealed lock, necessary beading, glazing clips, PVC gaskets, 250mm length aluminium tower bolts, 150mm dia. pad handle, etc. as per detailed design and drawing or as directed by engineer in charge including all materials , labours, and equipment etc.complete ** Spec : As directed by Engineer In Charge

6300.00

42 b / 18 BDT

Providing and fixing in position, Single Sq.Mt. 12160.00 shuttered aluminium extruded powder coated openable door of overall size 0.90m x 2.40m with aluminium door frame of powder coated section 101.60 x 44.75mm , 3.18 mm thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mm x 44.5mm x 3.00mm thick top rails 47.62 x 44.45mm x 3.00mm thick , vertical style 47.62 x 44.45mm, 3.00mm thick and for shutter plain glass panes 5 mm thick for top panels and 12mm thick both side laminated phenol bonded particle board panels for bottom panels etc. , I.S.I. mark , heavy duty, Hydraulic floor spring of 150 kg capacity , having heavy duty concealed lock, necessary beading,

1920.00

143

736.00

271.00

I.No.

Code

Description

Unit

Rate

glazing clips, PVC gaskets, 250mm length tower bolts, 150mm dia. pad handle, etc. as per detailed design and drawing or as directed by engineer in charge including all materials , labours, and equipment etc. Complete ** Spec : As directed by Engineer In Charge 42 c / 18 BDT

Providing and fixing in position, Single Sq.Mt. 10150.00 shuttered aluminium extruded powder coated openable door of overall size 0.90 m x 2.40 m with aluminium door frame of powder coated section 101.60 x 44.75mm , 3.18 mm thick and shutter comprising of powder coated section having bottom and lock rail of size 150 mm x 44.5mm x 3.00mm thick top rails 47.62 x 44.45mm x 3.00mm thick , vertical style 47.62 x 44.45mm, 3.00mm thick and for shutter plain glass panes 5 mm thick for top panels and 12mm thick both side laminated phenol bonded particle board panels for bottom panels etc. , I.S.I. mark , with bijagiri having heavy duty concealed lock, necessary beading, glazing clips, PVC gaskets, 250mm length tower bolts, 150mm diam. pad handle, etc. as per detailed design and drawing or as directed by engineer in charge including all materials , labours, and equipment etc.Complete Spec :As directed by Engineer in charge.

1870.00

43 / 18 BDT

Providing and fixing 50mm x 50mm Mild Sq.Mt. Steel square pipe framed steel windows of various sizes as per details with welded square bars 12mm at 10 cm center to center without hot dip zinc coating without / with ventilator including fabrication, glazing with plain / obscured glass panes of approved type and quality, all fixtures and fastenings and finishing with one coat of primer complete. Spec : As directed by Engineer In Charge

2615.00

570.00

44 / 18 BDT

Providing and fixing in position powder Sq.Mt. coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38mm x 1.22mm box type, 5mm thick sheet glass louvers, of approved quality etc. complete. Spec : As directed by Engineer In Charge

2970.00

220.00

45 / 18 BDT

Providing and fixing partitions made up of Sq.Mt. Ghana teakwood frame of size 75 mm x

4211.00

390.00

144

I.No.

Code

Description

Unit

Rate

50 mm at 60 cm c/c with 9 mm thick commercial ply and 4mm thick veneer on both sides with French polish etc. complete.** Spec : As directed by Engineer In Charge 46 / 18 BDT

Providing and fixing Ghana teak wood Sq.Mt. partly veneered and partly glazed partition with 75 mm x 50 mm frame at 60 cm center and 9 mm thick commercial ply on both sides, decorative veneer of 4 mm thick and plain glass 5 mm thick, including French polishing etc. complete ** Spec : As directed by Engineer In Charge

2340.00

420.00

47 / 18 BDT

Providing and fixing welded mesh of 50 Sq.Mt. mm x 25 mm and (11 gauge) to Ghana Teak Wood frame work as per detailed drawing or as directed, iron fastening with one coat of primer, scaffolding, including TW frame work of 70 mm x 75 mm and covering Ghana T.W. battens of 45 mm x 10 mm etc. complete. Spec : As directed by Engineer In Charge

1263.00

48.00

48 / 18 BDT

Providng and fixing in position anodised Sq.Mt. extruded aluminum partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40mm x 60mm with 12mm thick three layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin conforming to IS 128231990, laminated on both sides,Nova teak or equivalent and 5mm thick selected quality plain/ float glass panels fixed with aluminum glass clips 12 mm x 12 mm and rubber cushioning beading to glass partitions as per approved drawing etc. compete ** Spec : As directed by Engineer In Charge

2601.00

510.00

49 / 18 BDT

Providing and fixing in position . extruded Sq.Mt. aluminium partitions having frame made out of extruded tubular section of size 65 mm x 40 mm with 12 mm thick three layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin conforming to IS 12923-1990, laminated on both sides, Novateak or equivalent with aluminium glazing clips of size 12 mm x 12 mm (conical) as per drawing etc. complete. Spec : As directed by Engineer In Charge

2775.00

610.00

50 / 18

Providing and fixing fly proof mesh Sq.Mt.

2400.00

315.00

145

I.No.

Code

Description

Unit

Rate

BDT

shutter to ventilator/window using Ghana TW members of size 45 x 22 mm for frame work and 35 x 22 mm for middle support and fixing fly proof mesh on it and covering Ghana TW battens of size 20 x 10 mm including priming and two coats of oil painting to the new wood and steel work and all labour charges including all fixture and fastenings etc. complete. Spec : As directed by Engineer In Charge

51 / 18 BDT

Providing coloured anodising treatment Sq.Mt. to aluminium sections of the doors, windows, and ventilators including all the intermediate supports, side supports, screws and all the necessary fixtures with all leads, lifts, fixing charges etc. complete ( Complete measurement on actual square meter basis of opening area shall be paid.) Spec : As directed by Engineer In Charge

965.00

65.00

52 / 18 BDT

Providing and fixing aluminium grill Sq.Mt. diamond mesh type DG-202 of 7.5 mm thick including fixing in position anodised aluminium frame section of 80 x 38 mm x 1.22 mm size box, cutting to the required size with all wastage , labour, lead lift etc. complete.** Spec : As directed by Engineer In Charge

4087.00

915.00

53 / 18 BDT

Providing and fixing in position Mild steel Sq.Mt. fixed staggered ( Z Type )Ventilator as per detailed drawing with hot deep zink coating including fabricating with Mild steel 'Z 'Section of size 20mm x 25 mm and 3 mm thick at weight 1.42 Kg/Rmt,with stainless steel mosquito net of 304 Grade,4 mm thick float glass as directed by Engineer In charge including necessary welding ,grinding, two coats of oil paint etc.complete. Spec : As directed by Engineer In Charge

2295.00

990.00

54 / 18 BDT

Providing and fixing in position anodised Sq.Mt. (as per IS 1868/1982) Aluminium fixed staggered ( Z Type )Ventilator with aluminium rectangular pipe 63 mm x 38.10 mm x 1.22 mm at weight 0.650 Kg/Rmt, Aluminium angle of size 15 mm x 15 mm x 1 mm,aluminium channel of 9 mm sizes, S.S.mosquito net of 304 Grade,4 mm thick float glass per detailed drawing & as directed by Engineer in charge etc.complete. Spec : As directed by Engineer In Charge

3155.00

817.00

146

I.No.

Code

Description

Unit

Rate

55 / 18 BDT

Providing and fixing welded mesh of 11 Sq.Mt. gauge wires having mesh size 50 mm x 25 mm including M.S Angle frame of size 35 mm x 35 mm x5 mm in position with oil painting 3 coats etc. complete. Spec : As directed by Engineer In Charge

1663.00

528.00

56 / 18 BDT

Providing & Fixing 32 mm thick One piece Sq.Mt. single moulded puff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for internal use including toilets made up of outer ABS sheet of 1.2 mm thick having puff insulation of 35 to 40 Kg/Cum.density and 10 mm dia.for steel bars 2 Nos., wooden block to receive fixtures, having M.S. hinges 100 mm length, M.S. handles 150 mm length and 10 mm dia sliding door bolt etc. complete.** Spec : As directed by Engineer In Charge

2975.00

1061.00

57 / 18 Bd-T

Providing and fixing 30mm thick Sq.Mt. “RAJSHRI‖ or equivalent BRAND FACTORY MADE SOLID PANEL PVC INTERNAL DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for stiles ,top, lock & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat molded “Rajshri” PVC „C‟ channel of size 30 x 100mm forming stiles, and 5mm thick, 125mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 15mm (5mm x 3) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Paneling of 10 mm thick prelam PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the „C‟ Channel using PVC solvent cement adhesive. including stainless steel fixtures and fastening Complete as per direction of Engineer-in-charge, manufacturer‟s specification & drawing. Spec : As directed by Engineer In Charge

4863.00

585.00

58 / 18 Bd-T

Providing and fixing 30mm thick Sq.Mt. ―RAJSHRI‖ or equivalent BRAND FACTORY MADE PVC FLUSH L DOOR SHUTTER consisting of panel of hollow PVC profile of 20 mm thickness consisting

5092.00

585.00

147

I.No.

Code

Description

frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm inserted inside the hollow section of stiles rails top and bottom rails and two 19x 19 mm MS tubes inserted horizontally inside the hollow profile section using 4/5 mm sheet using screws hollow profile shall be lipped with 10 mm ( 5mm x2) thick x 20 mm width on stiles and rails using solvent cement. The inner panel shall be laminated with 5mm thick termite proof waterproof plain /prelam PVC sheet using solvent cement on the both sides of the panel including stainless steel fixtures and fastening etc. Complete as per direction of Engineer in charge, manufacturer‟s specification & drawing. Spec : As directed by Engineer In Charge **Note** –For item no. 42,45,46,48,52 &56 Prior approval of Superintending Engineer will be necessary

148

Unit

Rate

I.No.

Code

Description

Unit

Rate


Sr. No &

Building

Sub Category :


Bd-U : Iron Work

Unit

Item Code


1 a / 19 BDU 1

Providing and fixing mild steel grill work Sq.Mt. for windows, ventilators etc. 20 kg./sq.m. as per drawing including fixtures, necessary welding & painting with one coats of anticorrosive paint & two coats of oil painting complete. Spec. No.: Bd.U.1 Page No. 537

1315.00

100.00

1 b / 19 BDU 1A

Providing and fixing mild steel grill work Sq.Mt. for windows, ventilators, etc. 15 kg/sq.m as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. Spec. No.: Bd.U.1 Page No. 537

1039.00

102.00

2 a / 19 BDU 2

Providing and fixing mild steel grill railing Sq.Mt. 20 kg/sq.m with Ghana teak wood hand rail of size 75mm x 60 mm.and sill of 75mm.x 25 mm.and newel posts for staircases, including fabricating, fix-tures, erecting, painting the grill work with one coat of anti-corrosive paint and two coats of oil painting with approved colour and polishing the sill, hand rail and the newel post with french polish. Spec. No.: Bd.U.2 Page No. 537

1995.00

160.00

2 b / 19 BDU 2A

Providing and fixing mild steel grill railing Sq.Mt. 15 kg/sq.m with Ghanateak wood hand rail of size 75mm x 60 mm and sill of 75mm.x 25mm and newel posts for staircases, including fabricating, fixtures, erecting, painting the grill work with one coat of anticorrosive paint and two coats of oil painting with approved colours and polishing the sill, hand rail and the newel post with french polish. Spec. No.: Bd.U.2 Page No. 537

1765.00

165.00

149

I.No.

Code

Description

Unit

Rate


Sr. No &

Building

Sub Category


Bd-V : Water supply and sanitory fittings Unit

Item Code


1 a / 20 BDV 1

Providing and laying cast iron pipes of B R.Mt. class of 80mm diameter with sockets and spigot ends/ flanges and cast centrifugally/ vertically including specials, laying pipes and back filling the trench complete including excavation. Spec. No.: Bd.V.1 Page No. 547

888.00

120.00

1 b / 20 BDV 1A

Providing and laying cast iron pipes of B R.Mt. class of 100mm diameter with sockets and spigot ends/ flanges and cast centrifugally/vertically including specials, laying pipes and back filling the trench complete including excavation. Spec. No.: Bd.V.1 Page No. 547

1148.00

120.00

1 c / 20 BDV 1B

Providing and laying cast iron pipes of B R.Mt. class of 150mm diameter with sockets and spiget ends/ flanges and cast centrifugally/ vertically including specials, laying pipes and back filling the trench complete including excavation. Spec. No.: Bd.V.1 Page No. 547

1589.00

120.00

2 a / 20 BDV 2

Providing and making lead joints for 80mm diameter cast iron pipe line including lead and testing. Spec. No.: Bd.V.2 Page No. 549

No.

369.00

28.00

2 b / 20 BDV 2A

Providing and making lead joints for 100mm diameter cast iron pipes line including lead and testing. Spec. No.: Bd.V.2 Page No. 549

No.

460.00

28.00

2 c / 20 BDV 2B

Providing and making lead joints for 150mm diameter cast iron pipe line including lead and testing Spec. No.: Bd.V.2 Page No. 549

No.

528.00

28.00

3 a / 20 BDV 3

Providing and making flanged connection for the 80mm diameter cast iron pipe line including painting rubber insertion, nuts and bolts etc. complete. Spec. No.: Bd.V.3 Page No. 550

No.

98.00

45.00

3 b / 20 BDV 3A

Providing and making flanged connection for the 100mm diameter cast iron pipe line including painting rubber insertion, nuts and bolts etc. complete.

No.

105.00

55.00

150

I.No.

Code

Description

Unit

Rate

Spec. No.: Bd.V.3 Page No. 550 3 c / 20 BDV 3B

Providing and making flanged connection for the 150mm diameter cast iron pipe line including painting rubber insertion, nuts and bolts etc. complete. Spec. No.: Bd.V.3 Page No. 550

4 a / 20 BDV 5

145.00

70.00

Providing & fixing on walls/ ceiling/ floors, 15 R.Mt. mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 1.48 Kg/metre with necessary fittings. remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

200.00

65.00

4 b / 20 BDV 5

Providing and fixing on walls/ ceiling/ floors R.Mt. 20 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 1.93 kg/meter with necessary fitting remaking good the demolished portion and applying primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551c

246.00

91.00

4 c / 20 BDV 5

Providing & fixing on walls/ ceiling/ floors, 25 R.Mt. mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.01 Kg/meter with necessary fittings . remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

330.00

92.00

4 d / 20 BDV 5

Providing & fixing on walls/ ceiling/ floors, 32 R.Mt. mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.89 Kg/meter with necessary fittings . remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats etc. complete. Spec. No.: Bd.V.5 Page No. 551

389.00

95.00

4 e / 20 BDV 5

Providing & fixing on walls/ ceiling/ floors, 40 R.Mt. mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 4.49 Kg/meter with necessary fittings & remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats etc. complete. Spec. No.: Bd.V.5 Page No. 551

432.00

100.00

4 f / 20 BDV 5

Providing & fixing on walls/ ceiling/ floors, 50 R.Mt. mm dia heavy grade having embossed as ISI Mark galvanised iron pipes weight of 6.33 Kg/meter with necessary fittings.& remaking good the demolished portion and

555.00

110.00

151

No.

I.No.

Code

Description

Unit

Rate

primer of anti corrossive oil paint 2 coats etc. complete. Spec. No.: Bd.V.5Page No. 551 4 g / 20 BDV 5

Providing & fixing on walls/ ceiling/ floors, 80 R.Mt. mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 10.15 Kg/meter with necessary fittings. & remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats etc. complete. Spec. No.: Bd.V.5 Page No. 551

810.00

112.00

4 h / 20 BDV 5

Providing & fixing on walls/ ceiling/ floors, R.Mt. 100 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes weight of 14.74 Kg/meter with necessary fittings. & remaking good the demolished portion and applying primer of anti corrosive oil paint 2 coats etc. complete. Spec. No.: Bd.V.5 Page No. 551

995.00

120.00

5 a / 20 BDV 5

Providing and laying in trenches 15 mm R.Mt. dia. medium grade having embossed as ISI Mark galvanised iron pipes of 1.25 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

210.00

100.00

5 b / 20 BDV 5

Providing and laying in trenches 20 mm dia. R.Mt. medium grade having embossed as ISI Mark galvanised iron pipes of 1.63 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

266.00

100.00

5 c / 20 BDV 5


302.00

100.00

5 d / 20 BDV 5

Providing and laying in trenches 32 mm R.Mt. dia.medium grade having embossed as ISI Mark galvanised iron pipes of 3.20 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

320.00

100.00

152

I.No.

Code

Description

Unit

Rate

5 e / 20 BDV 5


370.00

103.00

5 f / 20 BDV 5


473.00

110.00

5 g / 20 BDV 5


681.00

112.00

5 h / 20 BDV 5

Providing and laying in trenches 100 mm R.Mt. dia. medium grade having embossed as ISI Mark galvanised iron pipes of 12.43 kg/meter necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

925.00

120.00

6 a / 20 BDV 7

Providing and fixing 15mm diameter water meter with non-return valve including strainer, sockets/ union nut including water meter box making locking arrangement and lock. [Without chamber]. Spec. No.: Bd.V.7 Page No. 554

No.

1990.00

195.00

6 b / 20 BDV 7

Providing and fixing 20mm diameter water meter with non-return valve including strainer, sockets/ union nut including water meter box making locking arrangement and lock. [without chamber] Spec. No.: Bd.V.7 Page No. 554

No.

2785.00

195.00

6 c / 20 BDV 7

Providing and fixing 25mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]. Spec. No.: Bd.V.7 Page No. 554

No.

4400.00

195.00

153

I.No.

Code

Description

Unit

Rate

6 d / 20 BDV 7

Providing and fixing 40mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangements and lock. [Withoutchamber]. Spec. No.: Bd.V.7 Page No. 554

No.

5335.00

205.00

6 e / 20 BDV 7

Providing and fixing 50mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [without chamber] Spec. No.: Bd.V.7 Page No. 554

No.

11110.00

200.00

6 f / 20 BDV 7

Providing and fixing 80mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]. Spec. No.: Bd.V.7 Page No. 554

No.

13200.00

215.00

6 g / 20 BDV 7

Providing and fixing 100mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangements and lock. [Without chamber]. Spec. No.: Bd.V.7 Page No. 554

No.

18510.00

245.00

7 a / 20 BDV 8

Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. Spec. No.: Bd.V.8 Page No. 554

No.

250.00

40.00

7 b / 20 BDV 8

Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. Spec. No.: Bd.V.8 Page No. 554

No.

310.00

40.00

7 c / 20 BDV 8

Providing and fixing 25 mm dia. screw down bib/ stop tapof brass including necessary socket union nut complete. Spec. No.: Bd.V.8 Page No. 554

No.

388.00

50.00

8 a / 20 BDV 9

Providing and fixing screw down 15 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. Spec. No.: Bd.V.9 Page No. 555

No.

260.00

50.00

8 b / 20 BDV 9

Providing and fixing screw down for 20 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. Spec. No.: Bd.V.9 Page No. 555

No.

328.00

50.00

8 c / 20 BDV 9


No.

405.00

50.00

154

I.No.

Code

Description

Unit

Rate

8 d / 20 BDV 9


No.

635.00

48.00

8 e / 20 BDV 9


No.

711.00

48.00

8 f / 20 BDV 9

Providing and fixing screw down for 50 mm dia. wheeled stop tap of brass including necessary sockets/ union nut complete. Spec. No.: Bd.V.9 Page No. 555

No.

760.00

50.00

8 g / 20 BDV 9


No.

860.00

50.00

8 h / 20 BDV 9

Providing & fixing screw down for 80 mm. dia. wheeled stop tap of brass including necessary sockets/union nut complete. Spec. No.: Bd.V.9 Page No. 555

No.

925.00

60.00

9 / 20 BDV 12

Providing and fixing 100 mm dia. chromium plated brass showers rose to 15mm dia. supply pipe including necessary bend and socket complete. Spec. No.: Bd.V. 12 Page No. 556

No.

205.00

50.00

10 a / 20 BDV 14

Providing and fixing 15mm diameter concussion push button type brass/gun metal self-closing tap including necessary socket complete. Spec. No.: Bd.V.14 Page No. 557

No.

235.00

75.00

10 b / 20 BDV 14

Providing and fixing 25mm diameter concussion push button type brass/gun metal self-closing tap including necessary socket complete. Spec. No.: Bd.V. 14 Page No. 557

No.

280.00

78.00

11 / 20 BDV 19

Providing and fixing 45 cm wide mild steel R.Mt. ladder of 40mm x 6 mm mild steel flat stringers and steps of 18 mm dia. mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60cm x 30cm x 30cm & painting the ladder complete. Spec : Bd. V. 19 Page No. 559

816.00

285.00

12 a / 20 BDV 23

Providing and fixing White Glazed Earthenware full stall type Urinal with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection upto the outside face of the wall Spec. No.: Bd.V.23 Page No. 562

6780.00

850.00

155

No.

I.No.

Code

Description

Unit

Rate

12 a i / 20 Providing and fixing White Glazed BDV Earthenware Squatting plate (Ladies Urinal) with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection upto the outside face of the wall Spec : Bd.V.23 Page No. 562

No.

4280.00

850.00

12 b / 20 BDV 23

Providing and fixing coloured glazed earthenware full stall type Urinal with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap brackets for fixing the cistern 32mm dia. P.V.C. flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap soil pipe connection upto the outside face of the wall. Spec. No.: Bd.V.23 Page No. 562

No.

7281.00

820.00

13 a / 20 BDV 26

Providing and fixing white glazed earthenware lipped flat back/corner type Urinal with PVC 5 liters flushing cistern with fittings, inlet pipe with stop tap, brackets for fixing the cistern, 32mm diameter P.V.C. flush pipe with fitting including lead soil pipe, lead trap & soil pipe connection upto the outside face of wall. Spec. No.: Bd.V.26 Page No. 564

No.

3210.00

555.00

13 b / 20 BDV 27

Providing and fixing coloured glazed earthenware lipped flat back/corner type urinal with PVC 5 liters flushing cistern with fittings,capacity with fittings, inlet pipe and stop tap, brackets for fixing the cistern, P.V.C. flush pipe with fittings including lead soil pipe, lead trap and soil pipe connection upto the outside face of the wall. Spec. No.: Bd.V.26 Page No. 564

No.

3338.00

555.00

14 / 20 BDV 29

Providing and laying 100 mm dia. half R.Mt. round white glazed earthenware pipes in 1:5:10 cement concrete bedding including bends, etc. complete. Spec. No.: Bd.V.29 Page No. 565

159.00

58.00

2800.00

850.00

15 A i / 20 Providing and fixing white glazed BDV 30 earthenware Wash Hand Basin of 55cm. x 40 cm. size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connections including P.V.C. waste pipe and trap upto the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565 156

No.

I.No.

Code

Description

Unit

Rate

15 A ii / 20 Providing and fixing white glazed BDV 30 earthenware Wash Hand Basin of 45cm x 30cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap upto the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565

No.

2400.00

850.00

15 A iii / 20 Providing and fixing white glazed BDV 30 earthenware Wash Hand Basin of 63cm x 45cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap upto the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565

No.

2843.00

860.00

coloured glazed 15 B i / 20 Providing and fixing BDV 30 earthenware Wash Hand Basin of 55cm x 40 cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap upto the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565

No.

3225.00

832.00

15 B ii / 20 Providing and fixing coloured glazed BDV 30 earthenware Wash Hand Basin of 45 cm x 30 cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap upto the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565

No.

3110.00

835.00

15 B iii / 20 Providing and fixing coloured glazed BDV 30 earthenware Wash Hand Basin of 63 cm x 45 cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap upto the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565

No.

3940.00

830.00

Providing and fixing white glazed earthenware sink 600mm x 200mm x 450mm including all connection of the G.I. supply and P.V.C. waste pipes upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or C.I. brackets, rubber plug with chain

No.

3189.00

910.00

16 / 20 BDV 31

157

I.No.

Code

Description

Unit

Rate

and stop tap complete. Spec. No.: Bd.V.31 Page No.566 17 / 20 BDV 31

Providing and fixing white glazed earthenware sink 450mm x 200mm x 300mm including all connection of the G.I. supply and lead waste pipes upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or C.I. brackets, rubber plug with chain and stop tap complete. Spec. No.: Bd.V.31 Page No.566

No.

2859.00

915.00

18 a / 20 BDV 32

Providing and fixing 8cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. Spec. No.: Bd.V.32 Page No.567

No.

615.00

155.00

18 b / 20 BDV 32

Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. Spec. No.: Bd.V.32 Page No.567

No.

795.00

160.00

19 / 20 BDV 37

Providing and laying 100mm diameter half R.Mt. round salt glazed stoneware pipes in brick masonry including fittings such as bends, tees, single junction, necessary excavation and jointing complete. Spec. No.: Bd.V.37, Page No. 571

255.00

24.00

20 / 20 BDV 38

Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. Spec. No.: Bd.V.38, Page No. 572

1180.00

135.00

21 a / 20 BDV 39

Providing and laying 100 mm dia salt R.Mt. glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. Spec. No.: Bd.V.39, Page No. 573

205.00

82.00

21 b / 20 BDV 39

Providing and laying for 150 mm dia salt R.Mt. glazed stoneware pipe including fittings Such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. Spec. No.: Bd.V.39, Page No. 573

295.00

80.00

158

No.

I.No.

Code

Description

Unit

Rate

21 c / 20 BDV 39

Providing & laying for 225mm dia. salt R.Mt. glazed S.W. Pipe including fitting such as bends, tees, single junction, double junctions laying, jointing (including excavation & refilling the trenches) complete Spec. No.: Bd.V.39, Page No. 573

375.00

95.00

22 a / 20 BDV 41

Providing and laying concrete pipes of R.Mt. I.S.NP. class of 100mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. Spec. No.: Bd.V.41, Page No. 573

490.00

88.00

22 b / 20 BDV 41


512.00

140.00

22 c / 20 BDV 41


565.00

140.00

22 d / 20 BDV 41


810.00

140.00

23 a / 20 BDV 43

Providing & constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. lid 65 kg with frame fixed in cement concrete etc. complete. Spec. No.: Bd.V.43, Page No. 574

No.

6530.00

1032.00

23 b / 20 BDV 43

Providing & constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover 75 kg with frame fixed in cement concrete. Spec. No.: Bd.V.43 Page No. 574

No.

7282.00

1310.00

159

I.No.

Code

Description

Unit

Rate

24 a / 20 BDV 43

Providing & constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete etc. complete with R.C.C. Cover. Spec. No.: Bd.V.43, Page No. 574

No.

4831.00

1030.00

24 b / 20 BDV 43

Providing & constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete etc. complete with R.C.C. Cover. Spec. No.: Bd.V.43, Page No. 574

No.

5335.00

1358.00

25 / 20 BDV 44

Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, with C.I. lead cover with frame fixed in cement concrete etc. complete. Spec. No.: Bd.V.44, Page No. 575

No.

8220.00

1358.00

26 / 20 BDV 44

Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plasteringinside and Outside, fixed in cement concrete etc. complete with R.C.C. Cover. Spec. No.: Bd.V.44, Page No. 575

No.

6582.00

1358.00

27 / 20 BDV 45

Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying) etc. complete Spec. No.: Bd.V.45, Page No. 575

No.

12200.00 1075.00

28 / 20 BDV 46

Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. etc. complete Spec. No.: Bd.V.46, Page No. 576

No.

950.00

735.00

29 / 20 BDV

Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete

No.

660.00

90.00

160

I.No.

Code

Description

Unit

Rate

Spec : As directed by Engineer In Charge 30 a / 20 BDV 60

Providing, laying & fixing P.V.C. pipe of R.Mt. 15mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Spec : As directed by Engineer In Charge

45.00

15.00

30 b / 20 BDV 60


54.00

18.00

30 c / 20 BDV 60


74.00

18.00

30 d / 20 BDV 60


85.00

18.00

30 e / 20 BDV 60


121.00

18.00

30 f / 20 BDV 60


149.00

22.00

R.Mt.

215.00

24.00

30 h / 20 BDV 60

Providing, laying & fixing P.V.C. pipe of 110 R.Mt. mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Spec : As directed by Engineer In Charge

300.00

24.00

31 / 20 BDV

Providing and fixing partition with kadappa Sq.Mt. stone of all sizes and 25 mm thick polished on both side and edges to original including fixing in position in cement mortor 1:4 curing polish-ing,

760.00

90.00

30 g / 20 BDV 60

Providing, laying & fixing P.V.C. pipe of 75mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Spec : As directed by Engineer In Charge

161

I.No.

Code

Description

Unit

Rate

cleaning etc complete. Spec : As directed by Engineer In Charge 32 / 20 BDV

Providing and fixing Orissa type white glazed earthenware 575 mm water closet pan including S trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc. complete. Spec : As directed by Engineer In Charge

No.

2785.00

970.00

33 / 20 BDV

Providing and fixing chromium plated towal rod 16 mm dia and 75 cm. in length including all accessories complete. Spec : As directed by Engineer In Charge

No.

170.00

18.00

34 / 20 BDV

Providing and Fixing half turn 25 mm dia gun metal flushing cock including all accessories etc. complete. Spec : As directed by Engineer In Charge

No.

435.00

35.00

35 / 20 BDV

Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete. Spec : As directed by Engineer In Charge

No.

5750.00

1085.00

36 / 20 BDV

Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection etc. complete. Spec : As directed by Engineer In Charge

No.

4365.00

845.00

37 / 20 BDV

Providing & fixing orissa type colour glazed earthenware 625 x 450 mm. w.c. pan including trap, C.I. soil & vent pipe upto the out side face of wall including 100 mm. dia. C.I. plug, bend, 15mm. thick 10 litre PVC flushing cistern with all necessary pipe connection etc. complete. Spec : As directed by Engineer In Charge

No.

6158.00

1035.00

38 a / 20 BDV

Providing and fixing 40 mm. dia Ball cock medium type with PVC float including sockets & necessary fittings and tested as per municipal requirements etc. complete. Spec : As directed by Engineer In Charge

No.

610.00

40.00

38 b / 20 BDV

Providing and fixing 15 mm. dia Ball cock medium type with PVC float including sockets & necessary fittings and tested

No.

215.00

40.00

162

I.No.

Code

Description

Unit

Rate

as per municipal requirement etc. complete. Spec : As directed by Engineer In Charge 39 a / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.) i)Tank capacity upto 2,000 liter Spec : As directed by Engineer In Charge

No.

287.70

179.00

39 b / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.ii) Tank capacity upto 2,001 to 5000 liter Spec : As directed by Engineer In Charge

No.

386.40

200.00

39 c / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.iii) Tank capacity upto 5,001 to 7000 liter Spec : As directed by Engineer In Charge

No.

415.80

200.00

39 d / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.iv) Tank capacity upto 7,001 to 10000 liter Spec : As directed by Engineer In Charge

No.

541.80

220.00

39 e / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.v) Tank capacity upto 10,001 to 15,000 litre Spec : As directed by Engineer In Charge

No.

682.50

270.00

39 f / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate

No.

997.50

535.00

163

I.No.

Code

Description

Unit

Rate

of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.v) Tank capacity upto 15,001 to 20,000 litre Spec : As directed by Engineer In Charge 39 g / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.vi) Tank capacity upto 20,001 to 30,000 litre Spec : As directed by Engineer In Charge

No.

1585.50

900.00

39 h / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.vii) Tank capacity upto 30,001 to 40,000 litre Spec : As directed by Engineer In Charge

No.

1732.50

1000.00

39 i / 20 BDV

Cleaning elevated water storage Reservoir within a given period, by using bleaching powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.viii) Tank capacity upto 40,001 to 50,000 litre Spec : As directed by Engineer In Charge

No.

2205.00

2010.00

39 j / 20 BDV

Cleaning elevated water storage Reservoir 1000 within a given period, by using bleaching lit. powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.x) capacity 50,001 litre to one lakh Spec : As directed by Engineer In Charge

33.60

32.00

39 k / 20 BDV

Cleaning elevated water storage Reservoir 1000 within a given period, by using bleaching lit. powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.xi) Capacity above one lakh upto 4.00 lakh Spec : As directed by Engineer In Charge

16.80

13.00

39 l / 20 BDV

Cleaning elevated water storage Reservoir 1000 within a given period, by using bleaching lit.

14.70

12.00

164

I.No.

Code

Description

Unit

Rate

powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.xii) Capacity above 4.00 lakh upto 7.00 lakh Spec : As directed by Engineer In Charge 39 m / 20 BDV

Cleaning elevated water storage Reservoir 1000 within a given period, by using bleaching lit. powder at the rate of 14 gm/sq.m .washing thrice potassium permanganate at the rate of 2.50 gm/sq.m. finally, cleaning washing by using nylon brush, coir string and duster, bailing out water etc. complete.xiii) Capacity above 7.00 lakh upto 12.00 lakh Spec : As directed by Engineer In Charge

11.55

8.00

40 a / 20 BDV

Providing and fixing 75 mm dia stabiliser R.Mt. pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. Spec : As directed by Engineer In Charge

356.00

88.00

40 b / 20 BDV

Providing and fixing 100 mm dia stabiliser R.Mt. pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. Spec : As directed by Engineer In Charge

616.00

85.00

41 a / 20 BDV

Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery upto destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters Spec. No.: As directed by engineer-incharge.

Ltr.

9.00

1.00

41 b / 20 BDV

Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery upto destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres Spec. No.: As directed by engineer-incharge.

Ltr.

9.50

1.50

42 a / 20 BDV

Providing and fixing on walls/ ceiling/ R.Mt. floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete.

168.00

95.00

165

I.No.

Code

Description

Unit

Rate

Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge 42 b / 20 BDV 5

Providing and fixing on walls/ceiling/floor R.Mt. 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

195.00

105.00

42 c / 20 BDV 5

Providing and fixing on walls/ ceiling/ R.Mt. floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. pec. No.: BD.V 5 page 551 and as directed by Engineer in charge

237.00

105.00

42 d / 20 BDV 5

Providing and fixing on walls/ ceiling/ R.Mt. floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

298.00

105.00

42 e / 20 BDV 5

Providing and fixing on walls /ceiling/ R.Mt. floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

359.00

105.00

42 f / 20 BDV 5

Providing and fixing on walls/ ceiling/ R.Mt. floor 50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

538.00

104.00

43 a / 20 BDV 5

Providing and laying in trenches 15 mm R.Mt. dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

194.00

135.00

43 b / 20 BDV 5


215.00

134.00

43 c / 20 BDV 5


248.00

134.00

166

I.No.

Code

Description

Unit

Rate

43 d / 20 BDV 5


325.00

133.00

43 e / 20 BDV 5

Providing and laying in trenches 40mm R.Mt. dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

378.00

132.00

43 f / 20 BDV 5

Providing and laying in trenches 50mm R.Mt. dia. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

565.00

131.00

44 / 20 BDV 32

Providing and fixing 10 cm PVC nahani trap with grating etc. complete. Spec. No.: BD.V 32 A page 551 and as directed by Engineer in charge

No.

332.00

175.00

45 a / 20 BDV

Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 kg) Spec : As directed by Engineer In Charge

No.

2686.00

178.00

45 b / 20 BDV

Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Medium duty (140 kg) Spec : As directed by Engineer In Charge

No.

1850.00

313.00

46 a / 20 BDV

Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 kg) Spec : As directed by Engineer In Charge

No.

2512.00

300.00

46 b / 20 BDV

Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete.Medium duty (100 kg) Spec : As directed by Engineer In Charge

No.

1412.00

304.00

47 a / 20 BDV 4

Providing and making ISI Mark ferrule connection of 15 mm dia. To water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete. Spec. No.: Bd.V. 4 page 551

No.

800.00

289.00

167

I.No.

Code

Description

Unit

Rate

47 b / 20 BDV 4


No.

1148.00

280.00

47 c / 20 BDV 4

Providing and making ISI Mark ferrule connection of 25mm dia. To water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete. Spec. No.: Bd.V. 4 page 551

No.

1785.00

280.00

47 d / 20 BDV 4


No.

2830.00

270.00

47 e / 20 BDV 4

Providing and making ISI Mark ferrule connection of 40mm dia. To water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete. Spec. No.: Bd.V. 4 page 551

No.

4053.00

265.00

47 f / 20 BDV 4


No.

6832.00

259.00

48 / 20 BDV 4

Providing and fixing stainless steel sink of size 600 x 510 x 200 mm of Nirali or equivalent make incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete.** Spec : As directed by Engineer In Charge

No.

8992.00

1530.00

49 / 20 BDV

Providing and fixing C.P. Angular stop clock with wall flange jaquar make continental (CAT.NO. CON-059) including necessary sockets/union nut etc. complete. Spec : As directed by Engineer In Charge

No.

945.00

125.00

50 / 20 BDV

Providing and fixing C.P.Two way BIB cock jaquar make continental (CAT.NO. CON041) including necessary sockets/union nut etc. complete.

No.

1170.00

125.00

168

I.No.

Code

Description

Unit

Rate

Spec : As directed by Engineer In Charge 51 / 20 BDV

Providing and fixing C.P. wall mixer with provision for overhead shower with 115mm long bend pipe & wall flange jaquar or equivalent make continental (CAT.NO. CON-273 UPR) including necessary sockets/union nut etc. complete.** Spec. No.: As directed by Engineer in charge

No.

3981.00

245.00

52 / 20 BDV

Providing and fixing C.P. pillar cock long neck with aerator jaquar or equivalent make continental (CAT.NO. CON -021) including necessary sockets/union nut etc. complete.** Spec. No.: As directed by Engineer in charge

No.

1210.00

160.00

53 / 20 BDV

Providing and fixing C.P. BIB cock with wall flange jaquar or equivalent make continental (CAT.NO. CON-047) including necessary sockets/ union nut etc. complete.** Spec. No.: As directed by Engineer in charge

No.

932.00

148.00

54 / 20 BDV

Providing and fixing C.P. sink cock with raised J shaped swinging casted spout jaquar or equivalent make continental (CAT.NO. CON -359) including necessary sockets/ union nut etc. complete.** Spec. No.: As directed by Engineer in charge

No.

1680.00

125.00

55 / 20 BDV

Providing and fixing P.V.C. Rain water R.Mt. pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. (The contractor shall give 3 yrs guarantee bond for payment) Spec : As directed by Engineer In Charge

432.00

85.00

169

I.No.

Code

Description

Unit

Rate

56 / 20 BDV

Providing and fixing European type wallhung white water closet of Paryware/Hindware with push valve concealed type with cover plate 32mm size of JAQUAR MAKE SERIES FLV-1095 including soil pipe ,vent pipe upto outside face of wall ,100mm dia. G.I. plug bend inlet pipe all fittings, cutting& making good walls, floors etc. complete.** Spec : As directed by Engineer In Charge

57 / 20 BDV

Providing and Fixing 110 mm diameter R.Mt. PVC Rain Water pipe with necessary fittings such as bends, tees, single junctions, slotted vent, clamps etc complete Spec : As directed by Engineer In Charge

58 / 20 BDV

Providing and fixing Oval Type Under Counter Wash Hand Basin of 16 inch x 22 inch size and of special colour shade having Telephonic Black / Colour Granite of 180 mm thick fixed on Black Kadappa Framework, including Chromium Plated Coupling Bottle-Trap using Cera Company or equivalent Oval Type Wash basin Model No 3448 as per detailed drawing or as directed by Engineer-In- Charge etc. Complete Spec : As directed by Engineer In Charge

59 / 20 BDV 5

Providing and laying in R.Mt. walls/ceilings/floors 15 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 1.25 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

179.00

70.00

60 / 20 BDV 5

Providing and laying in R.Mt. walls/ceilings/floors20 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 1.63 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

232.00

100.00

61 / 20 BDV 5

Providing and laying in R.Mt. walls/ceilings/floors 25 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 2.49 kg/metre necessary fitting remaking good the demolished portion with filling trenches and

275.00

75.00

170

No.

No.

15500.00 1940.00

375.00

85.00

13356.00 2220.00

I.No.

Code

Description

Unit

Rate

with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551 62 / 20 BDV 5


338.00

75.00

63 / 20 BDV 5


380.00

74.00

64 / 20 BDV 5


485.00

75.00

65 / 20 BDV 5


840.00

75.00

66 / 20 BDV 5


975.00

80.00

67 / 20 BDV 5

Providing and laying in trenches 15 mm R.Mt. dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 1.48 kg/metre necessary fitting remaking good the

215.00

105.00

171

I.No.

Code

Description

Unit

Rate

demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551 68 / 20 BDV 5

Providing and laying in trenches 20 mm R.Mt. dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 1.93 kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Spec. No.: Bd.V.5 Page No. 551

278.00

130.00

69 / 20 BDV 5


348.00

130.00

70 / 20 BDV 5


389.00

131.00

71 / 20 BDV 5


440.00

135.00

72 / 20 BDV 5


545.00

140.00

73 / 20 BDV 5


745.00

146.00

172

I.No.

Code

Description

Unit

Rate

74 / 20 BDV 5


1175.00

158.00

75 / 20 BDV 23

Providing and fixing 8 cm rigid PVC Nahani trap including PVC grating ,bend, connecting piece of UPVC pipe upto the outside face of wall ,making the good damaged surface and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use) Spec. No: As directed by Engineer Incharge

No.

318.00

175.00

76 / 20 BDV 24

Providing and fixing 15 cm rigid PVC Nahani trap including PVC grating ,bend,connectingpiece of UPVC pipe upto the outside face of wall ,making the good damaged surface and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use) Spec. No.: As directed by Engineer Incharge

No.

380.00

175.00

77 / 20 BDV 21

Providing and fixing European type white glazed earthenware water closet pan with UPVC seat and lid with chromiumplated brass hinges and rubber buffers including UPVC and vent pipe upto the outside face of wall 10 liter enameled low level flushing cistern with fittings pipe stop tap brackets for fixing cistern 32mm dia. UPVC flush pipe with fittings and clamps ,20 mm dia.UPVC overflow pipe ,mosquito proof couplings G.I. chain and pulley,with water Jet and fitting including cutting and making good to the walls and floors testing etc. complete.( prior approval of sample and brand by Ex. Engineer is necessary before use) Spec. No: As directed by Engineer Incharge

No.

4945.00

1110.00

78 / 20 BDV 21

Providing and fixing European type white glazed earthenware water closet pan with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe upto the outside face of wall without flushing cistern with flush cock and with water Jet and necessary fittings including cutting and making good to the walls and floors testing etc. complete.( prior approval of sample and brand by Ex. Engineer is necessary before use) Spec. No: As directed by Engineer Incharge

No.

4158.00

1175.00

173

I.No.

Code

Description

Unit

Rate

79 / 20 BDV 22

Providing and fixing European type Colour glazed earthenware water closet pan with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe upto the outside face of wall 10 liter enameled low level flushing cistern with fittings pipe stop tap brackets for fixing cistern 32 mm dia. UPVC flush pipe with fittings and clamps ,20 mm dia.UPVC overflow pipe ,mosquito proof couplings G.I. chain and pulley,with water Jet and fitting including cutting and making good to the walls and floors testing etc. complete.( prior approval of sample and brand by Ex. Engineer is necessary before use) Spec. No: As directed by Engineer Incharge

No.

5147.00

1185.00

80 / 20 BDV 23

Providing and fixing European type Colour glazed earthenware water closet pan with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe upto the outside face of wall without flushing cistern with flush cock and with water Jet and necessary fittings including cutting and making good to the walls and floors testing etc. complete.( prior approval of sample and brand by Ex. Engineer is necessary before use) Spec. No: As directed by Engineer Incharge

No.

4360.00

1173.00

81 / 20 BDV 20

Providing and fixing Anglo Indian type white glazed earthenware water closet pan with trap with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe upto the outside face of wall with flushing cistern and necessary fittings including cutting and making good to the walls and floors testing etc. complete.( prior approval of sample and brand by Ex. Engineer is necessary before use) Spec. No: As directed by Engineer Incharge

No.

7790.00

1173.00

82 / 20 BDV 22

Providing and fixing high level 10 liter capacity with fittings inlet PVC pipe with stop tap ,brackets for fixing the cistern,32 mm dia. PVC flush pipe with fitting and clamps 20 mm dia. PVC overflow pipe with mosquito proof couplings, galvanised iron chain and pulley painting if ordered to cistern pipe etc. and cutting and making good the damaged wall and testing etc. complete ( Prior approval of sample and brand by Ex. Engr. is necessary before use) Spec. No: As directed by Engineer Incharge

No.

1490.00

170.00

174

I.No.

Code

Description

Unit

Rate

83 / 20 BDV 23

Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete Spec. No: As directed by Engineer Incharge

No.

119.00

7.00

84 / 20 BDV 23

Providing and fixing Glass self 125 mm wide and 600 mm long with necessary chromium plated brackets providingT.W.gutties etc. complete Spec. No: As directed by Engineer Incharge

No.

590.00

80.00

85 / 20 BDV 23

Providing , constructing & fixing Supreme make or equivalent make Ultra 250 mm dia. Inspection chamber made up of UPVC material of thickness 3.5 mm & height of 259 mm with inlet & outlet of 110 mm dia. with 75 mm dia. U Trap, Ultra shaft pipe of Upvc material having height of 470 mm and fixing Ultra 250 mm dia. uPVC cover & frame in 150 mm thick in c.c.1:2:4, having crushed sand bed of 100 mm thick of size 550 mm dia. Including excavation & refilling the sides of chamber by crushed sand cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc. complete. Spec : As directed by Engineer In Charge

No.

3119.00

340.00

86 / 20 Bd-V

Providing , constructing &fixing Supreme make or equivalent make Ultra 450 mm dia. Inspection chamber made up of Polypropylene / polyethylene material of thickness 3.5 mm & height of 388 mm with 160 or 200 mm main inlet (s) outlet & 110 & / or 160 mm branch inlets, with 450 mm dia. Ultra shaft pipe of HDPE material having height of 460 mm, having R.C.C. cover & frame fixing in 150 mm thick in c.c.1:2:4, having crushed sand bed of 150 mm thick of size 750 mm dia. Including excavation & refilling the sides of chamber by sand crushed cushioning 150 mm thickness, connecting all required uPVC fittings with rubber lubricant etc. complete. Spec : As directed by Engineer In Charge

No.

8700.00

421.00

87 / 20 Bd-V

Providing , constructing & fixing Supreme make or equivalent make Ultra 600 mm dia. Inspection chamber made up of Polypropylene/polyethylene material Having 315 mm diameter inlet(s)/outlets & with eccentric reducers as per requirement to connect 160 mm & 200 mm pipes having thickness of 5 mm & 600 mm in height, with inbuilt shaft achieve the

No.

20200.00

410.00

175

I.No.

Code

Description

Unit

Rate

invert depth as per site condition of wall thickness of 5 mm having R.C.C. cover & frame fixing in 150 mm thick in c.c.1:2:4, having crushed sand bed of 150 mm thick of size 750 mm dia. Including excavation & refilling the sides of chamber by sand crushed cushioning 150 mm thickness, connecting all required uPVC fittings with rubber lubricant etc.complete. Spec : As directed by Engineer In Charge 88 / 20 Bd-V

Providing , laying & fixing ,jointing R.Mt. Supreme Eco- drain 110 mm SN 8 NuDrain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. Spec : As directed by Engineer In Charge

318.00

25.00

89 / 20 Bd-V

Providing , laying & fixing ,jointing R.Mt. Supreme Eco- drain 160 mm SN 4 NuDrain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. Spec : As directed by Engineer In Charge

518.00

26.00

90 / 20 Bd-V

Providing , laying & fixing ,jointing R.Mt. Supreme Eco- drain 200 mm SN 4 NuDrain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees tees , coupler etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. Spec : As directed by Engineer In Charge

589.00

25.00

91 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super bib tap with flange including all accessories etc complete.

No.

240.00

56.00

92 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super Two Way bib tap with flange and extender including all accessories etc complete.

No.

380.00

89.00

93 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super push button type

No.

175.00

42.00

176

I.No.

Code

Description

cock / tap with flange accessories etc complete.

including

Unit

Rate

all

94 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super wall sink type tap with flange including all accessories etc complete.

No.

580.00

134.00

95 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories etc complete.

No.

470.00

111.00

96 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super right angle stop tap with flange including all accessories etc complete.

No.

220.00

52.00

97 / 20 BDV

Providing and fixing 15 mm diameter PVC Aqua kraft type Supreme make or equivalent make super Pillar tap with flange including all accessories etc complete. **Note**—For item No. 48 to 54 and 56 Prior approval of Superintending Engineer will be necessary

No.

320.00

75.00

177

I.No.

Code

Description

Unit

Rate


Building

Sub Category


Bd-W : Miscellaneous Unit

Item Code


1 a / 21 BDW 2

Guniting by dry mix process as per IS Sq.Mt. 9012 (1978) to ceiling sofit etc. in C.M. 1:3, 20 mm. thick under pressure of 2.1 kg to 2.8 kg per sq.cm including forms, scaffolding, floating the surface, curing for 14 days etc. complete. (Excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582

398.00

125.00

1 b / 21 BDW 2A

Guniting by dry mix process as per IS Sq.Mt. 9012 (1978) to ceiling sofit etc. in C.M. 1:3, 25mm thick under pressure of 2.1 kg to 2.8 kg per sq.cm. including forms, scaffolding, floating the surface, curing for 14 days etc. complete. (Excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582

429.00

155.00

1 c / 21 BDW 2B

Guniting by dry mix process as per IS Sq.Mt. 9012 (1978) to ceiling, sofit etc. in c.m. 1:3, 40mm. thick under pressure of 2.1 Kg. to 2.8 Kg. per sq.m. including forms, scaffolding, floating the surface, curing for 14 days etc. complete. (Excluding reinforcement) Spec. No.: Bd.W.2 Page No. 582

515.00

170.00

1 d / 21 BDW 2C

Guniting by dry mix process as per IS Sq.Mt. 9012(1978) to ceiling, sofit etc. in C.M. 1:3, 50mm. thick under pressure of 2.1 kg to 2.8 kg per sq.cm. including forms, scaffolding, floating the surface, curing for 14 days etc. complete. (Excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582

638.00

169.00

2 a / 21 BDW 2D

Guniting by dry mix process as per IS Sq.Mt. 9012 (1978) to beams in C.M. 1:3, 20 mm. thick under pressure of 2.1 kg to 2.8 kg sq.cm. including forms, scaffolding, floating the surface, curing for 14 days etc. complete. (Excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582

405.00

120.00

2 b / 21 BDW 2E

Guniting by dry mix process as per IS Sq.Mt. 9012 (1978) to beams in C.M. 1:3, 25mm. thick under pressure of 2.1 kg to 2.8 kg per sq.cm. including forms, scaffolding, floating the surface, curing for 14 days etc.

443.00

155.00

178

I.No.

Code

Description

Unit

Rate

complete. (Excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582 3 a / 21 BDW 2K

Guniting by dry mix process as per I.S. Sq.Mt. 9012 (1978) to the vertical surface (other than column) in C.M. 1:3, 20 mm. thick under pressure of 2.1 Kg. to 2.8 Kg per sq.cm. including forms, scaffolding, floating, the surface curing for 14 days etc. complete. (excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582

379.00

120.00

3 b / 21 BDW 2L

Guniting by dry mix process as per IS Sq.Mt. 9012 (1978) to vertical surface (other than column) in C.M. 1:3, 25 mm. thick under pres-sure of 2.1 Kg. to 2.8 Kg. per sq.cm. including forms, scaffold-ing, floating the surface, curing for 14 days etc. complete (excluding reinforcement). Spec. No.: Bd.W.2 Page No. 582

403.00

119.00

4 / 21 BDW 3

Providing and erecting 1.5 metre high R.Mt. wire fencing with seven rows of barbed wire supported on M.S.Angles (50 mm x 50 mm x 6mm) at 2.5 Metres, center to center including excavating pits for foundation, fixing post in cement concrete 1:4:8 of size 45 x 45 x 45 cm . fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc. complete. Spec. No.: Bd.W.3 Page No. 583

558.00

80.00

5 / 21 BDW 6

Providing and fixing mild steel grill gate Sq.Mt. with angle iron frame 65 mm x 65 mm x 10 mm with iron bars at 150mm.C/C and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement, welding riveting and oil painting of three coats of approved shade. Weight of gate 35 Kg/smt. Spec. No.: Bd.W.6 Page No. 585

1789.00

208.00

6 a / 21 BDW 7

Providing and fixing 90 cm. x 60 cm. Marble plate engraving 10cm. height letter, figures including painting the lefters/figures with approved colour and shade complete. Spec. No.: Bd.W.7 Page No. 586

No.

8100.00

215.00

6 b / 21 BDW 7

Providing and fixing 90 cm. x 60 cm. Granite plate engraving 10cm. height letter, figures including painting the lefters/figures with approved colour and shade complete. Spec. No.: Bd.W.7 Page No. 586

No.

9005.00

214.00

179

I.No.

Code

Description

Unit

Rate

7 / 21 BDW 8-2

Removing double country tiled roof with Sq.Mt. ridge and with battens and stacking the materials as directed with all leads and lifts, complete including removing wood work below. Spec. No.: Bd.W.8 Page No. 587

60.00

60.00

8 / 21 BDW 8-4

Removing planking from roof or ceiling and Sq.Mt. stacking them as directed with all leads and lifts completed. Spec. No.: Bd.W.8 Page No. 587

26.00

26.00

Removing Queen Post truss from roof 9 a / 21 BDW 8-5A and stacking the materials as directed with all leads and lifts complete. Spec. No.: Bd.W.8 Page No. 587

No.

895.00

895.00

Removing King Post truss from roof and 9 b / 21 BDW 8-5B stacking the materials as directed with all leads and lifts complete. Spec. No.: Bd.W.8 Page No. 587

No.

629.00

629.00

Removing Other type truss below 5 10 / 21 BDW 8-5C metres span from roof and stacking the materials as directed with all leads and lifts complete. Spec. No.: Bd.W.8 Page No. 587

No.

440.00

440.00

11 / 21 BDW 8-8

Dismantling flat wooden or A.C. sheet Sq.Mt. ceiling with frame work including stacking the materials as directed with all leads, lifts, complete. Spec. No.: Bd.W.8 Page No. 587

30.00

30.00

12 / 21 BDW 8-9

Removing cloth ceiling including frame Sq.Mt. work and stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

13.00

13.00

13 a / 21 BDW 8

Dismantling brick masonry in Mud and Cu.Mt. stacking the materials as directed with all leads lifts, complete. Spec : As directed by Engineer In Charge

145.00

145.00

13 b / 21 BDW 8

Dismantling brick masonry in lime or Cu.Mt. cement mortar and stacking the materials as directed with all leads, lifts, com-plete. Spec : As directed by Engineer In Charge

168.00

168.00

14 a / 21 BDW 8

Dismantling stone masonry in mud Cu.Mt. including stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

142.00

142.00

14 b / 21 BDW 8

Dismantling stone masonry in lime or Cu.Mt. cement including stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

199.00

199.00

180

I.No.

Code

Description

Unit

Rate

15 a / 21 BDW 8

Removing lime or lean cement concrete Cu.Mt. including stacking the spoils as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

297.00

297.00

15 b / 21 BDW 8

Removing rich mix cement concrete Cu.Mt. including stacking the spoils as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

485.00

485.00

15 c / 21 BDW 8

Removing brick bat coba including Cu.Mt. stacking the spoils as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

315.00

315.00

15 d / 21 BDW 8

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

No.

79.00

79.00

15 e / 21 BDW 8

Removing ventilators and small windows with frame and stacking the materials with all leads lifts, complete. Spec : As directed by Engineer In Charge

No.

69.00

69.00

15 f / 21 BDW 8

Removing wooden or A.C. partition Sq.Mt. including frame work and stacking the materials as with all leads, lifts, complete. Spec : As directed by Engineer In Charge

21.00

21.00

15 g / 21 BDW 8

Removing teak wood trellies work with Sq.Mt. frame including stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

17.00

17.00

15 h / 21 BDW 8

Removing cement tiles, or marble or Sq.Mt. polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

22.00

22.00

15 i / 21 BDW 8

Removing Shahabad or Tandur stones Sq.Mt. from floor without bed concrete including stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

22.00

22.00

16 / 21 BDW 8

Dismantling wooden floor including Sq.Mt. beams and joists, stacking the materials as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

19.00

19.00

17 a / 21 BDW 8

Removing cement or lime plaster Sq.Mt. including disposing of the spoils as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

13.00

13.00

17 b / 21 BDW 8

Removing mud plaster including Sq.Mt. disposing of the spoils as directed with all leads, lifts, complete.

9.00

9.00

181

I.No.

Code

Description

Unit

Rate

Spec : As directed by Engineer In Charge 18 / 21 BDW 8

Removing wire fencing with wooden R.Mt. post and stacking the material with all leads, lifts, complete. Spec : As directed by Engineer In Charge

26.00

26.00

19 / 21 BDW 8

Removing wire fencing with iron/C.C. R.Mt. fencing posts and stacking the materials as directed with all leads, lifts complete. Spec : As directed by Engineer In Charge

37.00

37.00

20 / 21 BDW 8

Removing iron pipe railing having R.Mt. wooden R.C.C. or C.C. or iron posts and stacking the materials as directed. Spec : As directed by Engineer In Charge

35.00

35.00

21 / 21 BDW 8

Removing earthen, stoneware pipes and R.Mt. stacking them as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

13.00

13.00

22 / 21 BDW 8

Removing cast iron or wrought iron or R.Mt. A.C. pipe and stacking them as directed with all leads, lifts, complete. Spec : As directed by Engineer In Charge

13.00

13.00

23 / 21 BDW 8

Dismantling the R.C.C. work 1:2:4 and Cu.Mt. sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed. Spec : As directed by Engineer In Charge

763.00

763.00

24 a / 21 BDW 8

Removing Np-2 and Np-3 class pipes R.Mt. including stacking at road side as directed by the Engineer in charge. a) Upto 900mm dia. Spec : As directed by Engineer In Charge

154.00

70.00

24 b / 21 BDW 8

Removing Np-2 and Np-3 class pipes R.Mt. including stacking at road side as directed by the Engineer in charge. b) 900mm dia. and above. Spec : As directed by Engineer In Charge

175.00

100.00

25 / 21 BDW 8

Removing single country tiled roof with Sq.Mt. battens and stacking the materials as directed with all leads and lifts etc. complete. Spec : As directed by Engineer In Charge

37.00

37.00

26 / 21 BDW 8

Removing battens from roof and R.Mt. stacking them as directed with all leads and lifts etc. complete. Spec : As directed by Engineer In Charge

6.00

6.00

27 / 21 BDW 8

Removing matting from roof and stacking Sq.Mt. as directed with all leads and lifts etc. complete.

11.00

11.00

182

I.No.

Code

Description

Unit

Rate

Spec : As directed by Engineer In Charge 28 / 21 BDW 8

Removing purlins from roof including R.Mt. stacking as directed with all leads, lifts, etc. complete. Spec : As directed by Engineer In Charge

11.00

11.00

29 / 21 BDW 8

Removing rafters from roof including the R.Mt. materials as directed with all leads, lifts, etc. complete. Spec : As directed by Engineer In Charge

11.00

11.00

30 / 21 BDW 8

Removing cloth partition with frame Sq.Mt. work and stacking the materials as directed with all leads, lifts etc. complete. Spec : As directed by Engineer In Charge

10.00

10.00

31 / 21 BDW

Providing and fixing Jute Kanthan Sq.Mt. (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc complete. Spec : As directed by Engineer In Charge

48.00

25.00

32 / 21 BDW

Providing and erecting chain link fencing R.Mt. 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 guage thick and fixed 75 mm above Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M.c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. Spec : As directed by Engineer In Charge

1740.00

172.00

33 a / 21 BDW

Removing Urinal Pans or Wash hand basin with frame including disconnecting the sanitary and water supply connections. removing the same carefully and stacking the serviceable materials as and where directed including throwing the unserviceable materials out side. Spec : As directed by Engineer In Charge

No.

51.00

51.00

33 b / 21 BDW

Removing W.C. Pan including disconnecting the sanitary and water supply connections, removing and breaking flooring and bed concrete around pan removing the same carefully and stacking the serviceable materials as and

No.

105.00

105.00

183

I.No.

Code

Description

Unit

Rate

where directed including of throwing the unserviceable materials out side. Spec : As directed by Engineer In Charge 34 / 21 BDW

Providing and erecting 1.2 meter high R.Mt. wire fencing with five rows of barbed Wire supported on mild steel angle(50x50x6mm) post including excavation of pits of foundation concrete fixing the posts in (1:4:8) cement concrete block of 45x45x45 cm and fastening the Wires and painting the angles with one coat with red lead primer and two coats of oil painting etc. complete. Spec. No.: Bd. W. 3, Page No. 583

435.00

60.00

35 / 21 BDW

Providing and fixing rain tattis with Sq.Mt. bamboos and karve grass with 75 mm thick grass and removing the same after rain is over (size of bamboos 50mm to 75mm. dia and 3 M to 3.5 M. long. Spec : As directed by Engineer In Charge

60.00

34.00

36 / 21 BDW

Providing and fixing grass chhapper (roof) Sq.Mt. with necessary bamboos and karve frame with 75 mm. thick grass etc, removing the same after rain is over (size of bamboos 50 mm to 75 mm dia and 3 M to 3.5 M. long.) Spec : As directed by Engineer In Charge

80.00

35.00

37 / 21 BDW

Providing and fixing grass chhapper (roof) Sq.Mt. with necessary bamboos and karve frame with 75 mm. thick grass etc, removing the same after rain is over (size of bamboos 25 mm dia and 3 M. to 3.5 M. long Spec : As directed by Engineer In Charge

72.00

34.00

38 / 21 BDW

Providing and fixing Bamboo Matting Sq.Mt. screen for partition with bamboo sticks. Spec : As directed by Engineer In Charge

124.00

75.00

39 / 21 BDW

Providing and fixing lightening conductor system comprising of erecting AirTermination consisting of tubular copper rod of 25mm dia. 1.2mm thick with multiple points head 1.2mt. long (Heavy Duty) welded or clamped to G.I. pipe pole B Grade 50mm dia. of required length with M.S. round base plate 25cm. diam. and 10mm thick at bottom embeded in cement concrete 1:3:6 foundation of size 45cm diam. x 45cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3cms with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pit 1.5 metre below ground level with 184

No.

16335.00 2498.00

I.No.

Code

Description

Unit

Rate

40 Kg charcoal and salt with alternate layers of charcoal and salt and G.I. pipe 40mm dia. 2 metrer length burried in earth upto earthling plate remaining portion above ground level for watering and refilling complete. Spec. No.: BDW 1 Page 581 Note – Copper strip from lightening conductor is not considered in this item 40 / 21 BDW

Providing and fixing copper strip 25 mm R.Mt. wide and 3 mm thick for lightening conductor including fixing with screws required scaffolding etc. complete. Spec. No.: BDW 1 Page 581 as directed Enginner in charge Note –Lightening conductor and earthing pit is not considered in this item

490.00

168.00

41 / 21 BDW

Providing and fixing in position R.Mt. alluminium strips of size 50 mm. x 3 mm. for nosing the steps including fixing with screws and raval plugs, bending and cutting to the required shape and size, finishing with paint, necessary mortar bedding of 1:3 cement mortar to get exact line and level including watering and curing etc. complete. Spec : As directed by Engineer In Charge

170.00

77.00

42 / 21 BDW

Providing preconstructional antitermite Sq.Mt. treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation clorophyriphoas/lendene at the rate of 5 litres of emulsion concentrates of 0.5 percent of Aldrin per square meter of surface area covering 10 years guarantee. Spec : As directed by Engineer In Charge

72.00

17.00

43 / 21 BDW

Providing preconstructional antitermite Sq.Mt. treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 7.5 litres off emulsion concentrate of 0.5 percent of Clorophyriphas/ Hephoclore per square metre of vertical surface are covering 10 years guarantee. Spec : As directed by Engineer In Charge

108.00

17.00

44 / 21 BDW

Providing preconstructional antitermite Sq.Mt. treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 0.5 percent of Hephoclore per square metre of surface area covering ten years guarantee. Spec : As directed by Engineer In Charge

71.00

17.00

185

I.No.

Code

Description

Unit

Rate

45 / 21 BDW

Providing preconstructional antitermite Sq.Mt. treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 percent of Clorophysiphas/ 20 E.C. Hephoclore at the rate of 7.5 litres emulsion concentrate per hole and sealing the same with proper filling & covering 10 years guarantee. Spec : As directed by Engineer In Charge

108.00

18.00

46 / 21 BDW

Providing antitermite treatment to the wooden frames of doors/windows of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at four corners on one side and four corners on other side at a down ward angle of about 45% at the junction of wood work and masonary and injecting 150ml. of chlorodane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee. Spec : As directed by Engineer In Charge

No.

46.00

18.00

47 / 21 BDW

Providing antitermite treatment to the joints of wooden beams/joint used for the roof work of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at a downward angle of about 45% at the junction of wood work and masonary and injecting 80ml. of chloro-dane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee. Spec : As directed by Engineer In Charge

No.

34.00

9.00

48 / 21 BDW

Providing antitermite treatmentto the sides of flooring of the existing building as per I.S. 6313 (Part-III) by punching holes 6mm dia. drilled at a distance of 30cm. centre to centre and injecting one percent of chlorodane emulsion concentrate at the rate of 50 ml per hole and sealing by filling putty etc. complete covering 2 years guarantee. Spec : As directed by Engineer In Charge

No.

21.00

9.00

49 / 21 BDW

Providing antitermite treatment around R.Mt. the periphery of the existing building as per I.S. 6313 (Part-III) by excavating trenches of 20cm width and exposing the sides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 litres per Rmt and refilling the trenches etc. complete covering 2 years guarantee. Spec : As directed by Engineer In Charge

35.00

9.00

186

I.No.

Code

Description

Unit

Rate

50 / 21 BDW

Providing general pest control services to Sq.Mt. the building to control the nuisance of cockroaches, lizards pin bores and other insects etc. with 4 operations in a year and monthly check up. Spec : As directed by Engineer In Charge

19.00

8.50

51 a / 21 BDW

Providing general pest control services to small size of inspection chamber to control the nuisance of cockroaches during the year with monthly check up. Spec : As directed by Engineer In Charge

No.

89.00

17.00

51 b / 21 BDW

Providing general pest control services to big size of inspection chamber to control the nuisance of cockroaches during the year with monthly check up. Spec : As directed by Engineer In Charge

No.

185.00

18.00

52 / 21 BDW

Labour charges for removing grass Sq.Mt. thorney shurbs, Jungli shurb Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. Spec : As directed by Engineer In Charge

14.00

14.00

53 / 21 BDW

Removing grass gazer grass and Sq.Mt. disposing off out of building premises including making clean the ground by showel and phavaras etc. complete. Spec : As directed by Engineer In Charge

6.00

6.00

54 / 21 BDW

Labour charges for applying two coats of alluminium paint for flag-post including preparing the surface and primer coat etc. complete. Spec : As directed by Engineer In Charge

348.00

348.00

55 / 21 BDW

Providing and fixing crimped wire G.I. Sq.Mt. mesh of size 20mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc. complete. (excluding cost of structural steel) Spec : As directed by Engineer In Charge

695.00

180.00

56 / 21 BDW

Dismantling existing brick bat coba in the W/C and toilets including removing the dismantelled stuff outside the rooms, including stacking and cleaning surface etc. complete. Spec : As directed by Engineer In Charge

975.00

975.00

57 / 21 BDW

Providing and erecting Y type barbed wire R.Mt. fencing with seven rows of wire with 2.45 mm dia G.I. pipe ( Rezan/ concentina ire 0.75 mm dia ) with hot dip and G.I. coated hooks as per drawing supported on M.S.

776.00

80.00

187

No.

No.

I.No.

Code

Description

Unit

Rate

angle 50 x 50 x 6 mm at 2.5 mtr. c/c including fixing and fastening with wire, painting M.S. angles with one coat of red lead primer and two coat of oil paint etc. complete. Spec : As directed by Engineer In Charge 58 / 21 BDW

Providing and fixing 40mm diameter and R.Mt. 1.5mm thick Stainless steel hand railing in S.S.304 Grade including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete.** Spec. No.: As directed by Engineer Incharge

1890.00

521.00

59 / 21 BDW

Providing and fixing 900mm high S.S.304 R.Mt. Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top,40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 8mm thick toughened glass including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete.** Spec. No.: As directed by Engineer Incharge

4010.00

1208.00

60 / 21 BDW

Providing and fixing 900mm high S.S.304 R.Mt. Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top,40mm diameter and 1.5mm thick vertical supports spaced at 3.3m center to center and two pipes of 12mm diameter fixed horizontally including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete.** Spec. No.: As directed by Engineer Incharge **Note**—For item no. 58 to 60 prior approval of Superintending Engineer will be required

3868.00

1201.00

188

I.No.

Code

Description

Unit

Rate


CD Works

Sub Category


CD

: Cross Drainage Works

Unit

Item Code


1 / 22 CD 1

Providing rubble filling of trap/ granite/ Cu.Mt. quartzite gneiss stones for foundations including hand packing filling gravel/ sand in the voids etc complete. Spec :CD.1 Page.No. 159

670.00

288.00

2 a / 22 CD 3A

Providing & laying in situ cement concrete Cu.Mt. of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. withreversible Drum Type mixer with SCADA. With natural sand. Spec :CD.-3 Page.No. 160

3590.00

866.00

2 b / 22 CD 3A

Providing & laying in situ cement concrete Cu.Mt. of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. withreversible Drum Type mixer with SCADA. With crushed sand. Spec :CD.-3 Page.No. 160

3451.00

866.00

3 a / 22 CD 3B

Providing and laying in situ cement Cu.Mt. concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary formwork compacting and curing etc. complete. withreversible Drum Type mixer with SCADA. With natural sand. Spec :CD.3 Page.No. 160

3380.00

1034.00

3 b / 22 CD 3B

Providing and laying in situ cement Cu.Mt. concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary formwork compacting and curing etc. complete. withreversible Drum Type mixer with SCADA. With crushed sand. Spec :CD.3 Page.No. 160

3230.00

1034.00

4 / 22 CD 4

Providing trap/ granite/ quartzite/ gneiss Sq.Mt. rubble stone paving 15cm.thick in 1:3 cement mortar over a bedding of 15cm.thick cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal including striking joints and watering complete.

1330.00

513.00

189

I.No.

Code

Description

Unit

Rate

Spec :CD.4 Page.No. 160 5 / 22 CD 6

Providing uncoursed rubble trap/ Cu.Mt. quartzite/ gneiss stone masonary in cement mortar 1:5 for piers, abutments, wings, returns, head-walls, parapet etc. including striking joints of the non exposed faces and pointing the exposed faces with cement mortar 1:3 including scaffolding and watering masonary complete including bailing out of water. Spec :CD.6 Page.No. 162

3415.00

1519.00

6 a / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP-2 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. (a) 450 mm. Dia. Spec :CD.7 Page.No. 162

1450.00

275.00

6 b / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP-2 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. (b) 600 mm. Dia. Spec :CD.7 Page.No. 162

2050.00

285.00

6 c / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP-2 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. (c) for 800 mm.dia. Spec :CD.7 Page.No. 162

3195.00

295.00

6 d / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP-2 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. d) for 900 mm dia. Spec :CD.7 Page.No. 162

3800.00

320.00

6 e / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003NP-2 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. e) for 1000 mm dia. Spec :CD.7 Page.No. 162

4490.00

381.00

6 f / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP-2 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. f)

6070.00

402.00

190

I.No.

Code

Description

Unit

Rate

for 1200 mm dia. Spec :CD.7 Page.No. 162 7 a / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP-3 class of required diameter in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. a) for 600 mm dia. Spec :CD.7 Page.No. 162

3530.00

450.00

7 b / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP3 class of required dia. in proper line, level, & slope including providing fixing collars in cement mortar 1:2, curing etc. complete. a) for 800 mm dia. Spec :CD.7 Page.No. 162

5715.00

462.00

7 c / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP3 class of required dia. in proper line, level & slope including providing, fixing collars in cement mortar 1:2, curing etc. complete. c) for 900 mm.dia. Spec :CD.7 Page.No. 162

6310.00

473.00

7 d / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP3 class of required dia. in proper line, level & slope including providing fixing collars in cement mortar 1:2, curing etc. complete. d) for 1000 mm dia. Spec :CD.7 Page.No. 162

7005.00

483.00

7 e / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP3 class of required dia.in proper line, level & slope including providing fixing collars in cement mortar 1:2, curing etc. complete. e) for 1200 mm dia. Spec :CD.7 Page.No. 162

9165.00

530.00

8 a / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP4 class of required dia. in proper line, level & slope including providing fixing collars in cement mortar 1:2, curing etc. complete. a) for 900 mm dia. Spec : CD 7 Page 167

7505.00

485.00

8 b / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP4 class of required dia. in proper line, level & slope including providing fixing collars in cement mortar 1:2, curing etc. complete. b) for 1000 mm dia. Spec : CD 7 Page 167

9325.00

490.00

191

I.No.

Code

Description

Unit

Rate

8 c / 22 CD 7

Providing and laying cement concrete R.Mt. pipe of I.S. 458:2003 NP4 class of required dia. in proper line, level & slope including providing fixing collars in cement mortar 1:2, curing etc. complete. c) for 1200 mm dia. Spec : CD 7 Page 167

11457.00

500.00

9 a / 22 CD 8

Providing cast in situ block of M 10 cement Cu.Mt. concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. with reversible Drum Type mixer with SCADA. (Cement 4.05 bags/Cu.M.) With natural sand. Spec :CD.8 Page.No. 163

4745.00

1911.00

9 b / 22 CD 8

Providing cast in situ block of M 10 cement Cu.Mt. concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. with reversible Drum Type mixer with SCADA. (Cement 4.05 bags/Cu.M.) With crushed sand. Spec :CD.8 Page.No. 163

4606.00

1911.00

10 / 22 CD 27

Providing selected hard murum filling Cu.Mt. including laying in layers of 15cm.to 20cm. watering and compacting complete. Spec :CD.14 Page.No. 167

358.00

124.00

11 a / 22 CD

Providing and laying in situ M.15 cement Cu.Mt. concrete of trap /granite /quartzite /gneiss metal including compacting, finishing, curing and complete with reversible Drum Type mixer with SCADA. for approach slab (excluding reinforcement.) (Cement 5.90 bags/Cu.M.) With natural sand. Spec :CD.15 Page.No. 168 and B.7. Page No. 38

4615.00

1026.00

11 b / 22 CD

Providing and laying in situ M.15 cement Cu.Mt. concrete of trap /granite /quartzite /gneiss metal including compacting, finishing, curing and complete with reversible Drum Type mixer with SCADA. for approach slab (excluding reinforcement.) (Cement 5.90 bags/Cu.M.) With crushed sand. Spec:CD.15 Page.No.168and B.7. PNo. 38

4470.00

1026.00

12 / 22 CD 27

Providing & fixing stream lined M-15 grade R.C.C. guard stone including mild steel bar reinforcement complete. Spec :CD.20 Page.No. 169

605.00

160.00

13 a / 22 CD

Providing cast in situ M-10 grade cement Cu.Mt. concrete for head walls of C.D. work/ retaining walls etc. including necessary form work, compaction finishing and curing

4280.00

1095.00

192

No.

I.No.

Code

Description

Unit

Rate

etc. complete. with reversible Drum Type mixer with SCADA. (Cement 4.05 bags/cu.m.) With natural sand. Spec : CD 8 Page 163 13 b / 22 CD

Providing cast in situ M-10 grade cement Cu.Mt. concrete for head walls of C.D. work/ retaining walls etc. including necessary form work, compaction finishing and curing etc. complete. with reversible Drum Type mixer with SCADA. (Cement 4.05 bags/cu.m.) With crushed sand. Spec : CD 8 Page 163

4146.00

1095.00

14 a / 22 CD

Providing and casting in situ plain cement Cu.Mt. concrete M15 grade of trap metal for coping to head walls/ parapet including centering, form work, compaction and curing etc. complete with reversible Drum Type mixer with SCADA. with natural sand. Spec : Bd-E-7

4968.00

2244.00

14 b / 22 CD

Providing and casting in situ plain cement Cu.Mt. concrete M15 of trap metal for coping to head walls/ parapet including centering, form work, compaction and curing etc. complete with reversible Drum Type mixer with SCADA. with crushed sand. Spec : Bd-E-7

4823.00

2244.00

193

I.No.

Code

Description

Unit

Rate


Sr. No &

Roads

Sub Category


MORT & H Bituminous Construction Unit

Item Code


1 a / 23 MORTH 201

Cutting down trees including trunks and branches and stacking the materials neatly with a lead of 50m. as directed with girths above 30cm to 60cm. Spec : MORTH 201

No.

580.00

580.00

1 b / 23 MORTH 201

Cutting down trees including trunks and branches and stacking the materials neatly with a lead of 50m.as directed with girths. above 60cm to 90 cm. Spec : MORTH 201

No.

770.00

770.00

1 c / 23 MORTH 201

Cutting down trees including trunks and branches and stacking the materials neatly with a lead of 50m. as directed with girths. above 90 cm to 180cm. Spec : MORTH 201

No.

1330.00

1330.00

1 d / 23 MORTH 201

Cutting down trees including trunks and branches and stacking the materials neatly with a lead of 50m. as directed with girths. above 180cm Spec : MORTH 201

No.

1590.00

1590.00

2 a / 23 MORTH 301

Excavation for roadway in earth, soil of Cu.Mt. all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means Spec : MORTH 301

137.00

137.00

2 b / 23 MORTH 301

Excavation for roadway in earth, soil of Cu.Mt. all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Mechanical Means. Spec : MORTH 301

73.00

11.00

3 a / 23 MORTH 301

Excavation for roadway in hard murum Cu.Mt. including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for

154.00

154.00

194

I.No.

Code

Description

Unit

Rate

embankment or stacking as directed. By Manual Means Spec : MORTH 301 3 b / 23 MORTH 301

Excavation for roadway in hard murum Cu.Mt. including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. By Mechanical Means. Spec : MORTH 301

79.00

11.00

4 a / 23 MORTH 301

Excavation for roadway in hard murum Cu.Mt. and boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means Spec : MORTH 301

170.00

170.00

4 b / 23 MORTH 301

Excavation for roadway in hard murum Cu.Mt. and boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Mechanical Means. Spec : MORTH 301

89.00

14.00

5 / 23 MORTH 301

Excavation for roadway in soft rock, Cu.Mt. including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. Spec : MORTH 301

297.00

297.00

6 / 23 MORTH 301

Excavation for roadway in hard rock by Cu.Mt. blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials in all lifts upto a lead of 50m. and spreading or stacking as directed. Spec : MORTH 301

649.00

490.00

7 a / 23 MORTH 301

Excavation for roadway in hard rock by Cu.Mt. controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stocking as directed. Spec : MORTH 301

805.00

595.00

195

I.No.

Code

Description

Unit

Rate

7 b / 23 MORTH 301

Excavation for roadway in hard rock by Cu.Mt. wedging & chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Spec : MORTH 301

1056.00

780.00

8 / 23 MORTH 301

Excavation for roadway in Manjara Rock Cu.Mt. by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Spec : MORTH 301

1265.00

910.00

9 / 23 MORTH 301

Excavation for roadway in laterite rock Cu.Mt. including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. Spec : MORTH 301

680.00

650.00

10 A i / 23 Excavation for catch / side water gutter Cu.Mt. MORTH in strata to the specified section including 301 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. By Manual Means. Spec : MORTH 301

170.00

170.00

10 A ii / 23 Excavation for catch / side water gutter Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. By Mechanical Means Spec : MORTH 309

94.00

13.00

10 B i / 23 Excavation for catch / side water gutter Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Hard murum. By Manual Means. Spec : MORTH 309

187.00

187.00

10 B ii / 23 Excavation for catch / side water gutter Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Hard murum. By Mechanical Means Spec : MORTH 309

105.00

15.00

196

I.No.

Code

Description

Unit

Rate

10 C i / 23 Excavation for catch / side water gutters Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Hard murum and boulders. By Manual Means. Spec : MORTH 309

225.00

225.00

10 C ii / 23 Excavation for catch / side water gutters Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Hard murum and boulders. By Mechanical Means. Spec : MORTH 309

125.00

22.00

10 D i / 23 Excavation for catch / side water gutter Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Soft rock. Spec : MORTH 309

374.00

374.00

10 E i / 23 Excavation for catch / side water gutters Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. Hard rock. Spec : MORTH 309

1175.00

1175.00

10 F i / 23 Excavation for catch / side water gutters Cu.Mt. MORTH in strata to the specified section including 309 stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. Manjra Rock chiselling and wedging etc. complete Spec : MORTH 309

1310.00

1180.00

11 a / 23 MORTH 305

Watering and compacting of Cu.Mt. embankment formed of materials obtained from the road cutting, within a lead of 50m, to 95% of standard proctor density after laying them in layers of 20 cm to 30 cm with vibratory roller. Spec : MORTH 305

130.00

25.00

11 b / 23 MORTH 305

Watering & compacting of embankment Cu.Mt. formed of materials obtained from the road cutting within a lead of 50 m, to 100% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. Spec : MORTH 305

180.00

25.00

197

I.No.

Code

Description

Unit

Rate

12 a / 23 MORTH 305

Conveying materials obtained from road Cu.Mt. cutting including all lifts, laying in layers of 20cm. to 30cm. (about 8 inch to 12 inch ) breaking clods, dressing to the required lines, curves, grades and section, watering and compaction to 95% of standard proctor density for a lead of 50 to 300 m. inclusive from the site of excavation to the site of deposition as directed. Spec : MORTH 305

210.00

28.00

12 b / 23 MORTH 305

Conveying materials obtained from road Cu.Mt. cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to 100% of standard Proctor density for a lead of over 50m. to 300m.inclusive from the site of excavation to the site of deposition as directed. Spec : MORTH 305

260.00

28.00

13 a / 23 MORTH 305

Conveying materials obtained from road Cu.Mt. cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to 95% of standard proctor density for a lead of 300m. to 500m.inclusive from the site of excavation to the site of deposition as directed. Spec : MORTH 305

225.00

28.00

13 b / 23 MORTH 305

Conveying materials obtained from road Cu.Mt. cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to 100% of standard proctor density for a lead of 300m. to 500m.inclusive, from the site of excavation to the site of deposition as directed. Spec : MORTH 305

275.00

31.00

14 A i / 23 Providing earth work in embankment Cu.Mt. MORTH with approved materials obtained from 305 departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve 95% of standard proctor density etc. complete Spec : MORTH 305

325.00

135.00

198

I.No.

Code

Description

Unit

Rate

14 A ii / 23 Providing earth work in embankment Cu.Mt. MORTH with approved materials obtained from 305 departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with Intelligent Soil Compactor with compaction analyzer and V-Sat attachment to achieve 95% of standard proctor density etc. complete. By Modern Machinary Spec : MORTH 305

350.00

130.00

14 B i / 23 Providing earth work in embankment Cu.Mt. MORTH with approved materials obtained from 305 departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with VSat attachment to achieve 100 % of standard proctor density etc. complete. Spec : MORTH 305

375.00

175.00

14 B ii / 23 Providing earth work in embankment Cu.Mt. MORTH with approved materials obtained from 305 departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with Intelligent Soil Compactor with compaction analyzer and V-Sat attachment to achieve 100% of standard proctor density etc. complete. By Modern Machinary Spec : MORTH 305

395.00

175.00

15 / 23 MORTH 305

Providing earth work in embankment Cu.Mt. with approved materials obtained from Departmental land or other sources including all lifts, laying in layers of 20cm. to 30cm. thickness, breaking clods, dressing to the required lines, curves, grades and section, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment etc. complete. Spec : MORTH 305

285.00

165.00

16 / 23 MORTH 305

Preparing embankment with approved Cu.Mt. materials obtained from the cutting within a lead of 50m. Including laying in layers of 20cm to 30cm breaking clods, dressing to the required lines, curves, grade, section,

50.00

34.00

199

I.No.

Code

Description

Unit

Rate

watering and compacting with vibratory roller with SCADA etc. complete. Spec : MORTH 305 17 a / 23 MORTH 305

Preparing embankment with approved Cu.Mt. materials obtained from the road cutting including laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section and compacting with vibratory roller with SCADA for a lead of over 50m. to 300m.inclusive from the site of excavation to the site of deposition as directed. Spec : MORTH 305

95.00

25.00

17 b / 23 MORTH 305

Preparing embankment with approved Cu.Mt. materials obtained from the road cutting including laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section and compacting with Vibratory roller with SCADA for a lead of over 300m to 500m. inclusive, from the site of excavation to the site of deposition as directed. Spec : MORTH 305

115.00

20.00

18 / 23 MORTH 305

Laying materials obtained from road Cu.Mt. cutting in layers, breaking clods, dressing to the required lines, grades and section for embankment within a lead 50 m. Spec : MORTH 305

30.00

27.00

19 a / 23 MORTH 305

Conveying materials obtained from road Cu.Mt. cutting including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and section for a lead of over 50m. to 300m.inclusive from the site of excavation to the site of deposition as directed. Spec : MORTH 305

65.00

17.00

19 b / 23 MORTH 305

Conveying materials obtained from road Cu.Mt. cutting including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and section for a lead of over 300m.to 500m inclusive from the site of excavation to the site of deposition as directed. Spec : MORTH 305

85.00

17.00

20 / 23 MORTH 408

Supplying hard murum/ kankar at the Cu.Mt. quarry site, including conveying and stacking complete. Spec : MORTH 408

192.00

102.00

21 / 23 MORTH 408

Spreading hard murum for side width etc. Cu.Mt. complete Spec : MORTH 408

52.00

52.00

200

I.No.

Code

Description

Unit

Rate

22 / 23 MORTH 408

Compacting the hard murum side widths Sq.Mt. including laying in layers on each side with power roller including artificial watering etc. complete. Spec : MORTH 408

6.20

2.00

23 a / 23 MORTH 404

Picking the road surface including Sq.Mt. sectioning etc. complete (WBM surface.) Spec : MORTH 404

14.50

14.50

23 b / 23 MORTH 501

Picking the road surface including Sq.Mt. sectioning etc. complete (BT surface.) Spec : MORTH 501

21.00

21.00

24 / 23 MORTH 313

Laying 15cm. to 23 cm. trap/ granite/ Cu.Mt. quartzite/ gneiss rubble soling including hand packing with rubble chips complete excluding cost of material Spec : MORTH 313

167.00

100.00

25 / 23 MORTH 306

Providing dry rubble stone pitching Sq.Mt. 23cm. (about 9 inch) thick. etc. complete. Spec : MORTH 306

210.00

165.00

26 / 23 MORTH 2206

Providing dry /trap/ granite / quartzite / Cu.Mt. gneiss rubble stone masonry etc. complete. Spec : MORTH 2206

910.00

435.00

27 a i / 23 MORTH 2.5

Dismantling of flexible pavements and Cu.Mt. disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Manual Means -- Bituminous Course etc. complete. Spec : M.O.R.T & H - 202

790.00

590.00

27 a ii / 23 Dismantling of flexible pavements and Cu.Mt. MORTH disposal of dismantled materials upto a 2.5 lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Manual Means -- Granular Course etc. complete. Spec : M.O.R.T & H - 202

570.00

385.00

28 / 23 MORTH 2.5

Dismantling of flexible pavements and Cu.Mt. disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means etc. complete. Spec : M.O.R.T & H - 202

325.00

125.00

29 / 23 MORTH 2.6

Dismantling of cement concrete Cu.Mt. pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal

1960.00

400.00

201

I.No.

Code

Description

Unit

Rate

of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. Spec : M.O.R.T & H - 202 30 / 23 MORTH 4.4

Providing, laying and spreading soil on Cu.Mt. a prepared sub grade, pulverizing, 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. Spec : MORTH - 402

648.00

14.00

31 / 23 MORTH 4.5

Providing, laying and spreading soil on Cu.Mt. a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, 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. Spec : MORTH - 403

750.00

21.00

32 / 23 MORTH 3.14

Scarifying the existing granular road Sq.Mt. surface to a depth of 50 mm by manual means and disposal of scarified material within all lifts and leads upto 1000 metres. Spec : M.O.R.T & H - 305.4.3

29.00

18.00

33 a / 23 MORTH 4.3

Laying and spreading available soil in Cu.Mt. the sub-grade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade -- By Mechanical Means Spec : MORTH - 401

615.00

14.00

33 b / 23 MORTH 4.3

Laying and spreading available soil in Cu.Mt. the sub-grade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade -- By Manual Means Spec : MORTH - 401

645.00

14.00

202

I.No.

Code

Unit

Rate

Construction of granular sub-base by Cu.Mt. providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material Spec : M.O.R.T & H - 401

1160.00

17.50

34 a ii / 23 Construction of granular sub-base by Cu.Mt. MORTH providing close graded Material, mixing in 4.1 a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Spec : M.O.R.T & H - 401

1200.00

17.50

34 a iii / 23 Construction of granular sub-base by Cu.Mt. MORTH providing close graded Material, mixing in 4.1 a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material Spec : M.O.R.T & H - 401

1270.00

17.50

Construction of granular sub-base by Cu.Mt. providing 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 vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material Spec : M.O.R.T & H - 401

840.00

15.00

34 b ii / 23 Construction of granular sub-base by Cu.Mt. MORTH providing close graded material, spreading 4.1 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 -- By Mix in Place Method and GradeIIMaterial. Spec : M.O.R.T & H - 401

880.00

15.00

34 a i / 23 MORTH 4.1

34 b i / 23 MORTH 4.1

Description

203

I.No.

Code

Description

Unit

Rate

34 b iii / 23 Construction of granular sub-base by Cu.Mt. MORTH providing close graded material, spreading 4.1 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 -- By Mix in Place Method and Grading - III Material Spec : M.O.R.T & H - 401

1030.00

15.00

35 i / 23 MORTH 4.2

Construction of granular sub-base by Cu.Mt. 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. Grading - IV Material Spec : M.O.R.T & H - 401

1000.00

14.00

35 ii / 23 MORTH 4.2

Construction of granular sub-base by Cu.Mt. 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. Grading - V Material Spec : M.O.R.T & H - 401

990.00

14.00

35 iii / 23 MORTH 4.2

Construction of granular sub-base by Cu.Mt. 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. Grading - VI Material Spec : M.O.R.T & H - 401

970.00

14.00

36 / 23 MORTH 4.18

Lime, Fly ash Stabilized Soil Sub-Base - Cu.Mt. - Construction of Sub-base using lime - Fly ash 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, Fly ash to conform to gradation as per clause 4.3 of IRC: 881984, lime + Fly ash 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 7.5kg/sq, cm and 25 per cent respectively, all as specified in IRC: 88-

800.00

7.00

204

I.No.

Code

Description

Unit

Rate

1984. Spec : As directed by Engineer Incharge 37 i / 23 MORTH 4.6

Cement Treated Crushed Rock or Cu.Mt. 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 course Spec : MORTH - 403

1532.00

21.00

37 ii / 23 MORTH 4.6

Cement Treated Crushed Rock or Cu.Mt. 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 base course. Spec : MORTH - 403

1517.00

21.00

38 i / 23 MORTH 4.7

Making 50 mm x 25 mm furrows, 45 Sq.Mt. degree 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 Spec : MORTH - 404.3.1

6.00

6.00

38 ii / 23 MORTH 4.7

Making 50 mm x 50 mm furrows, 45 Sq.Mt. degree 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 Spec : MORTH - 404.3.1

10.00

10.00

39 / 23 MORTH 404

Brooming the W.B.M. surface by wire Sq.Mt. Brushes, coir brushers, dusting, cleaning etc. for receiving the bituminous treatment complete. Brooming the water Bound Macadam surface by wire. Spec : MORTH 404

10.00

10.00

40 / 23 MORTH 400

Labour for breaking trap stone rubble Cu.Mt. (Rawali) into metal of suitable size conveying by head load feeding crusher, stacking the chips, refeeding the crusher with oversize metal to obtain chips of 20mm size and below including labour for

190.00

190.00

205

I.No.

Code

Description

Unit

Rate

machinery (Measurements shall be on stacked screened chips only) Spec : MORTH 400 41 / 23 MORTH 400

Labour for breaking available metal Cu.Mt. including conveying by head load, feeding crusher, stacking the chips, refeeding the crusher with oversize metal to obtain chips of 20 mm size and below including labour for machinery (Measurements shall be on stacked screened chips only) Spec : MORTH 400

90.00

90.00

42 A i a / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Manual Means Grading I a) (Using Screening Crushable type such as Murum or Gravel) Spec : MORTH - 404

1150.00

265.00

42 A i b / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Manual Means Grading I b) (Using Screening Type A (13.2 mm Aggregate) Spec : MORTH - 404

1325.00

275.00

42 A i c / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the

1400.00

275.00

206

I.No.

Code

Description

Unit

Rate

required density. By Manual Means Grading I c) (Using Screening Type B (11.2 mm Aggregate) Spec : MORTH - 404 42 A ii a / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Manual Means Grading II a) (Using Screening Crushable type such as Murum or Gravel) Spec : MORTH - 404

1340.00

275.00

42 A ii b / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. By Manual Means Grading II b) (Using Screening Type B (11.2 mm Aggregate) Spec : MORTH - 404

1500.00

275.00

42 B ii a / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. By Mechanical Means Grading I a) (Using Screening Crushable type such as Murum or Gravel) Spec : MORTH - 404

1040.00

18.00

207

I.No.

Code

Description

Unit

Rate

42 B ii b / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means Grading I b) (Using Screening Type A (13.2 mm Agr) Spec : MORTH - 404

1150.00

18.00

42 B ii c / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. By Mechanical Means Grading I c) (Using Screening Type B (11.2 mm Agr) Spec : MORTH - 404

1240.00

18.00

42 B iii a / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means Grading II a) (Using Screening Crushable type such as Murum or Gravel) Spec : MORTH - 404

1155.00

18.00

42 B iii b / 23 MORTH 4.9

Providing, laying, spreading and Cu.Mt. compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding

1310.00

18.00

208

I.No.

Code

Description

Unit

Rate

Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means Grading II b) (Using Screening Type B (11.2 mm Aggregate) Spec : MORTH - 404 43 / 23 MORTH 4.10

Crushed Cement Concrete Sub-base / Cu.Mt. 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 1 km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except theuse of screening or binding material. Spec : MORTH - 405

240.00

110.00

44 / 23 MORTH 4.11

Penetration Coat Over Top Layer of Sq.Mt. 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 gritter and rolling the surface as per clause 506.3.8 Spec : MORTH - 405.2

21.00

1.00

45 / 23 MORTH 4.12

Wet Mix Macadam -- Providing, laying, Cu.Mt. spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Spec : MORTH - 406

1150.00

20.00

46 A i / 23 Crusher Run Macadam Base -- Providing Cu.Mt. MORTH crushed stone aggregate, depositing on a 4.17 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base -- By Mix in Place Method for 53 mm maximum size Spec : MORTH – 410

810.00

13.00

209

I.No.

Code

Description

Unit

Rate

46 A ii / 23 Crusher Run Macadam Base -- Providing Cu.Mt. MORTH crushed stone aggregate, depositing on a 4.17 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base -- By Mix in Place Method for 45 mm maximum size Spec : MORTH - 410

900.00

13.00

46 B i / 23 Crusher Run Macadam Base -- Providing Cu.Mt. MORTH crushed stone aggregate, depositing on a 4.17 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base -- By Mixing Plant Method for 53 mm maximum size Spec : MORTH - 410

940.00

13.00

46 B ii / 23 Crusher Run Macadam Base -- Providing Cu.Mt. MORTH crushed stone aggregate, depositing on a 4.17 prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of subbase/Base -- By Mixing Plant Method for 45 mm maximum size Spec : MORTH - 410

635.00

13.00

47 / 23 MORTH 3.15

Scarifying the existing bituminous road Sq.Mt. surface to a depth of 50 mm by manual means and disposal of scarified material with in all lifts and lead upto 1000 metres. Spec : M.O.R.T & H - 305.4.3

7.50

1.50

48 / 23 MORTH

Dismantling of existing B.T. Surface Sq.Mt. (flexible Pavement) to a depth of 50 mm.by cold milling with Writgen or similar type machine including loading of dismantled material by automatic conveyor belt to transport vehicle at site excluding lead charges Spec : As directed by Engineer Incharge

51.00

2.00

49 / 23 MORTH 5.1

Prime coat (Providing and applying primer Sq.Mt. coat with bitumen emulsion 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. ) Spec : M.O.R.T & H – 502

21.00

0.30

50 a / 23 MORTH 5.2

Providing and applying tack coat on the Sq.Mt. prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen

12.50

0.30

210

I.No.

Code

Description

Unit

Rate

Spec : M.O.R.T & H - 503 50 b / 23 MORTH 5.2

Providing and applying tack coat on the Sq.Mt. prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. VG-30 bulk bitumen Spec : M.O.R.T & H - 503

15.50

0.30

50 c / 23 MORTH 5.2

Providing and applying tack coat on the Sq.Mt. prepared surface heating by flames in Boiler and spraying bitumen with sprayer on / Granular surface with primer @ 3. kg/10 sqm with VG-30 bulk Bitumen Spec : M.O.R.T & H - 503

17.50

0.30

50 d / 23 MORTH 5.2

Providing and applying tack coat on the Sq.Mt. prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete. surface with primer @ 3.50 kg/10 sqm with VG-30 bulk Bitumen Spec : M.O.R.T & H - 503

21.00

0.30

50 e / 23 MORTH 5.2

Providing and applying tack coat with Sq.Mt. bitumen emulsion using emulsion pressure distributer at the rate of 0.20 kg per Sq.M. on the prepared bituminous cleaned with mechanical broom Spec : M.O.R.T & H - 503

9.50

0.30

51 A / 23 MORTH 5.12

Seal Coat (Providing and laying seal coat Sq.Mt. sealing the voids in a bituminous surface laid to the specified level and cross fall using Type A seal coats using 60/70 bulk bitumen. Spec : M.O.R.T & H - 513

52.00

8.50

51 B / 23 MORTH 5.12

Seal Coat -- Providing and laying of premix Sq.Mt. sand seal coat with HMP of appropriate capacity not less than 75 tonnes / hour using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Type B seal coats using Bitumen VG-30 bulk bitumen Spec : M.O.R.T & H - 513

37.00

7.50

52 A / 23 MORTH 5.9

Surface Dressing -- Providing and laying Sq.Mt. 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. -- a) 19 mm nominal chippling size (bitumen 12.00 kg/10 Sq.M.) -- Bitumen VG-30 bulkbitumen Spec :No.: As per MORTH specification Fifth Edition Clause No.509

69.00

1.50

211

I.No.

Code

Description

Unit

Rate

52 B / 23 MORTH 5.9

Surface Dressing -- Providing and laying Sq.Mt. 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. -- b) 13 mm nominal chippling size (bitumen 10.00 kg/10 Sq.M - Bitumen VG-30 bulkbitumen Spec : As per MORTH specification Fifth Edition Clause No.509

56.00

1.50

53 a / 23 MORTH 5.10

Open Graded Premix Surfacing- Sq.Mt. Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type‖A‖seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk-USING drum mix type hot mix plant with SCADA Paver and Vibratory roller Spec : As per MORTH specification Fifth Edition Clause No.510

155.00

14.00

53 b / 23 MORTH 5.10

Open Graded Premix Surfacing- Sq.Mt. Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type‖A”seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk -USING 80 TPH Batch mix type hot mix plant with SCADA, Paver and Vibratory roller. Spec : As per MORTH specification Fifth Edition Clause No.510

158.00

14.00

53 c / 23 MORTH 5.10

Open Graded Premix Surfacing- Sq.Mt. Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous

159.00

14.00

212

I.No.

Code

Description

Unit

Rate

binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type”A”seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk -USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. Spec : As per MORTH specification Fifth Edition Clause No.510 and IRC-SP-972013 54 a / 23 MORTH

Closed Graded Premix Surfacing- Sq.Mt. Providing and Laying CGC 20 mm thickness composed of 13.2 mm to 0.09 mm aggregates Type B premixed with bituminous binder @ 19 kg/10 sqm transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen,Excluding prime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. Spec : As per MORTH specification Fifth Edition Clause No.508 and IRC-SP-972013

113.00

12.00

54 b / 23 MORTH

Closed Graded Premix Surfacing- Sq.Mt. Providing and Laying CGC 20 mm thickness composed of 11.2 mm to 0.09 mm aggregates Type A premixed with bituminous binder @ 22 kg/10 sqm transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen,Excluding prime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. Spec : As per MORTH specification Fifth Edition Clause No.508 and IRC-SP-972013

138.00

12.00

213

I.No.

Code

Description

Unit

Rate

55 / 23 MORTH

OPEN GRADED PREMIX SURFACING:-- Sq.Mt. Providing and laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm crushed aggregate premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface ,including A type seal coat , finished to the required grade ,level,alignment,and rolling to achieve the desired density with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade. Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

156.00

15.00

56 / 23 MORTH

OPEN GRADED PREMIX SURFACING:-- Sq.Mt. Providing and laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm crushed aggregate premixed with bituminous binder,transported at site with VTS, laid over a previously prepared surface ,including A type seal coat , finished to the required grade ,level, alignment, and rolling to achieve the desired density with drum mix type hot mix plant without SCADA, With Ordinary paver,and Vibratory roller excluding prime/Tack coat etc.complete --Bitumen VG-30 grade Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

154.00

15.00

214

I.No.

Code

Description

Unit

Rate

57 a / 23 MORTH

Providing and laying modified penetration Sq.Mt. macadam surface75 millimeter thick including supplying all materials spreading trap metal layers and key aggregate heating and spraying bitumen at the rate of 200Kg/100 sq.mt. and compaction with power roller Excluding prime/tack coat Using V30 grade Bulk(Item to be used for V.R and O.D.R. road works only as per Sp20 with prior permission of Superintending Engineer) Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

212.00

14.00

57 b / 23 MORTH

Providing and laying modified penetration Sq.Mt. macadam surface50 millimeter thick including supplying all materials spreading trap metal layers and key aggregate heating and spraying bitumen at the rate of 175Kg/100 sq.mt. and compaction with power roller Excluding prime/tack coat Using V30 grade Bulk(Item to be used for V.R and O.D.R. road works only as per Sp20 with prior permission of Superintending Engineer) Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

178.00

14.00

58 / 23 MORTH

Built up spray grout surfacing:- Sq.Mt. Providing,laying and rolling of built up spray grout layer over prepared base consisting of two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

251.00

56.00

59 / 23

Providing and laying bituminous bound Sq.Mt. macadam surface 50 milimetre thick including supplying all materials spreading trap metal layers and key aggregate heating and spraying bitumen at the rate of 175 Kg/100 sq.mt. and compaction with power roller etc. complete (without seal coat).excluding 20 mm metal 1) Using Bulk Bitumen grade 60/70 on WBM with tack coat excluding royalty charges (by Blasting) Spec : As directed by Engineer in charge

158.00

27.00

215

I.No.

Code

Description

Unit

Rate

60 a / 23 MORTH 5.3

Bituminous macadam: Proving and Cu.Mt. laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. Spec. No.: As per MORTH specification Fifth Edition Clause No.504 and IRC-SP97-2013

5390.00

45.00

60 b / 23 MORTH

Bituminous macadam: Proving and laying Cu.Mt. bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50/75 mm compacted thickness with 3.4 % VG-30 Bitumen. -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment. Spec : Spec. No.: As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-97-2013

5680.00

47.00

61 / 23 MORTH 5.6

Dense Bituminous macadam: Proving Cu.Mt. and laying dense bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen. -USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler. Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

7115.00

49.00

216

I.No.

Code

Description

Unit

Rate

62 / 23 MORTH 5.8

Bituminous Concrete Providing and Cu.Mt. laying bituminous concrete using crushed aggregates of specified grading premixed with bituminous binder @ 5.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen,Excluding prime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

8182.00

50.00

63 A / 23 MORTH

BITUMINOUS MACADAM:--Providing and Cu.Mt. laying bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade 3.30% Spec : As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-972013

5270.00

39.00

63 B / 23 MORTH

BITUMINOUS MACADAM:--Providing and Cu.Mt. laying bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface ,finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness with -- Using drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load

5560.00

39.00

217

I.No.

Code

Description

Unit

Rate

sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver and Vibratory roller excluding prime/Tack coat etc.complete --Bitumen VG-30 grade 3.40% Spec : As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-972013 64 / 23 MORTH

DENSE BITUMINOUS MACADAM:-- Cu.Mt. Providing and laying dense bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete -Bitumen VG-30 grade with stone dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

6960.00

41.00

65 / 23 MORTH

BITUMINOUS CONCRETE:--Providing Cu.Mt. and laying bituminous concrete using crushed aggregate of specified grading premixed with bituminous binder @5.5% by weight of total mix and filler,transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC- 27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller

8080.00

43.00

218

I.No.

Code

Description

Unit

Rate

excluding prime/Tack coat etc. complete -Bitumen VG-30 grade with stone dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013 66 A / 23 MORTH

BITUMINOUS MACADAM:--Providing and Cu.Mt. laying bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete -Bitumen VG-30 grade 3.30% Spec : As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-972013

5180.00

39.00

66 B / 23 MORTH

BITUMINOUS MACADAM:--Providing and Cu.Mt. laying bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder,transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete-Bitumen VG-30 grade 3.40% Spec : As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-972013

5320.00

39.00

67 / 23 MORTH

DENSE BITUMINOUS MACADAM:-- Cu.Mt. Providing and laying dense bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder @ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

6700.00

41.00

219

I.No.

Code

Description

Unit

Rate

68 / 23 MORTH

BITUMINOUS CONCRETE:--Providing Cu.Mt. and laying bituminous concrete using crushed aggregate of specified grading premixed with bituminous binder @5.5% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

7885.00

43.00

69 A / 23 MORTH

BITUMINOUS MACADAM:--Providing and Cu.Mt. laying bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant without SCADA, With Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade 3.30% Spec : As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-972013

5070.00

39.00

69 B / 23 MORTH

BITUMINOUS MACADAM:--Providing and Cu.Mt. laying bituminous macadam using crushed aggregate of specified grading premixed with bituminous binder,transported at site with VTS, laid over a previously prepared surface , finished to the required grade, level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix type hot mix plant without SCADA, With Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade 3.40% Spec : As per MORTH specification Fifth Edition Clause No.504 and IRC-SP-972013

5160.00

39.00

70 / 23 MORTH

DENSE BITUMINOUS MACADAM:-- Cu.Mt. Providing and laying dense bituminous macadam using crushed aggregate of specified grading premixed with bituminous

6580.00

41.00

220

I.No.

Code

Description

Unit

Rate

binder,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix type hot mix plant without SCADA, With Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete -Bitumen VG-30 grade with stone dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013 71 / 23 MORTH

BITUMINOUS CONCRETE:--Providing Cu.Mt. and laying bituminous concrete using crushed aggregate of specified grading premixed with bituminous binder @5.5% by weight of total mix and filler,transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 50/75 mm compacted thickness with drum mix type hot mix plant without SCADA, With Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete -Bitumen VG-30 grade with stone dust filler Spec : As per MORTH specification Fifth Edition Clause No.507 and IRC-SP-972013

7770.00

43.00

72 / 23 MORTH 409

Providing and casting in situ or precast R.Mt. tapering R.C.C. 1:1 1/2:3 Kerbs type-I as per Drg. No. 13 dt. 20-4-79, 30mm wide tapering 225 mm to 150 mm embedded 25mm below ground level finished neatly with C.M. 1:2, setting the same in C.M. 1:2, painting exposed surface of the kerbs with 2 coats of road marking paint of approved quality and colour including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In charge. Spec : MORTH 409

475.00

130.00

73 A / 23 MORTH 409

Providing and casting in situ or precast R.Mt. tapering R.C.C. 1:2:4 Kerbs type-II as per Drg. No. 13 dt. 20-4-79, tapering (9 inch x 6 inch) both side embedded 6 inch below ground level finished neatly with C.M. 1:2 with 4 Nos. 6mm and bars 6mm and strips at 18 inch C/c setting the same in C.M. 1:2, painting the exposed surface of the kerbs with 2 coats of road marking paint of

570.00

135.00

221

I.No.

Code

Description

Unit

Rate

approved quality and colour including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed for single line dividers. Spec : MORTH 409 73 B / 23 MORTH 409

Providing and casting in situ or precast R.Mt. tapering R.C.C. 1:2:4 Kerbs type-III as per Drg. No. 13 dt. 20-4-79, tapering (9 inch x 6 inch ) both side embedded 6 inch below ground level finished neatly with C.M. 1:2 with 4 Nos. 6mm dia. bars and 6mm dia. strips at 18 inch C/c setting the same in C.M. 1:2, painting the exposed surface of the kerbs with 2 coats of road marking paint of approved quality and colour including the required excavated stuff any where in city and redoing the surface as specified and directed for single line dividers. Spec : MORTH 409

745.00

170.00

74 / 23 MORTH 409

Providing and casting in situ or precast R.Mt. rectangular R.C.C. 1:1 1/2:3 studs type-IV as per Drg. No. 13 dt. 20-4-79, (9 inch x 12 inch ) in size and embedded 4 inch below ground level finished neatly with C.M. 1:2 setting the same in C.M. 1:2, painting the exposed surface kerbs with 2 coats of road marking paint of approved quality and colour including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed. Spec : MORTH 409

385.00

110.00

75 / 23 MORTH 2703

Providing and fixing in position Guard R.Mt. Railing as per Drg. No. 15 Type C dt. 204-79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. Spec : MORTH 2703

2050.00

220.00

76 / 23 MORTH 2703

Providing and fixing in position Guard R.Mt. Railing as per Drg. No. 15 Type C dt. 204-79, with 3 rows of 40mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 100 x 50 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30 x 30cm. as per detailed drawing, with 3 coats of approved of yellow and black paint including necessary excavation in any

1920.00

275.00

222

I.No.

Code

Description

Unit

Rate

strata. Spec : MORTH 2703 77 / 23 MORTH 2703

Providing and fixing Guard Railing of R.Mt. 1000mm height as per Type D Drg. No. 15 dt. 20-4-79, and fixed in 40 x 40 x 6mm iron, angle embedded in 1:2:4 cement concrete bedding patti as per detailed drawing, with 3 coats of approved of yellow and black paint. Spec : MORTH 2703

1790.00

235.00

78 / 23 MORTH 2703

Providing and fixing Guard Railing of 1000 R.Mt. mm height in 25mm M.S. square bars 100 mm C/c. as per Type drawing No. 6 dt. 208- 85 and fixed in 50mm x 50mm x 6mm iron angle embedded in 1:2:4 C.C. bedding 55 x 45 cm and 50 x 6 iron patti as per detailed drawing with 3 coats of approved yellow and black paint. Spec : MORTH 2703

1780.00

235.00

79 / 23 MORTH

Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design & testing at site. The charges for transportation of Benkelman Beam, loaded truck labour for testing and traffic control are not included. Rate as per Highway Research Division No. 1 M.E.R.I., Nashik 4 Spec :As directed by Engineer in charge.

Km.

11272.00

500.00

80 a / 23 MORTH

Carrying out roughness index / road unevenness test with car mounted / jeep towed ARUR machine (Automatic road unevenness Recorder) Calibrated from C.R.R.I. New Delhi (Central Road Research Institute) or any other equivalent authority including taking observations, feeding data and giving computerized test result including hire charges of all machinery and labour completed. i) Road surface single lane (B.T./W,B.M.) 3.75 m Width. Rate as per Highway Research Division No. 1 M.E.R.I., Nashik -4 Spec :As directed by Engineer in charge.

Km.

640.00

48.00

80 b / 23 MORTH

Carrying out roughness index / road unevenness test with car mounted / jeep towed ARUR machine (Automatic road unevenness Recorder) Calibrated from C.R.R.I. New Delhi (Central Road Research Institute) or any other equivalent authority including taking observations, feeding data and giving computerized test

Km.

1280.00

84.00

223

I.No.

Code

Description

Unit

Rate

result including hire charges of all machinery and labour completed. Road surface (B.T./W,B.M.) 5.5m / 7.00m. Width. Rate as per Highway Research Division No. 1 M.E.R.I., Nashik -4 Spec :As directed by Engineer in charge. 80 c / 23 MORTH

Carrying out roughness index / road unevenness test with car mounted / jeep towed ARUR machine (Automatic road unevenness Recorder) Calibrated from C.R.R.I. New Delhi (Central Road Research Institute) or any other equivalent authority including taking observations, feeding data and giving computerized test result including hire charges of all machinery and labour completed. Road surface (B.T./W,B.M.) Each additional lane. Rate as per Highway Research Division No. 1 M.E.R.I., Nashik -4 Spec :As directed by Engineer in charge.

Km.

640.00

48.00

80 d / 23 MORTH

Dead Journey charges for Transportation of machine/ vehical for Carrying out roughness index / road unevenness test with car mounted / jeep towed ARUR machine (Automatic road unevenness Recorder) Calibrated from C.R.R.I. New Delhi (Central Road Research Institute) or any other equivalent authority including taking observations, feeding data and giving computerized test result including hire charges of all machinery and labour completed. Spec :As directed by Engineer in charge.

Km.

15.00

1.00

81 a / 23 MORTH 700

Providing and laying a woven Sq.Mt. Polypropylene Geotextile of Type-I manufactured from black UV stabilised Polypropylene Tape yarn on the prepared subgrade as the separator cum reinforcement with necessary overlap as per drawing Spec : MORTH 700

162.00

44.00

81 b / 23 MORTH 701

Providing and laying a woven Sq.Mt. Polypropylene Geotextile of Type-II manufactured from black UV stabilised Polypropylene Tape yarn on the prepared subgrade as the separator cum reinforcement with necessary overlap as per drawing Spec : MORTH 701

141.00

35.00

81 c / 23 MORTH 701

Providing and laying a woven Sq.Mt. Polypropylene Geotextile of Type-III manufactured from black UV stabilised

134.00

35.00

224

I.No.

Code

Description

Unit

Rate

Polypropylene Tape yarn on the prepared subgrade as the separator cum reinforcement with necessary overlap as per drawing Spec : MORTH 701 82 a / 23 MORTH 701

Providing and laying a fibre glass geogrid Sq.Mt. of Tensile strength 50 kN/m manufactured from high quality glass fibre strands and coated with a polymer modified bitumen as reinforcement to Asphalt overlay flexible pavements and Asphalt over distressed rigid P.C.C. Spec : MORTH 701

161.00

46.00

82 b / 23 MORTH 701

Providing and laying a fibre glass geogrid Sq.Mt. of Tensile strength 100 kN/m manufactured from high quality glass fibre strands and coated with a polymer modified bitumen as reinforcement to Asphalt overlay flexible pavements and Asphalt over distressed rigid P.C.C. Spec : MORTH 701

253.00

58.00

83 a / 23 MORTH 2500

Providing and Constructing gabion Cu.Mt. structure1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered) Spec : MORTH 2500

2215.00

450.00

83 b / 23 MORTH 2500

Providing and Constructing gabion Cu.Mt.. structure 0.50 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered) Spec : MORTH 2500

2630.00

450.00

225

I.No.

Code

Description

Unit

Rate

84 a / 23 MORTH 700

Providing and laying Needle Punched and Sq.Mt. mechanically bonded non woven Geotextile of Type III indigenously manufactured from high quality Propylene staple fibers (continuous filament will not be accepted) on the prepared subgrade for Seperation. Spec : MORTH 700

123.00

39.00

84 b / 23 MORTH 700

Providing and laying Needle Punched and Sq.Mt. mechanically bonded non woven Geotextile of Type II indigenously manufactured from high quality Propylene staple fibers (continuous filament will not be accepted) on the prepared subgrade for Seperation. Spec : MORTH 700

130.00

35.00

85 / 23 MORTH 2.14

Removal of telephone / Electric poles 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 metres and stacking the serviceable and unserviceable material separately Spec : M.O.R.T & H - 202

182.00

160.00

86 / 23 MORTH 3.12

Carrying out excavation in hard rock Sq.Mt. upto depth 200mm. 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 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303 Spec : M.O.R.T & H - 303

144.00

14.00

87 / 23 MORTH 4.13

Construction of Median and Island with Cu.Mt. 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 Spec : MORTH - 407

240.00

105.00

88 / 23 MORTH 4.14

Construction of Median and Island with Cu.Mt. 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 Spec : MORTH - 407

270.00

78.00

226

No.

I.No.

Code

Description

Unit

Rate

89 / 23 MORTH 4.16

Footpaths and Separators -- Cu.Mt. 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. Spec : MORTH - 407

655.00

45.00

90 a / 23 MORTH 8.23

Metal Beam Crash Barrier -- Type - A, W R.Mt. : 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) Spec : MORTH-810

2840.00

145.00

90 b / 23 MORTH 8.23

Metal Beam Crash Barrier -- Type - B, : R.Mt. 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) Spec : MORTH-810

3950.00

145.00

91 / 23 MORTH 8.25

Flexible Crash Barrier, Wire Rope Safety R.Mt. Barrier (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

1940.00

90.00

227

I.No.

Code

Description

Unit

Rate

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.) Spec : As directed by Engineer incharge 92 a / 23 MORTH 8.26

Anti - Glare Screen with 25 mm steel R.Mt. 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 mtr 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.) Spec : As directed by Engineer incharge

3025.00

45.00

92 b / 23 MORTH 8.26

Anti - Glare Screen with Rectangular R.Mt. Vane of MS sheet (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 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) Spec : As directed by Engineer incharge

775.00

28.00

93 / 23 MORTH

Providing and laying in situ cement Cu.Mt. concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with Natural sand etc. complete Spec : As directed by Engineer incharge

6362.00

454.00

228

I.No.

Code

Description

Unit

Rate


Roads

Sub Category Description Of Items

Rd: Road Furniture Unit

Item Code


1 A / 28 MORTH 807

Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in block of standard size of cement concrete 1:4:8 white washing etc.complete Spec : MORTH 807

No.

600.00

142.00

1 B / 28 MORTH 807

Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing etc. complete Spec : MORTH 807

No.

188.00

102.00

2 / 28 MORTH 807

Providing and fixing M-15 R.C.C. guard stone/ indicator stones of standard size and shape including fixing in C.C. 1:4:8 and white washing etc. complete. Spec : MORTH 807

No.

635.00

107.00

3 / 28 MORTH 807

Providing & fixing R.C.C.1:2:4 boundary stones as per type design including painting numbering, fixing in standard size C.C.1:4:8 block etc. complete. Spec : MORTH 807

No.

790.00

110.00

4 / 28 MORTH 805

Providing and fixing R.C.C. 200 metre stones as per I.R.C. standard including fixing in standard size C.C.1:4:8 block including curing, painting lettering etc. complete. Spec : MORTH 805

No.

850.00

210.00

5 / 28 MORTH 805

Providing & fixing R.C.C. 1:2:4 ordinary km. stones including painting numbering etc. complete for N.H./ S.H./ M.D.R. etc. as per IRC design for highway km stone and fixing in standard size C.C. 1:4:8 block etc. complete. Spec : MORTH 805

No.

2775.00

315.00

6 / 28 MORTH 805

Providing and fixing R.C.C. 5th Km. stones, on N.H./ S.H./ M.D.R. etc. including painting, numbering etc complete as per IRC design for highway km. stones and fixing in standard size c.c. 1:4:8 block complete. Spec : MORTH 805

No.

3500.00

345.00

229

I.No.

Code

Description

Unit

Rate

6 a / 28 MORTH 2.10

Dismantling of 5th KM Stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit. 5th KM Stone Spec : M.O.R.T & H - 202

No.

420.00

345.00

6 b / 28 MORTH 2.10

Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit. Ordinary KM Stone Spec : M.O.R.T & H - 202

No.

251.00

200.00

6 c / 28 MORTH 2.10

Dismantling of 200 m Stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit. 200 m Stone Spec : M.O.R.T & H - 202

No.

49.00

40.00

7 A / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering for two hundred metre stone etc. complete. Spec : MORTH 801

No.

75.00

24.00

7 B / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering for ordinary kilometre stone etc. complete. Spec : MORTH 801

No.

250.00

91.00

7 C / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering for fifth k.m. stone etc. complete. Spec : MORTH 801

No.

350.00

110.00

7 D / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering for boundary stones etc. complete. Spec : MORTH 801

No.

23.00

12.00

7 E / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering for cautionary/ mandatory sign boards and village name boards etc. complete. Spec : MORTH 801

No.

73.00

36.00

7 F / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering for informatory sign boards etc. complete. Spec : MORTH 801

No.

75.00

40.00

7 G / 28 MORTH 801

Painting with approved enamel paint in two coats including cleaning surface and lettering on masonry works with nalla flow

No.

12.00

6.00

230

I.No.

Code

Description

Unit

Rate

direction, span number and location etc. complete. Spec : MORTH 801 8 / 28 MORTH 805

Paintingletters upto 20 cm height complete brushes, coir brushers, dusting, cleaning, including cost of paint etc. complete. Spec : MORTH 805

No.

20.00

20.00

9 a / 28 MORTH 100

Painting and numbering trees with white background and black lettering etc. complete. Spec : MORTH 100

No.

16.00

16.00

9 B / 28 MORTH 100

Providing white & colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. Spec : MORTH 100

No.

17.00

11.00

10 i / 28 MORTH 8.11

Painting Line, Dashes, Arrows etc on Sq.Mt. Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10cm wide) (MORTH-803) -- New Surface Spec : MORTH-803

165.00

85.00

10 ii / 28 MORTH 8.11

Painting Line, Dashes, Arrows etc on Sq.Mt. Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Upto 10cm wide) (MORTH-803) -- New Surface Spec : MORTH-803

142.00

70.00

11 i / 28 MORTH 8.11

Painting Line, Dashes, Arrows etc on Sq.Mt. Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10cm wide) (MORTH-803) -- Old Surface Spec : MORTH-803

114.00

60.00

11 ii / 28 MORTH 8.11

Painting Line, Dashes, Arrows etc on Sq.Mt. Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Upto 10cm wide)

123.00

70.00

231

I.No.

Code

Description

Unit

Rate

(MORTH-803) -- Old Surface Spec : MORTH-803 12 / 28 MORTH

Providing and fixing cautionary / warning sign board of size 60 cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border / arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc.complete. 60 cm. equilateral triangle M.S. sheet withEngineering grade, Spec : IRC-67 2015

No.

2650.00

660.00

13 / 28 MORTH

Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm. dia. prepared on 16 gauge M.S. sheet including painting with zinc cromate stoving primer and two coats each of white back ground,red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border, coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheet Engineering grade Spec : IRC-67 2015.

No.

3100.00

715.00

232

I.No.

Code

Description

Unit

Rate

14 / 28 MORTH

Providing and fixing informatory sign boards in circular shape of 60cm dia made out of 14 guage aluminum sheet bonded with white retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive/heat activated adhesive retoreflective white back ground and red border and back side gray retoreflctive symbols, letters, numerals, arrow. one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:3:6 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. circular shape of size 60 cm. dia. aluminum sheet with white retro reflective sheeting of Type IV High Intensity MicroPrismatic Grade Sheeting (HIP). Spec :IRC-67 2015.

No.

5820.00

715.00

15 / 28 MORTH

Providing and fixing informatory sign boards in circular shape of 60cm dia made out of 3 mm thick aluminum composite panel bonded with white retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, red retro reflective cutout border having pressure sensitive adhesive front & M. S. angle iron back frame of size 35 mm X 35 mm X 5 mm & one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:3:6 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Circular shape of 60cm dia .aluminum composite panel with Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) Spec :IRC-67 2015.

No.

5700.00

715.00

16 / 28 MORTH

Providing and fixing sign boards of size 90cm having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 8013(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including M. S. angle iron

No.

3300.00

715.00

233

I.No.

Code

Description

Unit

Rate

back frame of size 35 mm X 35 mm X 5 mm & M.S.angle one post of 50mm x 50mm x 5mm size 3.45 metre long duly painted with white and black bands including fixing M.S. angle of the boards with galvanised nuts and bolts and washers. The Board shall be as per IRC67-1977 including conveying fixing in ground with C.C. 1:4:8 block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge. 17 / 28 MORTH

Providing and fixing sign boards of size 90cm having shape of an equilators triangle made out of 14 guage sheet with retro reflective sheeting Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M.S. frame of 35x35x5mm and M.S.angle one post of50mm x 50mm x 5mm size, 3.45 metre and long duly painted with white and black bands including fixing the M.S. angle of boards with galvanised nuts and bolts and washers. The Board shall be as per IRC67-1977 including conveying fixing in ground with C.C. 1:4:8 block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Alluminium Board Type IV High Intensity Micro-Prismatic Grade Sheeting. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

5950.00

715.00

18 / 28 MORTH

Providing and fixing Cautionary Warningsign board having shape of an equilateral triangle of 90 cm. sides made out of 3 mm thick aluminum composite panel bonded with white retro reflective sheeting of Type IV High Intensity MicroPrismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, red retro reflective cutout border having pressure sensitive adhesive front & M. S. angle iron back frame of size 35 mm X 35 mm X5 mm & one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with with flat oil

No.

5800.00

715.00

234

I.No.

Code

Description

Unit

Rate

paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel with Type IV High Intensity Micro-Prismatic Grade Sheeting. Spec :IRC-67 2015. 19 / 28 MORTH

Providing and fixing road junction/information sign boards of size 1.80 x 0.90 Meter Prepared 16 guageM.S.sheet on frame of M.S.angle of size 35 x 35 x 5 mm with cross bracing of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom ,drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long. Sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-incharge etc. complete. Mild Steel Board with Engineering Grade. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

11500.00 1150.00

20 / 28 MORTH

Providing and fixing road junction/ information sign boards of size 1.80 x 0.90 Meter Prepared 14 guage Alluminium sheet on frame of size 35 x 35 x 5 mm with cross bracing of size 35x35x5 mm including bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in

No.

12600.00 1250.00

235

I.No.

Code

Description

Unit

Rate

whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-incharge etc. complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge. 21 / 28 MORTH

Providing and fixing informatory sign boards in rectangular shape of size 1.80m x 0.90m made out of 3mm aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity MicroPrismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 5 mm & two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel with Type IV High Intensity MicroPrismatic Grade Sheeting. Spec : As per IRC-67, 2015

No.

12500.00 1250.00

22 / 28 MORTH

Providing and fixing road junction/ information sign boards of size 1.80 x 1.20 Meter Prepared 16 guage M.S.sheet on frame of size 40x40x5 mm with cross bracing of size 35x35 x 5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black

No.

13500.00 1350.00

236

I.No.

Code

Description

Unit

Rate

bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-incharge etc. complete. Mild Steel Board with Engineering Grade. Spec : MORTH-801 IRC-67-1977 and as directed by Engineer in charge 23 / 28 MORTH

Providing and fixing road junction/ information sign boards of size 1.80 x 1.20 Meter Prepared 14 guage Alluminium sheet on frame of with angle iron frame of size40x40x5mm with cross bracing of size 35x35x5 mm including Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour back ground including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-incharge etc. complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

16600.00 1350.00

24 / 28 MORTH

Providing and fixing informatory sign boards in square or rectangular shape of size 1.80m x1.20m made out of 3mm Aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity MicroPrismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 5 mm & two M.S. angle iron post of size 65 mm X

No.

16450.00 1350.00

237

I.No.

Code

Description

Unit

Rate

65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel with Type IV High Intensity MicroPrismatic Grade Sheeting. Spec : As per IRC-67, 2015 25 / 28 MORTH

Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

4500.00

850.00

26 / 28 MORTH

Providing and fixing informatory sign boards of size 0.90 x 0.60 m made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including on frame of with angle iron frame of size 35 x 35 x 5 mm and two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width

No.

5950.00

850.00

238

I.No.

Code

Description

Unit

Rate

including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge. 27 / 28 MORTH

Providing and fixing informatory sign boards shape of size 0.90 x 0.60 m made out of 3mm Aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 5 mm & M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel with Type IV High Intensity MicroPrismatic Grade Sheeting. Spec.No. As per IRC-67, 2015 Spec : As per IRC-67, 2015

No.

5910.00

850.00

28 / 28 MORTH

Providing and fixing sign boards of size size 60 x 80 cm made out of 14 gauge M.S.Sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 801-3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including 3.65 metre long M.S.angle one post of 65 x 65 x 6 mm size duly painted with white and black bands including fixing the boards of M.S. angle with galvanised nuts and bolts and washer. The Board shall be as per IRC-67-1977 including conveying fixing in ground with C.C. 1:4:8 block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

3640.00

715.00

239

I.No.

Code

Description

Unit

Rate

29 / 28 MORTH

Providing and fixing informatory sign boards of size 60 cm x 80 cm made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

6630.00

715.00

30 / 28 MORTH

Providing and fixing informatory sign boards of size 60 cm x 80 cm made out of 3mm Aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity MicroPrismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 5 mm & M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel with Type IV High Intensity MicroPrismatic Grade Sheeting. Spec : As per IRC-67, 2015

No.

6610.00

715.00

31 / 28 MORTH

Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No. direction plate of size 30 cm x 25 cm prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white

No.

2950.00

690.00

240

I.No.

Code

Description

Unit

Rate

and green back ground and back side gray stove enamelled, bonded with cut out of red Retro reflective sheet Engineering grade, border / letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 4 Nos. of high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Route Marker with Engineering Grade Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge. 32 / 28 MORTH

Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No. direction plate of size 30 cm x 25 cm prepared on 14 guage Alluminium sheet including Type IV High Intensity MicroPrismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background, including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 4 Nos. of high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

No.

3850.00

690.00

33 / 28 MORTH

Providing and fixing Road junction / Information sign board of size 1.20 m x 0.90 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 5 mm with cross bracing of size 35 x 35 x 5 mm including painting with one coat of zinc

No.

6750.00

675.00

241

I.No.

Code

Description

Unit

Rate

cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 cm x 60 cm x 75 cm size as directed by Engineer-incharge etc. complete. Mild Steel sheet with Engineering grade. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge. 34 / 28 MORTH

Providing and fixing informatory sign boards in rectangular shape of size 1.20m x 0.90m made out of 14 guage Aluminum panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum Panel Type IV High Intensity. Spec : As per IRC-67, 2015

No.

8300.00

675.00

35 A/ 28 MORTH

Providing and fixing informatory sign boards in rectangular shape of size 1.20m x 0.90m made out of 3mm Aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity MicroPrismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro

No.

8225.00

675.00

242

I.No.

Code

Description

Unit

Rate

reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum composite panel Type IV High Intensity. Spec : As per IRC-67, 2015 35 B/ 28 MORTH

Providing and fixing informatory sign Sqm. boards in square or rectangular shape of any size for overhead gantries or alike made out of 3mm aluminum composite panel bonded with IRC Specified colour of retro reflective sheeting of Type XI Diamond Grade Sheeting (DG3) With ECF( Electronic Cutable Film) Lettring having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame and bracing of size 35 mm X 35 mm X 5 mm and duly painted with flat oil paint including G.I. fixtures etc. and fixing the boards.(The work to be executed with prior approval of Superintending Engineer.) Spec.No: As directed by the engineer incharge

36 / 28

Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength 243

No.

10260.00

990.00

510.00

66.00

I.No.

Code

Description

Unit

Rate

of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer‟s recommendation and complete. Spec.No: As directed by the engineer incharge 37 / 28

Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangularshaped, fluorescent yellow color retroreflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. Spec.No: As directed by the engineer incharge

No.

615.00

25.00

38 / 28

The “Aluminum-backed flexible prismatic („AFP‟)” sheeting shall consist of Yellow colored flexible prismatic sheeting with nonmetallic prismatic lens as Retroreflective elements and conforming to ASTM D 495609 Type VI specification for rebound able

No.

6839.00

321.00

244

I.No.

Code

Description

Unit

Rate

Retroreflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with a Polychloroprene as base, viscosity of 200450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTMD4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. Spec.No: As directed by the engineer incharge. 39 / 28

Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots & 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body & the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.& core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The 245

No.

3035.00

303.00

I.No.

Code

Description

Unit

Rate

logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. Spec.No: As directed by the engineer incharge 40 / 28

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer‟s recommendation and complete as directed by the engineer. Spec.No: As directed by the engineer incharge

No.

3330.00

60.00

41 / 28 MORTH 801

Fixing in position Cautionary/ Mandatory sign boards in ground with C C 1:4:8 block of 60cm x 60cm x 75cm size etc.

No.

780.00

145.00

246

I.No.

Code

Description

Unit

Rate

complete as directed including all leads. Spec : MORTH 801 42 / 28 MORTH 801

Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete. Spec : MORTH 801

No.

1150.00

210.00

43 / 28 MORTH 806

Supplying precast conventional reflective delinators on four sides for road signs Spec : MORTH 806

No.

360.00

85.00

44 / 28 MORTH 806

Providing and fixing including conveyance charges upto a distance of 200 Km. precast concrete post delinators, post of size 130 x 90 x 1300 milimetre consisting of 4 B.T. wires with 14,000 Kg/cm2 C.C. M-20 grade 16mm dia. hold fast, including excavation & C.C. 1:4:8 foundation block, oil painting post with 3 coats and Red fluorescent tape 75 x 75mm and white floursent border 20mm wide around the red tape on all the four sides with necessary adhesive and lamination etc. complete. Spec : MORTH 806

No.

460.00

140.00

45 / 28 MORTH 8.15

Road Delineators supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings Spec : M.O.R.T & H - 513

No.

1050.00

13.00

46 / 28 MORTH 801

Providing and fixing reflectivefluorescent Sq.Mt. tape on old road sign board including cleaning / scraping and painting existing board etc. complete Spec :As directed by Engineer in charge.

5770.00

1578.00

47 / 28 MORTH 8.13

Road Marking with Hot Applied Sq.Mt. Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.) Spec :As directed by Engineer in charge.

500.00

27.00

247

I.No.

Code

Description

Unit

Rate

48 / 28 MORTH

Providing and fixing 200 meter stone with fabricated M.S. box prepared from 16 guage M.S. sheet plates and frame (35 x35 x 3mm) M.S. angle with hold fast at bottom including primer coat and two coat of enamal paint with High Intensity Prismatic Grade Type-4 sheet tighting with black reflactive redium type coating all exposed facts with lacquer filling the box with M20 grade concrete and fixing in cement concrete 1:3:6 grade of size 0.75 x 0.60 x 0.60m etc. comp. As directed by Engineer

No.

4350.00

49 / 28 MORTH

Providing and fixing Ordinary stone with fabricated M.S. box prepared from 16 guage M.S. sheet plates and frame (35 x35 x 3mm) M.S. angle with hold fast at bottom including primer coat and two coat of enamal paint with High Intensity Prismatic Grade Type-4 sheet tighting with black reflactive redium type coating all exposed facts with lacquer filling the box with M20 grade concrete and fixing in cement concrete 1:3:6 grade of size 0.75 x 0.60 x 0.60m etc. compete. Spec :As directed by Engineer in charge.

No.

11470.00 3560.00

50 / 28 MORTH

Providing and fixing 5th kilometer stone with fabricated M.S. box prepared from 16 guage M.S. sheet plates and frame (35 x35 x 3mm) M.S. angle with hold fast at bottom including primer coat and two coat of enamal paint with High Intensity Prismatic Grade Type-4 sheet tighting with black reflactive redium type coating all exposed facts with lacquer filling the box with M20 grade concrete and fixing in cement concrete 1:3:6 grade of size 0.75 x 0.60 x 0.60m etc. complete. Spec :As directed by Engineer in charge.

No.

14150.00 3835.00

248

1760.00

I.No.

Code

Description

Unit

Rate


Bridge

Sub Category Description Of Items

BR Unit

Item Code

: Bridge Works Rate For 2016-2017 Complete

Labour

1 a / 24 BR 3A

Excavation for foundation including shoring Cu.Mt. and strutting as necessary and disposing off excavated stuff as directed in earth, soils of all types, sand, gravel, soft murum etc. Complete. By Manual Means. Spec : BR.3 Page No. 102

235.00

235.00

1 b / 24 BR 3A

Excavation for foundation including shoring Cu.Mt. and strutting as necessary and disposing off excavated stuff as directed in earth, soils of all types, sand, gravel, soft murum etc. Complete. By Mechanical Means. Spec : BR.3 Page No. 102

120.00

58.00

2 a / 24 BR 3B

Excavation for foundation in hard murum Cu.Mt. including shoring & strutting as necessary & disposing off excavated stuff as directed etc. Complete. By Manual Means. Spec : BR.3 Page No. 102

340.00

340.00

2 b / 24 BR 3B

Excavation for foundation in hard murum Cu.Mt. including shoring & strutting as necessary & disposing off excavated stuff as directed etc. Complete. By Mechanical Means Spec : BR.3 Page No. 102

130.00

63.00

3 a / 24 BR 3C

Excavation for foundation in hard murum Cu.Mt. and boulders including shoring & strutting as necessary & disposing off excavated stuff as directed etc. Complete. By Manual Means. Spec : BR.3 Page No. 102

320.00

320.00

3 b / 24 BR 3C

Excavation for foundation in hard murum Cu.Mt. and boulders including shoring & strutting as necessary & disposing off excavated stuff as directed etc. Complete. By Mechanical Means. Spec : BR.3 Page No. 102

155.00

81.00

4 a / 24 BR 3D

Excavation for foundation in soft rock Cu.Mt. including shoring and strutting as necessary and disposing off excavated stuff as directed etc. Complete. By Manual Means. Spec : BR.3 Page No. 102

550.00

550.00

4 b / 24 BR 3D

Excavation for foundation in soft rock Cu.Mt. including shoring and strutting as necessary and disposing off excavated stuff as directed etc. Complete. By Mechanical Means.

300.00

100.00

249

I.No.

Code

Description

Unit

Rate

Spec : BR.3 Page No. 102 5 / 24 BR 3E

Excavation for foundation including shoring Cu.Mt. and strutting as necessary and disposing off excavated stuff as directed in hard rock (blasted). Spec : BR.3 Page No. 102

915.00

567.00

6 / 24 BR 3E

Excavation for foundation including shoring Cu.Mt. and strutting as necessary and disposing off excavated stuff as directed in hard rock (by controlled blasting). Spec : BR.3 Page No. 102

990.00

610.00

7 / 24 BR 3F

Excavation for foundation including shoring Cu.Mt. and strutting as necessary & disposing off excavated stuff as directed in hard rock chiselled and wedged or line drilled. (excluding dewatering) Spec : BR-3 Page No. 102

1230.00

1230.00

8 / 24 BR 3G

Excavation for foundation including shoring Cu.Mt. and strutting as necessary and disposing off excavated stuff as directed in laterite rock. Spec : BR.3 Page No. 102

890.00

855.00

9 / 24 BR 3G

Providing and fixing 25mm dia. Steel anchor dowel in hard rock including drilling hole of 32 mm dia. upto 0.75 mtrs depth,. placing the dowel in position and effectively grouting the hole with C.M. 1:1 proportion etc. complete. Spec :As directed by Engineer in charge.

1396.00

445.00

10 A 1 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation, bedding, soling, PCC and concreting etc. complete. A .for all sorts of soil. For post monsoon flow. i) Abutment Spec : Br. 4 Page No. 103

205.00

78.00

10 A 2 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation, bedding, soling, PCC and concreting etc. complete. A .for all sorts of soil. For post monsoon flow. ii) Piers Spec : Br. 4 Page No. 103

320.00

78.00

250

No.

I.No.

Code

Description

Unit

Rate

10 A 3 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation, bedding, soling, PCC and concreting etc. complete. A .for all sorts of soil . For post monsoon flow. iii) Returns Spec : Br. 4 Page No. 103

94.00

78.00

10 A 4 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation, bedding, soling, PCC and concreting etc. complete. A .for all sorts of soil. For postmonsoon flow. iv) Raft & Cut of walls Spec : Br. 4 Page No. 103

255.00

78.00

10 B 1 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation, bedding, soling PCC and concreting etc. complete B. For all sorts of soil in perinnial river i) Abutment Spec : Br. 4 Page No. 103

561.00

561.00

10 B 2 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation, bedding, soling, PCC and concreting etc. complete. B .for all sorts of soil in perinnial river. ii) Piers Spec : Br. 4 Page No. 103

855.00

855.00

10 B 3 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation bedding, soling, PCC and concreting etc. complete. B. for all sorts of soil in perinnial river. iii)

258.00

258.00

251

I.No.

Code

Description

Unit

Rate

Returns. Spec : Br. 4 Page No. 103 10 B 4 / 24 Dewatering including diversion of stream Cu.Mt. BR 4 A providing coffer dams bunds etc. as may be necessary for piers and abutments, foundation and other parts of the work and bailing out and pumping out water during and after excavation as may be necessary for all items of construction i.e. excavation bedding, soling, PCC and concreting etc. complete. B for all sorts of soil in perinnial river iv) Raft & Cut off wall Spec : Br. 4 Page No. 103

690.00

690.00

11 a / 24 BR 4 B

Dewatering on BHP basis by using water Hour pump including diversion of stream, providing coffer dams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required. a) By using 3.0 BHP Pump. Note : Prior approval of Superintending Engineer will be necessary. Spec : BR 4 Page No 104.105

103.00

94.00

11 b / 24 BR 4 B

Dewatering on BHP basis by using water Hour pump including diversion of stream, providing coffer dams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required. b) By using 5.0 to 9.0 BHP Pump Note- Prior approval of Superintending Engineer will be necessary. Spec : BR 4 Page No 104.105

130.00

94.00

11 c / 24 BR 4 B

Dewatering on BHP basis by using water Hour pump including diversion of stream, providing coffer dams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required. c) By using 10.0 to 19.0 BHP Pump Note : Prior approval of Superintending Engineer will be necessary. Spec : BR 4 Page No 104.105

150.00

94.00

12 a / 24 BR 5A

Providing & laying in situ M-10 cement Cu.Mt. concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary bailing out water, compacting and curing. (including formwork, centering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With natural sand. Spec : BR.5 Page No. 105 and B.7, Page

3684.00

1000.00

252

I.No.

Code

Description

Unit

Rate

No. 38 12 b / 24 BR 5A

Providing & laying in situ M-10 cement Cu.Mt. concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary bailing out water, compacting and curing. (including formwork, centering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With crushed sand. Spec : BR.5 Page No. 105 & B 7 / Page No. 38

3502.00

1000.00

13 / 24 BR 6

Providing uncoursed rubble trap/ granite/ Cu.Mt. quartzite/ gneiss stone masonry in cement mortar 1:5 for foundation of piers, abutments, wings etc. including bailing out of water striking joints and watering complete. Spec : BR.6 Page No. 105

3210.00

1500.00

14 / 24 BR 8

Providing, fabricating, launching, floating and grounding in position steel curbs for wells with necessary steel bracing and steel cutting edges as shown in the detailed drawings, etc. complete. Spec : BR.8 Page No. 108

60623.00 11518.00

15 a / 24 BR 9A

Providing & laying in situ M-10 c.c. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal in the hollow of the steel curbs including compacting by vibrating and curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.9 Page No. 109 and B.7, Page No.38

3903.00

950.00

15 b / 24 BR 9A

Providing & laying in situ M-10 c.c. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal in the hollow of the steel curbs including compacting by vibrating and curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.9 Page No. 109 & B 7 / Page No. 38

3719.00

950.00

16 / 24 BR 10

Providing, fabricating & setting out Mild Steel cutting edges for R.C.C well curbs as shown on the detailed drawings. etc. complete. Spec : BR.10 Page No. 110

60276.00

5944.00

17 A a i / 24 BR 13A

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.)

4740.00

780.00

253

M.T.

M.T.

I.No.

Code

Description

Unit

Rate

withfully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With natural sand. Spec : BR.13 Page No. 112 and B. 7, Page No.38 17 A a ii / 24 BR 13A

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including, compacting by vibrating, finishing and curing complete. (Excluding reinforce-ment and including shuttering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With crushed sand. Spec : BR - 13 Page No. 112 & B 7/ page no. 38

4591.00

780.00

17 A b i / 24 BR 13A

Providing and laying in situ M-25 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.13 Page No. 112 and B. 7, Page No.38

5300.00

780.00

17 A b ii / 24 BR 13A

Providing and laying in situ M-25 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR - 13 Page No. 112 & B 7/ page no. 38

5108.00

780.00

17 B a i / 24 BR

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.13 Page No. 112 and B. 7, Page No.38

5338.00

780.00

17 B a ii / 24 BR

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix

5150.00

780.00

254

I.No.

Code

Description

Unit

Rate

Plant (PAN Mixer). With crushed sand. Spec : BR.5 Page No. 105 17 B b i / 24 BR

Providing and laying in situ M-25 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.13 Page No. 112 and B. 7, Page No.38

5844.00

780.00

17 B b ii / 24 BR

Providing and laying in situ M-25 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal in well steining including compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR.9 Page No. 109

5653.00

780.00

18 1 / 24 BR 14

Sinking of wells for foundation through all R.Mt. strata, except rock which can be removed by grabbing and chiseling soft disintegrated rock which required special efforts, including blasting, large scale dewatering heavy chiseling, cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacle and use of necessary plant and machinery, divers etc. and proper seating of the wells. Depth upto 5 m.etc. complete i) Well Dia. upto 5 metres Notes Depth 5 to 10 m Add 30 percent extra for rate. Spec : BR.14 Page No. 113

53356.00 29309.00

18 2 / 24 BR 14

Sinking of wells for foundation through all R.Mt. strata except rock which can be removed by grabbing and chiseling soft disintegrating rock which required special efforts, including blasting, large scale dewatering heavy chiseling, cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacle and use of necessary plant and machinery, divers etc. and proper seating of the well. Depth upto 5 m. etc. complete iv) Dia. above 5 meters &upto 6 meters Notes : Depth upto 15 m Add 40 percent extra for rate. Spec : BR.14 Page No. 113

76469.00 56610.00

18 3 / 24 BR 14

Sinking of wells for foundation through all R.Mt. strata except rock which can be removed by grabbing and chiseling soft disintegrating

103722.00 56839.00

255

I.No.

Code

Description

Unit

Rate

rock which required special efforts, including blasting, large scale dewatering heavy chiseling, cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacle and use of necessary plant and machinery, divers etc. and proper seating of the well. Depth upto 5 m. etc. complete iii) Well Dia. above 6 meters& upto 7meters Notes Depth upto 20 m Add 60 percent extra for rate. Spec : BR.14 Page No. 113 18 4 / 24 BR 14

Sinking of wells for foundation through all R.Mt. strata except rock which can be removed by grabbing and chiseling soft disintegrating rock which required special efforts, including blasting, large scale dewatering heavy chiseling, cutting by pneumatic tools and all materials available to sink through such strata including removal of obstacle and use of necessary plant and machinery, divers etc. and proper seating of the well. Depth upto 5 m. iv) Dia. above 7 meters& upto 8 meters Notes Depth 20m & Above 100 percent extra for rate. Spec : BR.14 Page No. 113

19 / 24 BR 14

Extra charges for sinking of various dia. Cu.Mt. wellfoundation in hard rock encountered during sinking by chiselling in water. Spec : BR. 14A Page No. 113

1290.00

1290.00

20 / 24 BR 16

Providing steel anchor dowels at the base of the well including drilling holes of 60 mm dia. with cement mortar 1:1 upto 2.5 m depth in rock, placing the dowels in position and effectively grouting the holes. (32mm dia. steel Rod of 4.0 m length grouted upto 2.5 m depth). Spec : BR.16 Page No. 120

No.

6271.00

2249.00

21 / 24 BR 16A

Providing steel anchor dowels through Steining of the wells, including drilling dia. 60mm holes upto 2.5 m depth into rock, including placing dia. 32 mm steel Bars 2.5 m in the hole and 4.00 m into staining and effectively grouting the hole with cement mortar 1:1 proportion and including provision of necessary ducts through staining. Spec : BR. 16 Page No. 120

No.

6340.00

2611.00

22 A a i / 24 BR 17A

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary. with fully automatic micro processor based PLC with SCADA enabled

4764.00

1091.00

256

135245.00 74051.00

I.No.

Code

Description

Unit

Rate

with reversible Drum Type mixer. With natural sand. Spec : BR.17 Page No. 120 and B. 7, Page No.38 22 A a ii / 24 BR 17A

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.17 Page No. 120 and B. 7, Page No.38

4579.00

1091.00

22 A b i / 24 BR 17B

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells under water including compaction and curing wherever necessary.(Under Water) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.17 Page No. 120 and B. 7, Page No.38

5065.00

1091.00

22 A b ii / 24 BR 17B

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary. With Fully Automatic Micro Processor based PLC with SCADA enabledwith reversible Drum Type mixer. With crushed sand. Spec : BR.17 Page No. 120 and B. 7, Page No.38

4883.00

1091.00

22 B a i / 24 BR

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN / DRUM Mixer). With natural sand. Spec :BR.17 PNo. 120 and B. 7, P No.38

5258.00

1091.00

22 B a ii / 24 BR

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN / DRUM Mixer). With Crushed sand Spec : BR.17 Page No. 120 and B. 7, Page

5073.00

1091.00

257

I.No.

Code

Description

Unit

Rate

No.38 22 B b i / 24 BR

Providing and laying M-15 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.17 Page No. 120 and B. 7, Page No.38

5610.00

1402.00

22 B b ii / 24 BR

Providing and laying in situ M-15 c.c. of trap Cu.Mt. /granite /quartzite /gneiss metal for the bottom plugs of wells under water including compaction and curing wherever necessary.(Under Water) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Spec : BR.17 Page No. 120 and B. 7, Page No.38

5427.00

1402.00

23 / 24 BR 18

Providing and filling in well with sand Cu.Mt. /rubble and sand/single and sand including compaction between the top and bottom plugs. Spec : BR.18 Page No. 122

840.00

263.00

24 A a / 24 Providing and laying in situ M-10 R.C.C. of Cu.Mt. BR 19A trap /granite/ quartzite/ gneiss metal for top plug of wells including compaction by vibration and curing. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.19 Page No.123 and B. 7, Page No.38

3960.00

971.00

24 A b / 24 Providing and laying in situ M-10 R.C.C. of Cu.Mt. BR 19A trap /granite/ quartzite/ gneiss metal for top plug of wells including compaction by vibration and curing. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.19 Page No.123 and B. 7, Page No.38

3776.00

971.00

24 B a / 24 Providing and laying in situ M-10 R.C.C. of Cu.Mt. BR trap /granite/ quartzite/ gneiss metal for top plug of wells including compaction by vibration and curing. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN

4639.00

1004.00

258

I.No.

Code

Description

Unit

Rate

Mixer). With natural sand. Spec : BR.19 Page No.123 and B. 7, Page No.38 25 A a i / 24 BR 24

Providing and laying in situ M.15 R.C.C. of Cu.Mt. trap/ granite /quartzite /gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.24 Page No. 124 and B. 7, Page No.38

4532.00

920.00

25 A a ii / 24 BR 24

Providing and laying in situ M-15 R.C.C. of Cu.Mt. trap/ granite /quartzite /gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.24 Page No. 124 and B. 7, Page No.38

4347.00

920.00

25 A b i / 24 BR 24

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite /quartzite /gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.24 Page No. 124 and B. 7, Page No.38

4926.00

920.00

25 A b ii / 24 BR 24

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand Spec : BR.24 Page No. 124 and B. 7, Page No.38

4743.00

920.00

25 B a i / 24 BR

Providing and laying in situ M.15 R.C.C. of Cu.Mt. trap/ granite /quartzite /gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding

5127.00

920.00

259

I.No.

Code

Description

Unit

Rate

reinforcement and including shuttering). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.24 Page No. 124 and B. 7, Page No.38 25 B a ii / 24 BR

Providing and laying in situ M-15 R.C.C. of Cu.Mt. trap/ granite /quartzite /gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR.24 Page No. 124 and B. 7, Page No.38

4941.00

920.00

25 B b i / 24 BR

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite /quartzite /gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.24 Page No. 124 and B. 7, Page No.38

5392.00

920.00

25 B b ii / 24 BR

Providing and laying in situ M-20 R.C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal for R.C.C. well /pile cap including necessary formwork compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including shuttering). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand Spec : BR.24 Page No. 124 and B. 7, Page No.38

5206.00

920.00

26 a / 24 BR 27a

Providing and laying M-10 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.27 Page No. 127 and B. 7, Page No.38

4050.00

1130.00

260

I.No.

Code

Description

Unit

Rate

26 b / 24 BR 27a

Providing and laying M-10 R.C.C. of trap/ Cu.Mt. granite /quartzite /gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.27 Page No. 127 and B. 7, Page No.38

3950.00

1130.00

27 a / 24 BR 27A b

Providing and laying M-10 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete with plums 15 percent (excluding finishing with cement plaster and dewatering) including formwork and bailing out of water. (upto 4 Mt. height) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.27(a) Page No. 127 and B. 7, Page No.38

3960.00

1130.00

27 b / 24 BR 27A b

Providing and laying M-10 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete with plums 15 percent (excluding finishing with cement plaster and dewatering) including formwork and bailing out water. (upto 4 Mt. height) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Note 1 For item No. 27 basic rate shall be increased for height above 4.00 m,in following manners (A) Depth 5 to 10 m Add 30 percent extra for rate (B) Depth upto 15 m Add 40 percent extra for rate (C) Depth upto 20 m Add 60 percent extra for rate (D) Depth 20m & Above 100 percent extra for rate. Spec : BR.27(a) Page No. 127 and B. 7, Page No.38

3860.00

1130.00

28 A a i / 24 BR 27B

Providing and laying M-15 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) with fully automatic micro processor based PLC with SCADA

4920.00

1190.00

261

I.No.

Code

Description

Unit

Rate

enabled with reversible Drum Type mixer. With natural sand. Spec : BR.27 Page No. 127 and B. 7, Page No.38 28 A a ii / 24 BR 27B

Providing and laying M-15 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.27 Page No. 127 and B. 7, Page No.38

4820.00

1190.00

28 A b i / 24 BR 27B

Providing and laying M-20 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.27 Page No. 127 and B. 7, Page No.38

5150.00

1190.00

28 A b ii / 24 BR 27B

Providing and laying M-20 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec :BR.27 PNo. 127 and B. 7, P No.38

5050.00

1190.00

28 B a i / 24 BR


5390.00

1230.00

262

I.No.

Code

Description

Unit

Rate

28 B a ii / 24 BR

Providing and laying M-15 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR.27 Page No. 127 and B. 7, Page No.38

5290.00

1230.00

28 B b i / 24 BR


5700.00

1230.00

28 B b ii / 24 BR

Providing and laying M-20 R.C.C. of trap/ Cu.Mt. granite/ quartzite/ gneiss metal for cast in situ piers, abutments, returns, wings, etc. including compacting by vibrating and curing complete. (Excluding finishing with cement plaster) including formwork and bailing out of water. (upto 4m height) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Note 1. For item No. 28 basic rate shall be increased for height above 4.00 m,in following manners (A) Depth 5 to 10 m Add 30 percent extra for rate (B) Depth upto 15 m Add 40 percent extra for rate (C) Depth upto 20 m Add 60 percent extra for rate (D) Depth 20m & Above 100 percent extra for rate. Spec : BR.27 Page No. 127 and B. 7, Page No.38

5600.00

1230.00

29 A a / 24 Providing and laying in situ M-20 controlled Cu.Mt. BR 29A concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. caps over piers and abutments with projection including necessary scaffolding, formwork, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including centering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With

5090.00

920.00

263

I.No.

Code

Description

Unit

Rate

natural sand. Spec : BR.29, Page No. 129 and B. 7, Page No.38 29 A b / 24 Providing and laying in situ M-20 controlled Cu.Mt. BR 29A concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. caps over piers and abutments with projection including necessary scaffolding, formwork, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including centering.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.29, Page No. 129 and B. 7, Page No.38

4990.00

920.00

29 B a / 24 Providing and laying in situ M-20 controlled Cu.Mt. BR concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. caps over piers and abutments with projection including necessary scaffolding, formwork, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including centering.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.29, Page No. 129 and B. 7, Page No.38

5610.00

920.00

29 B b / 24 Providing and laying in situ M-20 controlled Cu.Mt. BR concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. caps over piers and abutments with projection including necessary scaffolding, formwork, compacting by vibrating, finishing and curing complete. (Excluding reinforcement and including centering.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR.29, Page No. 129 and B. 7, Page No.38

5510.00

920.00

30 A a / 24 Providing and laying in situ M-25 controlled Cu.Mt. BR 30 cement concrete of trap /granite /quartzite /gneiss metal for the R.C.C. concrete block below the bearing including scaffolding, compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including formwork.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.30 Page No. 130 and B. 7, Page

4760.00

920.00

264

I.No.

Code

Description

Unit

Rate

No.38 30 A b / 24 Providing and laying in situ M-25 controlled Cu.Mt. BR 30 cement concrete of trap /granite /quartzite /gneiss metal for the R.C.C. concrete block below the bearing including scaffolding, compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including formwork.) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.30 Page No. 130 and B. 7, Page No.38

4650.00

920.00

30 B a / 24 Providing and laying in situ M-25 controlled Cu.Mt. BR cement concrete of trap /granite /quartzite /gneiss metal for the R.C.C. concrete block below the bearing including scaffolding, compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including formwork.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.30 Page No. 130 and B. 7, Page No.38

4890.00

920.00

30 B b / 24 Providing and laying in situ M-25 controlled Cu.Mt. BR cement concrete of trap /granite /quartzite /gneiss metal for the R.C.C. concrete block below the bearing including scaffolding, compaction by vibrating, finishing and curing complete. (Excluding reinforcement and including formwork.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR.30 Page No. 130 and B. 7, Page No.38

4790.00

913.00

2.00

0.25

31 / 24 BR 34A

Providing and fixing neoprene bearing as per Cu.Cm. detailed drawings. Spec :As directed by Engineer in charge.

32 / 24 BR 35A

Providing, cutting, bending, hooking, tieing in position and laying TMT FE 500 steel bar for reinforcement as per detailed drawings for all R.C.C. works. Spec : BR.35 Page No. 134

M.T.

50660.00

8550.00

33 a / 24 BR 35B a

Providing & joining by mild /TMT FE 500 steel reinforcement bars by bottle nuts including supplying and fitting them in position etc. complete. 25 mm dia. Spec : As directed by Engineer in charge

No.

605.00

482.00

265

I.No.

Code

Description

Unit

Rate

33 b / 24 BR 35B b

Providing & joining by mild /TMT FE 500 steel reinforcement bars by bottle nuts including supplying and fitting them in position etc. complete. 32 mm dia. Spec :As directed by Engineer in charge.

No.

795.00

460.00

34 a / 24 BR 36A

Providing welded joints for reinforcement bars for 25 mm dia. Spec : BR.36 Page No. 134

steel

No.

215.00

227.00

34 b / 24 BR 36B

Providing welded joints of reinforcement bars above 32 mm dia. Spec : BR.36 Page No. 134

steel

No.

225.00

220.00

35 A a i / 24 BR 38A

Providing and laying in situ M-20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 4 m) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

5718.00

1962.00

35 A a ii / 24 BR 38A

Providing and laying in situ M-20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6 m) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

5541.00

1962.00

35 A b i / 24 BR 38A

Providing and laying in situ M-25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 4 m) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6185.00

1962.00

266

I.No.

Code

Description

Unit

Rate

35 A b ii / 24 BR 38A

Providing and laying in situ M-25 controlled Cu.Mt. cement concrete of trap/ gran-ite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 4 m) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6008.00

1962.00

35 A c i / 24 BR 38A

Providing and laying in situ M-30 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

6315.00

1962.00

35 A c ii / 24 BR 38A

Providing and laying in situ M-30 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

6138.00

1962.00

35 B a i / 24 BR

Providing and laying in situ M-20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 4 m) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

5862.00

1962.00

267

I.No.

Code

Description

Unit

Rate

35 B a ii / 24 BR

Providing and laying in situ M-20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6 m) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

5684.00

1962.00

35 B b i / 24 BR

Providing and laying in situ M-25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 4 m) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6368.00

1962.00

35 B b ii / 24 BR

Providing and laying in situ M-25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 4 m) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6191.00

1962.00

35 B c i / 24 BR

Providing and laying in situ M-30 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

6474.00

1962.00

268

I.No.

Code

Description

Unit

Rate

35 B c ii / 24 BR

Providing and laying in situ M-30 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in solid/ deck slab, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Note 1. For item No. 35 basic rate shall be increased for height above 4.00 m,in following manners (A) Depth 5 to 10 m Add 30 percent extra for rate (B) Depth upto 15 m Add 40 percent extra for rate (C) Depth upto 20 m Add 60 percent extra for rate (D) Depth 20m & Above 100 percent extra for rate. Spec : BR.38(a) Page No. 135 and B. 7, Page No.38

6297.00

1962.00

36 A a i / 24 BR 38A

Providing and laying in situ M.20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphrams, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6381.00

1962.00

36 A a ii / 24 BR 38A

Providing and laying in situ M.20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6195.00

1962.00

36 A b i / 24 BR 38A

Providing and laying in situ M.25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding

6667.00

1962.00

269

I.No.

Code

Description

Unit

Rate

reinforcement) (Height upto 6m). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38 36 A b ii / 24 BR 38A

Providing and laying in situ M.25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6481.00

1962.00

36 A c i / 24 BR 38A

Providing and laying in situ M-30 cement Cu.Mt. concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6771.00

1962.00

36 A c ii / 24 BR 38A

Providing and laying in situ M-30 cement Cu.Mt. concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m). with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6586.00

1962.00

36 B a i / 24 BR

Providing and laying in situ M.20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m).With Fully

6919.00

1962.00

270

I.No.

Code

Description

Unit

Rate

Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38 36 B a ii / 24 BR

Providing and laying in situ M.20 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

6734.00

1962.00

36 B b i / 24 BR

Providing and laying in situ M.25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

7411.00

1962.00

36 B b ii / 24 BR

Providing and laying in situ M.25 controlled Cu.Mt. cement concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and Curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 6m). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

7240.00

1962.00

36 B c i / 24 BR

Providing and laying in situ M-30 cement Cu.Mt. concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m). With Fully Automatic Micro Processor based PLC with SCADA enabled

7563.00

1962.00

271

I.No.

Code

Description

Unit

Rate

concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38 36 B c ii / 24 BR

Providing and laying in situ M-30 cement Cu.Mt. concrete of trap/ granite/ quartzite/ gneiss metal for R.C.C. Work including ramming, vibrating finishing and curing complete in main/cross girders, diaphragms, etc. (including formwork, centering, finishing in cement plaster and excluding reinforcement) (Height upto 3m). With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With Crushed sand. Note 1.For item No. 36 basic rate shall be increased for height above 4.00 m,in following manners (A) Depth 5 to 10 m Add 30 percent extra for rate (B) Depth upto 15 m Add 40 percent extra for rate (C) Depth upto 20 m Add 60 percent extra for rate (D) Depth 20m & Above 100 percent extra for rate. Spec : BR.38(b & c) Page No. 135 and B. 7, Page No.38

7374.00

1962.00

37 / 24 MORTH C1-2604

Providing and laying buried type expansion Cu.Mt. joint expansion gap being 20 mm covered with 12 mm thick 200 mm wide galvinised weldable structural steel plate as per IS 2062 placed symmetrically to the centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm diameter 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in MORT & H clause 2604 Spec : BR.43 Page No. 138

684.00

135.00

38 / 24 BR 43A

Providing Copper plate expansion joints as R.Mt. per detailed drawing No. 4/D-1 of 1972 D type. Spec : BR.43 Page No. 138

3291.00

135.00

39 / 24 BR 43B

Providing expansion joints with 25mm Sq.Mt. thick bituminous pad as per detailed drawings. Spec : BR.43 Page No. 138

2058.00

750.00

40 a / 24 BR 45

Providing and laying in situ 1:4:8 cement Cu.Mt. concrete of trap /granite /quartzite /gneiss metal for haunch filling including compacting, curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : B R.45 Page No. 139

3190.00

675.00

272

I.No.

Code

Description

Unit

Rate

40 b / 24 BR 45

Providing and laying in situ 1:4:8 cement Cu.Mt. concrete of trap /granite /quartzite /gneiss metal for haunch filling including compacting, curing complete. With fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : B R.45 Page No. 139

3090.00

675.00

41 / 24 BR 46

Providing trap/granite/quartzite/gneiss Cu.Mt. rubble filling over haunches and arches including hand packing. Spec : BR.46 Page No. 140

460.00

130.00

42 A a / 24 Providing and laying in situ M-20 c.c. of trap Cu.Mt. BR 47 /granite/ quartzite/ gneiss metal including compacting. finishing, curing and filling in joints with bitumen complete for wearing course 8cm thick. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR.47(a) Page No. 140 and B. 7, Page No.38

4910.00

940.00

42 A b / 24 Providing and laying in situ M-20 c.c. of trap Cu.Mt. BR 47 /granite/ quartzite/ gneiss metal including compacting. finishing, curing and filling in joints with bitumen complete for wearing course 8cm thick. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR.47(a) Page No. 140 and B. 7, Page No.38

4815.00

940.00

42 B a / 24 Providing and laying in situ M-20 c.c. of trap Cu.Mt. BR /granite/ quartzite/ gneiss metal including compacting. finishing, curing and filling in joints with bitumen complete for wearing course 8cm thick. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR.47(a) Page No. 140 and B. 7, Page No.38

5450.00

960.00

42 B b / 24 Providing and laying in situ M-20 c.c. of trap Cu.Mt. BR /granite/ quartzite/ gneiss metal including compacting. finishing, curing and filling in joints with bitumen complete for wearing course 8cm thick. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR.47(a) Page No. 140 and B. 7, Page No.38

5340.00

960.00

273

I.No. 43 / 24 BR 48

Code

Description

Providing vent holes 100mm dia. G.I. pipe in the slab and wearing course with iron grill at the top and galvanised iron pipe at bottom as per drawing. Spec : BR.48 Page No. 142

Unit 470.00

40.00

44 A a / 24 Providing and laying in situ M-20 R.C.C. of Cu.Mt. BR 50 trap /granite /quartzite /gneiss metal for RCC work, of ballast walls, kerbs, box returns etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With natural sand. Spec : BR.50 Page No. 143 and B. 7, Page No.38

5760.00

1980.00

44 A b / 24 Providing and laying in situ M-20 R.C.C. of Cu.Mt. BR 50 trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement) with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.With crushed sand. Spec : BR.50 Page No. 143 and B. 7, Page No.38

5670.00

1980.00

44 B a / 24 Providing and laying in situ M-20 R.C.C. of Cu.Mt. BR trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer).With natural sand. Spec : BR.50 Page No. 143 and B. 7, Page No.38

6150.00

1980.00

44 B b / 24 Providing and laying in situ M-20 R.C.C. of Cu.Mt. BR trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer).With crushed sand. Spec : BR.50 Page No. 143 and B. 7, Page No.38

6040.00

1980.00

Providing R.C.C. parapet with M-20 C.C. of R.Mt. trap/ granite/ quartzite/ gneiss metal with cast in situ/precast panels as per the detailed

1243.00

551.00

45 A / 24 BR 51

274

No.

Rate

I.No.

Code

Description

Unit

Rate

drawing including reinforcement, scaffolding, centering, formwork, compacting, finishing and curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR.51 (a) Page No. 144 and B. 7, Page No.38 45 B / 24 BR

Providing R.C.C. parapet with M-20 C.C. of Cu.Mt. trap/ granite/ quartzite/ gneiss metal with cast in situ/precast panels as per the detailed drawing including reinforcement, scaffolding, centering, formwork, compacting, finishing and curing complete. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR.51 (a) Page No. 144 and B. 7, Page No.38

1294.00

557.00

46 / 24 BR 51B

Providing railing of mild steel angle post R.Mt. 2M center to center of section 75mm x 75mm x 10mm or equivalent I/ channel section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm dia. M.S. bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class G.I. pipe provided at 30 on center to center including scaffolding and with one coat of anticorrosive paint and over it two coats of oil painting, curing of concrete etc. complete. Spec : B.R.51(b) Page No. 145

2966.00

1051.00

47 / 24 BR 51C

Providing R.C.C. railing of cast in situ R.C.C. R.Mt. posts with M-20 c.c. of trap/ granite/ quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR.51(c) Page No. 145 and B. 7, Page No.38

1966.00

180.00

48 / 24 BR 55

Providing galvanised iron 100mm diameter water spouts as per drawings. Spec : BR.55 Page No. 150

680.00

180.00

7382.00

1392.00

No.

49 A a / 24 Providing and casting special grade in M-35 Cu.Mt. BR 59 a controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching 275

I.No.

Code

Description

Unit

Rate

including necessary plant & machinery for the job shuttering, vibrating, curing, finishing etc. complete. Precast or cast in situ with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec : BR-38 Page No.135 and B. 7, Page No.38 49 A b / 24 Providing and casting special grade in M-35 Cu.Mt. BR 59 a controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching including necessary plant & machinery for the job shuttering, vibrating, curing, finishing etc. complete. Precast or cast in situ with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec : BR-38 Page No.135 and B. 7, Page No.38

7160.00

1392.00

49 B a / 24 Providing and casting special grade in M-35 Cu.Mt. BR controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching including necessary plant & machinery for the job shuttering, vibrating, curing, finishing etc. complete. Precast or cast in situ With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec : BR-38 PNo.135 and B. 7, P No.38

8160.00

815.00

49 B b / 24 Providing and casting special grade in M-35 Cu.Mt. BR controlled cement concrete for prestressed concrete work for main girder including slab, cross girder etc. including centering and scaffolding or launching including necessary plant & machinery for the job shuttering, vibrating, curing, finishing etc. complete. Precast or cast in situ With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec : BR-38 Page No.135 and B. 7, Page No.38

7940.00

815.00

Providing and laying in situ controlled grade Cu.Mt. of M-15 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. With fully automatic micro processor based PLC with SCADA enabled with reversible

4684.00

960.00

50 A a i / 24 BR 59 a

276

I.No.

Code

Description

Unit

Rate

Drum Type mixer. With natural sand. Spec :As directed by Engineer in charge. 50 A a ii / 24 BR 59 a

Providing and laying in situ controlled grade Cu.Mt. of M-15 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec :As directed by Engineer in charge.

4490.00

960.00

50 A b i / 24 BR 59 a

Providing and laying in situ controlled grade Cu.Mt. of M-20 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec :As directed by Engineer in charge.

4945.00

960.00

50 A b ii / 24 BR 59 a

Providing and laying in situ controlled grade Cu.Mt. of M-20 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer.. With crushed sand. Spec :As directed by Engineer in charge.

4752.00

960.00

50 A c i / 24 BR 59 a

Providing and laying in situ controlled grade Cu.Mt. of M-25 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Spec :As directed by Engineer in charge.

5450.00

960.00

50 A c ii / 24 BR 59 a

Providing and laying in situ controlled grade Cu.Mt. of M-25 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand. Spec :As directed by Engineer in charge.

5253.00

960.00

50 B a i / 24 BR

Providing and laying in situ controlled grade Cu.Mt. of M-15 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete.

5173.00

910.00

277

I.No.

Code

Description

Unit

Rate

With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec :As directed by Engineer in charge. 50 B a ii / 24 BR

Providing and laying in situ controlled grade Cu.Mt. of M-15 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec :As directed by Engineer in charge.

4981.00

910.00

50 B b i / 24 BR

Providing and laying in situ controlled grade Cu.Mt. of M-20 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. (Cement 6.90 bags/Cu.Mt.) With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec :As directed by Engineer in charge.

5435.00

910.00

50 B b ii / 24 BR

Providing and laying in situ controlled grade Cu.Mt. of M-20 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer).. With crushed sand. Spec :As directed by Engineer in charge.

5243.00

910.00

50 B c i / 24 BR

Providing and laying in situ controlled grade Cu.Mt. of M-25 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Spec :As directed by Engineer in charge.

5940.00

910.00

50 B c ii / 24 BR

Providing and laying in situ controlled grade Cu.Mt. of M-25 of trap stone metal for R.C.C. works in cut off walls/curtain walls including necessary scaffolding, centering compacting by vibrator and finishing curing complete. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Spec :As directed by Engineer in charge.

5744.00

910.00

278

I.No.

Code

Description

Unit

Rate

51 / 24 BR 62

Providing 0.9 meter thick metal mat of Sq.Mt. rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec : As directed by Engineer in charge

52 / 24 BR

Providing islands for laying steel curb or cutting edge of wells upto 3mtr. depth of standing water for two lane bridge. a) with earth Spec : BR.7. P.No. 107

No.

149000.00 28403.00

53 / 24 BR

Providing islands for laying steel curb or cutting edge of wells upto 3mtr. Depth of standing water for single lane bridge. -With earth Spec :BR.7. P.No. 107

No.

100800.00 29836.00

54 / 24 BR

Providing tar paper bearing pad including Sq.Mt. fixing etc. complete. Spec : As directed by Engineer in charge

55 / 24 BR

Providing and fixing in position to exact profile and prestressing high tensile strands of specified ultimate strength, standard end anchorages, cable ducts, grouting ducts after pres-tressing and bearing plates with wedges as per detailed drawings including necessary plant and machinery for prestressing etc. complete. a) For Strand Spec :As directed by Engineer in charge.

M.T.

56 / 24 BR

Providing and injecting epoxy grout including structuring of crack in the body of slab girder by sand blasting fixing inlet tube arrangements including cost of materials, machinery required for the work, labour charges etc. complete. Spec :As directed by Engineer in charge.

Kg.

57 / 24 BR

58 / 24 BR

785.00

145.00

31.00

102.00

189839.00 6300.00

870.00

115.00

Repairing of honey combed area, spilling Sq.Mt. area by chipping out the damaged spalled or honey combed portion of concrete upto behind rebars with rusting, cleaning of all rust, scale and loose materials scaffolding compressed air, machinery etc. complete. (Note.: Item includes use of air compressor, chipping machine and scaffolding for height of 8 to 10 meters.) Spec :As directed by Engineer in charge.

430.00

40.00

Providing and applying well mixed polymer Sq.Mt. cement slurry (polymer cement ratio 1:2) over well soaked but surface dry concrete and steel rebar for adhesion of fresh cement

540.00

40.00

279

I.No.

Code

Description

Unit

Rate

and sand mortar as per specification and as directed etc. complete. Note Item includes use of polymers like sikalatex or similar materials of relevant specification and scaffolding for height 8 to 10 meters. Spec :As directed by Engineer in charge. Repairs expansion joints by removing rich Sq.Mt. mix cement concrete including stacking the spoil as directed with all leads, lifts near expansion joints etc. Note- of equipments like Air compressor is considered in the item. Spec :As directed by Engineer in charge.

2330.00

215.00

60 A a / 24 Providing and laying M-35 grade c.c. for Cu.Mt. BR R.C.C. jacketing around the piers etc. complete. with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With natural sand. Note This item includes jacketing to piers of existing bridge. This item includes scaffolding for height of 8 to 10 meters.) Spec :As directed by Engineer in charge.

5449.00

1710.00

60 A b / 24 Providing and laying M-35 grade c.c. for Cu.Mt. BR R.C.C.jacketing around the piers etc. complete.. With fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. With crushed sand.Note This item includes jacketing to piers of existing bridge. This item includes scaffolding for height of 8 to 10 meters Spec :As directed by Engineer in charge.

5228.00

1710.00

60 B a / 24 Providing and laying M-35 grade c.c. for Cu.Mt. BR R.C.C. jacketing around the piers etc. complete. This item includes scaffolding for height of 8 to 10 meters.With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With natural sand. Note This item includes jacketing to piers of existing bridge. Spec :As directed by Engineer in charge.

5593.00

1710.00

60 B b / 24 Providing and laying M-35 grade c.c. for Cu.Mt. BR R.C.C.jacketing around the piers etc. complete. With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). With crushed sand. Note This item includes jacketing to piers of existing bridge. This item includes scaffolding for height of 8 to 10 meters. Spec :As directed by Engineer in charge.

5748.00

1710.00

59 / 24 BR

280

I.No. 61 / 24 BR

Code

Description

Providing and injecting epoxy grout including structuring of cracks in the body of slab girder, fixing inlet tube arrangement including cost of materials, machinery required for the work labour charges etc. Note 2Kg. of grout is considered per hole. Spec :As directed by Engineer in charge.

Unit 1415.00

167.00

62 A a / 24 Providing M-30 R.C.C. cast in situ 450 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shall etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

2133.00

588.00

62 A b / 24 Providing M-30 R.C.C. cast in situ 475 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shall etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

2276.00

613.00

62 A c / 24 Providing M-30 R.C.C. cast in situ 500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shall etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

2480.00

671.00

62 A d / 24 Providing M-30 R.C.C. cast in situ 525 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to

2683.00

706.00

281

No.

Rate

I.No.

Code

Description

Unit

Rate

the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700 62 A e / 24 Providing M-30 R.C.C. cast in situ 550 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

2989.00

706.00

62 A f / 24 Providing M-30 R.C.C. cast in situ 600 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

3532.00

1084.00

62 A g / 24 Providing M-30 R.C.C. cast in situ 625 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

3887.00

1114.00

282

I.No.

Code

Description

Unit

Rate

62 A h / 24 Providing M-30 R.C.C. cast in situ 650 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

4192.00

1156.00

62 A i / 24 BR

Providing M-30 R.C.C. cast in situ 750 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

5652.00

1507.00

62 A j / 24 BR

Providing M-30 R.C.C. cast in situ 800 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

6414.00

1613.00

62 A k / 24 Providing M-30 R.C.C. cast in situ 825 mm R.Mt. BR dia.bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum

6719.00

1724.00

283

I.No.

Code

Description

Unit

Rate

Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700 Providing M-30 R.C.C. cast in situ 900 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

7838.00

1889.00

62 A m / 24 Providing M-30 R.C.C. cast in situ 975 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

9362.00

2068.00

62 A n / 24 Providing M-30 R.C.C. cast in situ 1000 mm R.Mt. BR dia.bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

9848.00

2674.00

62 A o / 24 Providing M-30 R.C.C. cast in situ 1050 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and

10763.00

2808.00

62 A l / 24 BR

284

I.No.

Code

Description

Unit

Rate

withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700 62 A p / 24 Providing M-30 R.C.C. cast in situ 1100 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

11931.00

2944.00

62 A q / 24 Providing M-30 R.C.C. cast in situ 1200 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

13732.00

3348.00

62 A r / 24 Providing M-30 R.C.C. cast in situ 1500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100 and 1700

21442.00

5447.00

62 B a / 24 Providing M-30 R.C.C. cast in situ 450 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except

2283.00

400.00

285

I.No.

Code

Description

Unit

Rate

rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 62 B b / 24 Providing M-30 R.C.C. cast in situ 475 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

2436.00

445.00

62 B c / 24 Providing M-30 R.C.C. cast in situ 500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

2639.00

480.00

62 B d / 24 Providing M-30 R.C.C. cast in situ 525 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

2842.00

523.00

286

I.No.

Code

Description

Unit

Rate

62 B e / 24 Providing M-30 R.C.C. cast in situ 550 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

3147.00

570.00

62 B f / 24 Providing M-30 R.C.C. cast in situ 600 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

3692.00

670.00

62 B g / 24 Providing M-30 R.C.C. cast in situ 625 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

4046.00

720.00

62 B h / 24 Providing M-30 R.C.C. cast in situ 650 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix

4350.00

780.00

287

I.No.

Code

Description

Unit

Rate

Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 62 B i / 24 BR

Providing M-30 R.C.C. cast in situ 750 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

5809.00

1030.00

62 B j / 24 BR


6570.00

1150.00

62 B k / 24 Providing M-30 R.C.C. cast in situ 825 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

6875.00

1240.00

Providing M-30 R.C.C. cast in situ 900 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement

7992.00

1460.00

62 B l / 24 BR

288

I.No.

Code

Description

Unit

Rate

including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 62 B m / 24 Providing M-30 R.C.C. cast in situ 975 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

9514.00

1630.00

62 B n / 24 Providing M-30 R.C.C. cast in situ 1000 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

10002.00

1870.00

62 B o / 24 Providing M-30 R.C.C. cast in situ 1050 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

10915.00

1910.00

62 B p / 24 Providing M-30 R.C.C. cast in situ 1100 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as

12082.00

2150.00

289

I.No.

Code

Description

Unit

Rate

directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 62 B q / 24 Providing M-30 R.C.C. cast in situ 1200 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

14106.00

2520.00

62 B r / 24 Providing M-30 R.C.C. cast in situ 1500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

21235.00

4050.00

63 A a / 24 Providing M-35 R.C.C. cast in situ 450 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

2189.00

631.00

290

I.No.

Code

Description

Unit

Rate

63 A b / 24 Providing M-35 R.C.C. cast in situ 475 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

2334.00

666.00

63 A c / 24 Providing M-35 R.C.C. cast in situ 500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

2538.00

691.00

63 A d / 24 Providing M-35 R.C.C. cast in situ 525 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

2751.00

746.00

63 A e / 24 Providing M-35 R.C.C. cast in situ 550 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum

3066.00

815.00

291

I.No.

Code

Description

Unit

Rate

Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700 63 A f / 24 Providing M-35 R.C.C. cast in situ 600 mm R.Mt. BR dia.bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

3793.00

1094.00

63 A g / 24 Providing M-35 R.C.C. cast in situ 625 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

3995.00

1153.00

63 A h / 24 Providing M-35 R.C.C. cast in situ 650 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

4300.00

1237.00

Providing M-35 R.C.C. cast in situ 750 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement

5798.00

1573.00

63 A i / 24 BR

292

I.No.

Code

Description

Unit

Rate

including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700 Providing M-35 R.C.C. cast in situ 800 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

6597.00

1674.00

63 A k / 24 Providing M-35 R.C.C. cast in situ 825 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

6895.00

1735.00

Providing M-35 R.C.C. cast in situ 900 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

8042.00

2090.00

63 A m / 24 Providing M-35 R.C.C. cast in situ 975 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as

9595.00

2381.00

63 A j / 24 BR

63 A l / 24 BR

293

I.No.

Code

Description

Unit

Rate

directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700 63 A n / 24 Providing M-35 R.C.C. cast in situ 1000 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

10103.00

2603.00

63 A o / 24 Providing M-35 R.C.C. cast in situ 1050 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

10430.00

2748.00

63 A p / 24 Providing M-35 R.C.C. cast in situ 1100 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

12233.00

2987.00

294

I.No.

Code

Description

Unit

Rate

63 A q / 24 Providing M-35 R.C.C. cast in situ 1200 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

14986.00

3788.00

63 A r / 24 Providing M-35 R.C.C. cast in situ 1500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete with fully automatic micro processor based PLC with SCADA enabled with reversible Drum Type mixer. Spec : BR-21 Page 124, MORTH - 1100, 1600 and 1700

21997.00

5610.00

63 B a / 24 Providing M-35 R.C.C. cast in situ 450 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

2349.00

410.00

63 B b / 24 Providing M-35 R.C.C. cast in situ 475 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix

2494.00

445.00

295

I.No.

Code

Description

Unit

Rate

Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 63 B c / 24 Providing M-35 R.C.C. cast in situ 500 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

2697.00

485.00

63 B d / 24 Providing M-35 R.C.C. cast in situ 525 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

2910.00

520.00

63 B e / 24 Providing M-35 R.C.C. cast in situ 550 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

3224.00

570.00

63 B f / 24 Providing M-35 R.C.C. cast in situ 600 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement

3971.00

670.00

296

I.No.

Code

Description

Unit

Rate

including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 63 B g / 24 Providing M-35 R.C.C. cast in situ 625 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

4153.00

715.00

63 B h / 24 Providing M-35 R.C.C. cast in situ 650 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

4457.00

780.00

63 B i / 24 BR


5956.00

1010.00

63 B j / 24 BR

Providing M-35 R.C.C. cast in situ 800 mm R.Mt. dia. bored piles each of load capacity as per design and of specified diameter of as

6752.00

1280.00

297

I.No.

Code

Description

Unit

Rate

directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 63 B k / 24 Providing M-35 R.C.C. cast in situ 825 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

7050.00

1360.00


8196.00

1460.00

63 B m / 24 Providing M-35 R.C.C. cast in situ 975 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

9746.00

1700.00

63 B l / 24 BR

298

I.No.

Code

Description

Unit

Rate

63 B n / 24 Providing M-35 R.C.C. cast in situ 1000 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer) Spec : BR-21 Page 124, MORTH - 1100 and 1700

10256.00

1865.00

63 B o / 24 Providing M-35 R.C.C. cast in situ 1050 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer) Spec : BR-21 Page 124, MORTH - 1100 and 1700

11188.00

2020.00

63 B p / 24 Providing M-35 R.C.C. cast in situ 1100 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

12383.00

2200.00

63 B q / 24 Providing M-35 R.C.C. cast in situ 1200 mm R.Mt. BR dia. bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except roc, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor based PLC with SCADA enabled concrete Batch Mix

14466.00

2700.00

299

I.No.

Code

Description

Unit

Rate

Plant (PAN Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700 63 B r / 24 Providing M-35 R.C.C. cast in situ 1500 mm R.Mt. BR dia.bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell's sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement compaction of concrete and withdrawal of steel shell's etc. complete With Fully Automatic Micro Processor PLC with SCADA enabled concrete batch Mix plant (Pan Mixer). Spec : BR-21 Page 124, MORTH - 1100 and 1700

22138.00

64 / 24 BR

61015.00 10180.00

Providing, placing and driving in position 6mm thick permanent M.S. liner upto required depth with 12 mm thick M.S. cutting edge of 0.5 meter length of bottom including fabricating, cutting the M.S. sheet to required diameter and shape, welding the joints and driving with the help of required machineries including all materials, labour and lift etc. complete. Spec : MORTH 4th Revision No.1204 and 1904

300

M.T.

3980.00

I.No.

Code

Description

Unit

Rate


Bridge

Sub Category


MORTH Unit

Item Code

: Bridge Works


1 a / 25 MORTH

Excavation for foundation of structure as Cu.Mt. per drawing and technical specification including setting out, construction of shoring , brushing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved material. Marshy Soil upto 3.00 Meter depth by Manual Means Spec : M.O.R.T & H - 304

554.00

538.00

1 b / 25 MORTH

Excavation for foundation of structure as Cu.Mt. per drawing and technical specification including setting out, construction of shoring , brushing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved material. Marshy Soil upto 3.00 Meter depth by Mechanical Means Spec : M.O.R.T & H - 304

191.00

42.00

2 / 25 MORTH

Providing and filling Annular Space Cu.Mt. Around Footing in Rock by using concrete of M-15 grade. Spec : M.O.R.T & H - 2100

3811.00

505.00

3 / 25 MORTH

Providing and filling Sand in Foundation Cu.Mt. trenches as per drawing and technical specifications Spec : M.O.R.T & H - 300,2100

1411.00

120.00

4 a / 25 MORTH

Providing Stone masonry work in cement Cu.Mt. mortar 1:3 in foundation with watering complete as per drawing and technical specification complete -- Square Rubble Coursed rubble masonry first sort Spec : M.O.R.T & H - 1400

3570.00

1300.00

4 b / 25 MORTH

Providing Stone masonry work in cement Cu.Mt. mortar 1:3 in foundation with watering complete as per drawing and technical specification complete -- Random Rubble masonry. Spec : M.O.R.T & H - 1400

3500.00

1310.00

5 / 25 MORTH

Providing and laying PCC M 15 levelling Cu.Mt. course of 100 mm thick below pile cap with fully automatic micro processor PLCwith SCADA enabled reversible Drum Type mixer. Spec : M.O.R.T & H - 1100, 1700

4100.00

525.00

301

I.No.

Code

Description

Unit

Rate

6 / 25 MORTH

Providing I st class Brick masonry work Cu.Mt. in 1:3 in substructure complete with watering excluding pointing and plastering, as per drawing and technical specifications. Spec : MORT & H – 1300, 2200

5599.00

1350.00

7 a / 25 MORTH

Providing Stone masonry work in cement Cu.Mt. mortar 1:3 with watering for substructure complete as per drawing and technical specifications.-Random Rubble Masonry Spec : MORT & H – 1400, 2200

3510.00

1280.00

7 b / 25 MORTH

Providing Stone masonry work in cement Cu.Mt. mortar 1:3 with watering for substructure complete as per drawing and technical specifications. Coursed Rubble Masonry (first sort) Spec : MORT & H – 1400, 2200

3630.00

1525.00

7 c / 25 MORTH

Providing Stone masonry work in cement Cu.Mt. mortar 1:3 with watering for substructure complete as per drawing and technical specifications. -- Ashlar Masonry (first sort) Spec : MORT & H – 1400, 2200

4600.00

2750.00

8 / 25 MORTH

Providing weep holes in Brick R.Mt. masonry/Plain/Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face. Complete as per drawing and Technical specifications. Spec : MORT & H -2700 & 2200

170.00

13.00

9 a / 25 MORTH

Back filling behind abutment, wing wall Cu.Mt. and return wall complete as per drawing & Technical Specifications.Granular material Spec : MORT & H 2200 &-710.1.4 of iRC 78

600.00

315.00

9 b / 25 MORTH

Back filling behind abutment, wing wall Cu.Mt. and return wall complete as per drawing & Technical Specifications. -Sandy material Spec : MORT & H 2200 &-710.1.4 of iRC 78

1552.00

315.00

10 / 25 MORTH

Providing and laying of Filter media with Cu.Mt. granular materials/ stone crushed aggregates satisfying the - requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind

900.00

270.00

302

I.No.

Code

Description

Unit

Rate

abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications. Spec : MORT & H 2200 &-710.1.4 of iRC 78 11 / 25 MORTH

Supplying, fitting and fixing in position M.T. true to line and level cast steel rocker Capacity 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. Spec : MORT & H -2000,1000,2200 &f IRC 83-1982

260.00

68.00

12 / 25 MORTH

Supplying, fitting and fixing in position M.T. true to line and level forged steel roller Capacity 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. Spec : MORT & H – 2000 & 2200

585.00

68.00

13 / 25 MORTH

Supplying, fitting and fixing in position M.T. true to line and level sliding plate bearing Capacity 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 Spec : MORT & H – 2000 & 2200

235.00

33.00

14 / 25 MORTH

Supplying, fitting and fixing in position Cu.Cm. true to line and level elastomeric bearing conforming to IRC:83 (Pt.-II) section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications. Spec : MORT & H – 2000 & 2200

1.40

0.10

15 / 25 MORTH

Supplying, fitting and fixing in position M.T. true to line and level sliding plate bearing Capacity with stainless steel plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and technical specifications. Spec : MORT & H – 2000 & 2200

228.00

13.00

16 / 25 MORTH

Supplying, fitting and fixing in position M.T. true to line and level POT- PTFE Capacity 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

220.00

13.00

303

I.No.

Code

Description

Unit

Rate

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. Spec : MORT & H – 2000 & 2200 17 / 25 MORTH

Providing and laying Cement concrete Cu.Mt. wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications. Spec : MORT & H – 2700

8800.00

1100.00

18 / 25 MORTH

Providing and laying 12mm thick mastic Sq.Mt. 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 0.005 cum 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 mmto 4mm over mastic surface, all complete as per clause 515. Spec : MORT & H – 500, 2700

350.00

70.00

19 / 25 MORTH

Construction of precast RCC railing of R.Mt. 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. Spec : MORT & H – 2700, 1500, 1600 & 1700

1430.00

150.00

20 / 25 MORTH

Construction of RCC railing of M30 R.Mt. 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,center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete with fully automatic micro processor PLC with SCADA enabled reversible Drum Type

1435.00

150.00

304

I.No.

Code

Description

Unit

Rate

mixer. as per approved drawings and technical specifications. Spec : MORT & H – 2700, 1500, 1600 & 1700 21 / 25 MORTH

Providing and laying in PCC M-15 Grade Cu.Mt. leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible Drum Type mixer. as per drawing and Technical specifications Spec : MORT & H – 1700 & 2700

4300.00

600.00

22 / 25 MORTH

Providing and laying of Reinforced cement Cu.Mt. concrete in M-30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible Drum Type mixer. as per drawing and Technical specifications. Spec : MORT & H – 1500, 1600, 1700 & 2700

7850.00

600.00

23 / 25 MORTH

Precast – pretensioned Girders Cu.Mt. Providing precasting, transporting and placing in position precast pretensioned concrete girders as per drawing and Technical specifications. Spec : MORT & H 1800, 2300

20500.00 3200.00

24 / 25 MORTH

Painting on concrete surface Providing Sq.Mt. and applying 2 coat of water based cement paint to un plastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying plaint of 1 litre for 2 Sq.m Spec : MORT & H 2800,

125.00

20.00

25 / 25 MORTH

Burried Joint -Providing and laying a R.Mt. burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanized wieldable structural steel plate as per IS: 2062, placed symmetrical to center 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 center line of the plate, all as specified in clause 2604. Spec : MORT & H 2600

1200.00

7.00

26 i / 25 MORTH

Providing & filling 20 mm thick R.Mt. compressible fibre board in expansion joint complete as per drawing & Technical specification. Spec : MORT & H – 2600

440.00

7.00

305

I.No.

Code

Description

Unit

Rate

26 ii / 25 MORTH

Providing and filling joint sealing R.Mt. compound as per drawing and Technical specification with coarse sand and 6% bitumen by weight Spec : MORT & H – 2600

25.00

7.00

27 / 25 MORTH

Asphaltic plug joint - Providing and R.Mt. laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 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 200 mm X 6 mm of wieldable structural steel conforming to IS:2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate to 12.5mm nominal size and a heat resistant foam caulking /backer rod, all as per approved drawings and specifications. Spec : MORT & H – 2600

985.00

47.00

28 / 25 MORTH

Elastomeric Slab Steel Expansion Joint R.Mt. (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawing and standard specifications to be installed by the manufacture / supplier or their authorized representative ensuring compliance to the manufactures instructions for installation for road & bridge works) Spec : MORT & H – 2600

9600.00

55.00

29 / 25 MORTH

Compression Seal Joint - Providing and R.Mt. 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 fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. Spec : MORT & H – 2600

3241.00

34.00

30 / 25 MORTH

Strip Seal Expansion - Providing and R.Mt. laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawing and standard specifications to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers

10525.00

34.00

306

I.No.

Code

Description

Unit

Rate

instruction for installation Spec : MORT & H – 2600 31 / 25 MORTH

Providing and laying boulders apron on Cu.Mt. river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specifications. -- Boulder laid without wire crates. Spec : MORT & H-2500

925.00

260.00

32 / 25 MORTH

Boulder apron laid in wire crates - Cu.Mt. Providing and laying of boulder apron laid in wire crates made with 4 mm dia G.I. wire conforming to IS:2801 &IS:4828 in 100 mm X 100 mm mesh(weaved diagonally ) including 10% extra for laps and joints laid with stone boulder weighing not less than 40 kg each Spec : MORT & H-2500

1650.00

330.00

33 / 25 MORTH

Cement concrete blocks(size 0.5 Cu.Mt. X0.5X0.5 m)- Providing and laying of apron with cement concrete blocks of size 0.5 X0.5X0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250kg/ cum with fully automatic micro processor PLC with SCADA enabled reversible Drum Type mixer. as per IRC:21-2000.) Spec : MORT & H-2500

4300.00

730.00

34 a / 25 MORTH

Providing and laying Pitching on slopes Cu.Mt. laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. -- Stone/Boulder Spec : MORT & H-2500

920.00

335.00

34 b / 25 MORTH

Providing and laying Pitching on slopes Cu.Mt. laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete with fully automatic micro processor PLC with SCADA enabled reversible Drum Type mixer. as per drawing and Technical specifications. -Cement Concrete blocks of size 0.30x 0.30x0.30 m cast in cement concrete of Grade M15 Spec : MORT & H-2500

4300.00

650.00

35 / 25 MORTH

Providing and laying Filtermaterial Cu.Mt. underneath pitching in slopes complete as per drawing and Technical specifications. Spec : MORT & H-2500

1300.00

525.00

307

I.No.

Code

Description

Unit

Rate

36 / 25 MORTH

Geotextile Filter -Laying of a geotextile Sq.Mt. 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. Spec : MORT & H – 700 & 1500

840.00

135.00

37 a / 25 MORTH

Providing and laying Flooring complete as Cu.Mt. per drawing and Technical specifications laid over cement concrete bedding.-Rubble stone laid in cement mortar 1:3 Spec : MORT & H –2500

4350.00

1250.00

37 b / 25 MORTH

Providing and laying Flooring complete as Cu.Mt. per drawing and Technical specifications laid over cement concrete bedding.-Cement Concrete blocks Grade M-15 Spec : MORT & H –2500

5790.00

935.00

38 / 25 MORTH

Construction of dry rubble Flooring at Cu.Mt. cross drainage works Spec : MORT & H – 2500

1720.00

1052.00

39 a / 25 MORTH

Construction of Curtain wall Complete as Cu.Mt. per drawing and Technical specifications.-Stone masonry in cement mortar 1:3 Spec : MORT & H – 2500

3400.00

1035.00

39 b / 25 MORTH

Construction of Curtain wall Complete as Cu.Mt. per drawing and Technical specifications.-Cement Concrete Grade M-15 Spec : MORT & H – 2500

4200.00

660.00

40 / 25 MORTH

Flexible Apron – Constructing of flexible Cu.Mt. apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Spec : MORT & H – 2500

950.00

525.00

41 / 25 MORTH

Gabian Structure for Retaining Earth - Cu.Mt. Providing and construction of a Gabian structure for retaining earth with segments of wire crates of size 7 m X3 mX 0.6 m each divided into 1.5 m compartments by cross netting, made form 4 mm galvansed steel wire @ 32kg 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 100X 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanizedwire. Spec : MORT & H-2500

1650.00

112.00

308

I.No.

Code

Description

Unit

Rate

42 / 25 MORTH

Gabian Structure for Erosions Control, Cu.Mt. River Training works and Protection works - Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m X0.3 m each divided into 1 m compartments by-cross netting, made from 4 mm galvanized steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS: 280 and galvanizing coating conforming to IS 4826, wovan 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 4mm galvanized steel wire. Spec : MORT & H-2500

3100.00

410.00

43 / 25 MORTH

Removal of existing cement concrete Sq.Mt. wearing coat including its disposal complete as per technical specification 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 (Thickness 75 mm) Spec : MORT & H-2800

150.00

48.00

44 / 25 MORTH

Removal of existing asphaltic wearing Sq.Mt. coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 100 m. Spec : MORT & H-2800

112.00

35.00

45 / 25 MORTH

Providing and laying Cement concrete Cu.Mt. wearing coat M-30 grade with batch mix type concrete mixer with SCADA including reinforcement complete as per drawing and technical specifications. Spec : MORT & H – 2700

10590.00 1245.00

46 / 25 MORTH

Providing and laying of Reinforced Cu.Mt. cement concrete in M-30 grade approach slab including reinforcement and formwork complete with batch mix type concrete mixer with SCADA. As per drawing and Technical specifications Spec : MORT & H – 1500, 1600, 1700 & 2700

9805.00

309

1015.00

I.No.

Code

Description

Unit

Rate


Roads

Sub Category Road & Bridge Maintenance Description Of Items

Unit

Item Code


1 / 27 Road Main.

Restoration of rain cuts with soil, murum Cu.Mt. 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 MORTH specification clause 3002 Spec : MORTH CL3002

450.00

108.00

2 / 27 Road Main.

Making up loss of material/irregularities Sq.Mt. 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 MORTH specification clause 3003 Spec : MORTH CL3003

103.00

24.00

3 / 27 Road Main.

Stripping excess soil from the shoulder Sq.Mt. surface to achieve the approved level and compacting with plate compactor at OMC as per drawings as per MORTH specification clause 3003 Spec : MORTH CL3003

23.00

13.00

4 / 27 Road Main.

Repair to pot holes by removal of failed Cu.Mt. material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen tack coat at the bottom and vertical sides as per as per MORTH specification clause 3004.1 & 3004.2 Spec : MORTH CL3004.1 & 3004.2

7009.00

1150.00

5 / 27 Road Main.

Patch repair on already filled pot holes Sq.Mt. with 20 mm premix carpet and seal coat as per MORTH specification clause 3004.1 & 3004.2 Spec : MORTH CL3004.1 & 3004.2

216.00

42.00

6 / 27 Road Main.

Repair to pot holes and removal of loose Sq.Mt. material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat as per MORTH specification clause 3004.1 & 3004.2 Spec : MORTH CL3004.1 & 3004.2

241.00

54.00

310

I.No.

Code

Description

Unit

Rate

7 / 27 Road Main.

Maintenance of gravel road including Sq.Mt. 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 etc complete Spec : MORTH CL3002

105.00

1.50

8 / 27 Road Main.

Maintenance of WBM road including filling Sq.Mt. up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling etc. complete Spec :As directed by Engineer in charge.

135.00

2.50

9 / 27 Road Main.

The maintenance of drains include R.Mt. erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete Spec :As directed by Engineer in charge.

4.00

4.00

10 / 27 Road Main.

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete Spec : As directed by Engineer in charge.

No.

1820.00

728.00

11 / 27 Road Main.

Maintenance of Bridge/Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works, including painting of parapets / kerbs as per drawing etc complete. Spec :As directed by Engineer in charge.

No.

286.00

115.00

12 / 27 Road Main.

Maintenance of Causeway by way of R.Mt. minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting etc. complete. Spec :As directed by Engineer in charge.

121.00

71.00

13 / 27 Road Main.

Maintenance of road signs by way of Km. cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings etc. complete. Spec :As directed by Engineer in charge.

1675.00

793.00

14 / 27 Road Main.

Repair of steel railing to bring it to original R.Mt. shape cleaning and repainting as per drawing etc. complete. Spec :As directed by Engineer in charge.

269.00

33.00

311

I.No.

Code

Description

Unit

Rate

15 / 27 Road Main.

Repair of RCC railing to bring it to the R.Mt. original shape, cleaning and repainting as per drawings etc. complete Spec :As directed by Engineer in charge.

185.00

16.00

16 / 27 Road Main.

Removal of steel railing and refixing of R.Mt. railing to submersible bridges including cleaning and repainting etc complete. Spec :As directed by Engineer in charge.

235.00

155.00

17 / 27 Road Main.

Maintenance of Kilometer stones,& 200 Km. metre by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone etc. complete. Spec :As directed by Engineer in charge.

1295.00

330.00

18 / 27 Road Main.

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 etc. complete. Spec :As directed by Engineer in charge.

165.00

165.00

19 / 27 Road Main.

Trimming of grass, shurbs and weeds Sq.Mt. from the shoulders/berms and disposing off the same to suitable locations etc. complete. Spec :As directed by Engineer in charge.

3.50

3.50

20 / 27 Road Main.

White washing two coats on parapet Sq.Mt. walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete. Spec :As directed by Engineer in charge.

16.00

10.00

21 / 27 Road Main.

Maintenance of guard stones/ boundry Km. stones/ indicator stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and white washing etc. complete. Spec :As directed by Engineer in charge.

510.00

265.00

312

No.

I.No.

Code

Description

Unit

Rate


Roads

Sub Category SUR: Survey


Unit

Item Code


Labour

112.00

112.00

1 / 30

Fixing chainage Stone/B.M. Stone/Center Stone/Apex Stone in earth and all sorts of soil and soft murum including conveying excavation fixing stone including paintaining lettering numbers and back filling etc. complete. Spec : As directed by Engineer in charge

2 / 30

Taking the trial pit for roads, alignment, Cu.Mt. C.D. Works in earth soil of all sorts, sands gravel, or soft murum, including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters Spec : As directed by Engineer in charge

245.00

245.00

3 / 30

Taking the trial pit for roads, alignment, Cu.Mt. C.D. Works in earth soil of all sorts, sands gravel, or soft murum, including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters Spec : As directed by Engineer in charge

300.00

300.00

4 / 30

Taking the trial pit for roads, alignment, Cu.Mt. C.D. Works in Hard murum, including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters Spec : As directed by Engineer in charge

370.00

370.00

5 / 30

Taking the trial pit for roads, alignment, Cu.Mt. C.D. Works in Hard murum, including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters Spec : As directed by Engineer in charge

425.00

425.00

6 / 30

Taking the trial pit for roads, alignment, Cu.Mt. C.D. Works in Hard murum, and Boulders including stacking the excavated material including all lifts and necessary back filling upto depth 1.5 meters Spec : As directed by Engineer in charge

475.00

475.00

7 / 30

Taking the trial pit for roads, alignment, Cu.Mt. C.D. Works in Hard murum, and Boulders including stacking the

530.00

530.00

313

No.

I.No.

Code

Description

Unit

Rate

excavated material including all lifts and necessary back filling upto depth 3.0 meters Spec : As directed by Engineer in charge 8 / 30

Fixing survey pegs in earth and all sorts Soil, Sand, Gravel, Soft Murum, etc. including conveying, fixing etc. complete. Spec : As directed by Engineer in charge

No.

5.00

5.00

9 / 30

Reconnaisance Survey of Road alignment in plain country including taking three dimensions of apexes verification of type of land etc. alongwith the alignment etc. complete (Without Chaining). Spec : As directed by Engineer in charge

Km.

1235.00

1135.00

10 / 30

Reconnaisance Survey of Road alignment in plain country including taking three dimensions of apexes verification of type of land etc. alongwith the alignment etc. complete (With Chaining). Spec : As directed by Engineer in charge

Km.

2800.00

2375.00

11 / 30

Reconnaissance Survey of a road alignment for new hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (Without Chaining) Spec : As directed by Engineer in charge

Km.

3290.00

3060.00

12 / 30

Reconnaissance Survey of road alignment for new hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (With Chaining) Spec : As directed by Engineer in charge

Km.

4070.00

3320.00

13 / 30

Reconnaissance Survey of road alignment in hilly road utilising exsisting forest cart tracks with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (Without Chaining) . Spec : As directed by Engineer in charge

Km.

1780.00

1500.00

14 / 30

Reconnaissance Survey of road alignment in hilly road utilising existing forest cart 1.5 kms with use of ghat tracer (if found necessary), taking three dimensions of apexes including verification of type of land etc. complete. (With Chaining)

Km.

3910.00

3070.00

314

I.No.

Code

Description

Unit

Rate

Spec : As directed by Engineer in charge 15 / 30

Detailed survey of road in plain country including chaining and levelling with cross sections at every two chains inclusive of closing of survey each day. Spec : As directed by Engineer in charge

Km.

4100.00

2050.00

16 / 30

Detailed survey of road length where earthwork is partly done including chaining and levelling with cross sections at every two inclusive of closing survey each day. Spec : As directed by Engineer in charge

Km.

4350.00

2350.00

17 / 30

Detailed survey of road through hilly country taking cross section at every chains or as required including chaining , levelling and closing survey each day. Spec : As directed by Engineer in charge

Km.

7120.00

2625.00

18 / 30

Detailed survey of road through hilly country taking cross section at every chains as per desired including chaining ,levelling and closing survey each day utilising existing cart track. Spec : As directed by Engineer in charge

Km.

5240.00

2425.00

19 / 30

Providing and Fixing Wooden survey pegs including White washing etc. complete. Spec : As directed by Engineer in charge

No.

25.00

10.00

20 / 30

Carrying out catchment area traverse survey of minor stream ( not traceable in toposheet ) below 100 acres Spec : As directed by Engineer in charge

Km.

1365.00

640.00

21 / 30

Cutting down branches of trees , bushes etc. stacking the material neatly as directed ( For Motarable Road) Spec : As directed by Engineer in charge

Km.

5340.00

5340.00

22 a / 30

Providing detailed layout plan of area in Acre scale 1:500 including carrying out contour survey & detailed Engineering plane table Survey with the help of 20". The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building & distance from all corners taking trial pit 0.5x0.5x2.00 m.-2Nos. per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints.

6220.00

5037.00

315

I.No.

Code

Description

Unit

Rate

The contour levels shall be marked at 0.5. Meter intervals. Note:- The items includes1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3)Detailed Engineering Survey and contouring work of the terrain. 4)Plotting work. 5)Collection of Record. a) upto 1 Acre Spec : As directed by Engineer in charge 22 b / 30

Providing detailed layout plan of area in Acre scale 1:500 including carrying out contour survey & detailed Engineering plane table Survey with the help of 20". The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building & distance from all corners taking trial pit 0.5x0.5x2.00 m.-2Nos. per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints. The contour levels shall be marked at 0.5. Meter intervals. Note:- The items includes1)Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3)Detailed Engineering Survey and contouring work of the terrain. 4)Plotting work. 5)Collection of Record. b) Above Acre Spec : As directed by Engineer in charge

6820.00

5640.00

23 / 30

Reconnaisance survey including study of sheets,maps etc. for alignment including 3 dimension of appexes, fixing pegs,chain and compass or cross staff survey with LSection and cross section of alignment at every 30 m or at every change of indiviation which ever is less including fly levels at close of days,fixing apex and B.M. stones of size 0.20*0.20*0.75 m in 1:2:4 C.C. at every 200 m and preparation of alignment plans and all type of compliance if required from department. Spec : As directed by Engineer in charge

Km.

19640.00

9570.00

24 / 30

Preparation of detailed Plans and Estimates Of road including typing in 5 copies, ammonia prints, with colouring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from Department.

Km.

11780.00

10470.00

316

I.No.

Code

Description

Unit

Rate


Survey of C.D. works including taking Lsection of Road, catchment area plan by Traverse method and taking and trial pits of size 1.00 Mx1.00Mx1.50M including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. Spec : As directed by Engineer in charge

No.

9640.00

7250.00

26 / 30

Survey of Minor bridge including taking L section of existing road two defined cross sections one of U/s and one of D/s one vergin cross section on alternate proposed cross section and stream upto sufficient long with chain and compass taking three trial pits of size 1.00 x 1.00x3.0 m collecting samples of bed materials at size for ascertaining the silt factor unit test specific gravity from Govt. approved laboratories and preparation of detailed survey data submission of the porject duly typed colouring of the ammonia prints site pland and other drawing etc. complete if required form the Department. Spec : As directed by Engineer in charge

No.

45720.00

25070.00

27 / 30

Survey of major bridge including taking R.Mt. L-section of existing road two defined (one at U/S and one at D/s)one alternate proposed cross section stream upto sufficient length with chain and compass taking 5 trial pits three in bed two on banks of size 2.00x2.00x3.00m.for collecting samples at site for ascertaining the laboratories ( testing charges to be borne by the agency) and preparation of detailed survey data,submission of the project duly typed colouring of ammonia prints,site plan and other drawings etc.complete and all types of compliance if required from Department (Excluding taking trial bores and contouring) Spec : As directed by Engineer in charge

1343.00

846.00

28 / 30

Contour Survey of stream U/S and D/S Sq.Km. 76770.00 of proposed bridge site including levelling at every 30 X 30 m preparing contour map with Autocad prints etc.complete in 5 sets. Spec : As directed by Engineer in charge

317

48005.00

I.No.

Code

Description

Unit

Rate

29 / 30

Survey of raised Causeway including reconnaissance taking L section of existing road one defined one vergin one alternate proposed cross section and stream upto sufficient lengths with chain and compass taking two trial pits of size 2.00x2.00x3.00m.collecting samples at site ascertaining silt factor and preparation of detailed survey data, submission of the project duly typed colouring of the ammonia prints,site plan and other drawing etc.complete if required from Deparetment. Spec : As directed by Engineer in charge

No.

35480.00

16158.00

30 / 30

Preparation of detailed plans and estimates of Raise Causeway on the basis of the approved detailed survey data by competent authority including typing in 5 copies ammonia prints site plan other drawings with colouring of plans proper filling indexing and paging etc.complete and all types of compliance if required from Department. Spec : As directed by Engineer in charge

No.

8520.00

7760.00

31 / 30

Complete survey of stream having catchment area upto 1 sq. mile including catchment survey taking necessary L.S./C.S. and other details etc. complete. Spec : As directed by Engineer in charge

No.

6320.00

2860.00

32 / 30

Complete survey of stream having catchment area above 1 sq. Mile and upto 5 sq. Miles including taking necessary L.S./C.S. and other details etc. complete. Spec : As directed by Engineer in charge

No.

11930.00

7680.00

33 / 30

Reconnaissance survey of alignment in plain country for approaches to the bridge including taking three dimensions of apexes. ( Without chaining ) Spec : As directed by Engineer in charge

Km.

1250.00

1215.00

34 / 30

Fly levelling for carrying out bench mark. Spec : As directed by Engineer in charge

Km.

1025.00

680.00

35 / 30

Detailed survey of approaches including Chain and Compass survey along bridge alignment and approaches including closing each day work. Spec : As directed by Engineer in charge

Km.

2800.00

2100.00

36 / 30

Taking longitudinal section of streams extending upstream and downstream side of the bridge site, requisite number of

Km.

3450.00

2600.00

318

I.No.

Code

Description

Unit

Rate

cross section of the stream on either sides block contouring and other details etc. complete. ( Length of L.S. and C.S. for contouring to be worked out ) Spec : As directed by Engineer in charge 37 / 30

Demarcation of right of way (ROW) as per design using total station including calculation of co-ordinates of 30 Meter interval on both sides of road. Spec : As directed by Engineer in charge

Km.

7200.00

3750.00

38 / 30

Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment and village maps , area calculation, preparation of proposal, printing,binding, etc. complete and submission of 5 sets more ever liasoning and coordination with revenue authorities with compliance if any until finalisation of award including Joint measurement of the alignment. For new alignment. Spec : As directed by Engineer in charge

Km.

20300.00

8800.00

39 / 30

Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment and village maps , area calculation, preparation of proposal, printing,bindind, etc. complete and submission of 5 sets more ever liasoning and coordination with revenue authorities with compliance if any until finalisation of award including Joint measurement of the alignment. For existing alignment. Spec : As directed by Engineer in charge

Km.

16258.00

7126.00

40 / 30

Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter Row ,taking at least 10 spot levels per cross section,picking up all existing details inside the Row like electric telephone line encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing AutoCAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment Spec : As directed by Engineer in charge

Km.

28630.00

12870.00

319

I.No.

Code

Description

Unit

Rate

41 / 30

Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter Row ,taking at least 10 spot levels per cross section,picking up all existing details inside the Row like electric telephone line encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing AutoCAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. Spec : As directed by Engineer in charge

Km.

30200.00

14275.00

42 / 30

Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter Row ,taking at least 10 spot levels per cross section,picking up all existing details inside the Row like electric telephone line encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing AutoCAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Hilly Terrain NewAlignment Spec : As directed by Engineer in charge

Km.

39670.00

21490.00

43 / 30

Demarcation of Road boundry (ROW) including fixing theboundry stones at standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides Spec : As directed by Engineer in charge

Km.

35695.00

10680.00

44 / 30

Taking trial bores 75 to 100 mm for 53.0 R.Mt. to 88.9 mm core dia over burden ( by diamond drilling machine ) such as soil of all sorts, soft murum,hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of

1450.00

225.00

320

I.No.

Code

Description

Unit

Rate

work) . Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring office as directed. R.A.for 10.00 Rmt a) over burden 0 to 50 meter. Spec : As directed by Engineer in charge 45 / 30

Taking trial bores 75 to 100 mm for 53.0 R.Mt. to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 metre Spec : As directed by Engineer in charge

5960.00

270.00

46 / 30

Taking trial bores 75 to 100 mm for 53.0 R.Mt. to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Ax Bit 0 to 50 metre Spec : As directed by Engineer in charge

3360.00

270.00

47 / 30

Taking trial bores 75 to 100 mm for 53.0 R.Mt. to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample core sample serially on site of work and conveying the same to HQ of concernring office as directed. Other Rock with diamond drill. 0 to 50 metre Spec : As directed by Engineer in charge

2980.00

270.00

48 / 30

Providing tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc .complete. Spec :As directed by Engineer in charge.

No.

4430.00

1015.00

49 / 30

Providing and maintaining temparory platform of bore location in river bed in upto 1M of standing water of size 3.50 x 4.00 M by using sand bags in layer for

No.

10320.00

4720.00

321

I.No.

Code

Description

Unit

Rate

platform including all required materials labours etc. complete. Spec : As directed by Engineer in charge 50 / 30

Providing and maintaining temparory platform for erecting boring machined in river bed to the depth of standing water 1M to 2M of size 3.50 x 4.00 M by using 20 Nos. of M.S. empty barrels in M.S. frame made upto M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm size for anchoring platform include passage platform and enganging a labour etc. complete. 1 M to 2 M. Spec : As directed by Engineer in charge

No.

15150.00

4720.00

51 / 30

Providing and maintaining temparory platform for erecting boring machined in river bed to the depth of standing water 1M to 2M of size 3.50 x 4.00 M by using 20 Nos. of M.S. empty barrels in M.S. frame made upto M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm size for anchoring platform include passage platform and enganging a labour etc. complete. 2 M and Above. Spec : As directed by Engineer in charge

No.

16280.00

4720.00

52 / 30

Providing and maintaining temparory platform for inspection from one bank to another bank of bore location in river bed in all depth of standing water of size 1.30 x 2.00 M by using 4 Nos. of M.S. empty barrels in M.S. frame made up of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 1.30 x 2.00 x 0.03 M size including supplying of nylon rope 24 mm size and 300 M length of movement of platform enganging a labour on inspection days etc. complete. Spec :As directed by Engineer in charge.

No.

13835.00

6735.00

53 / 30

Conveying the boring machine and engine and all its accessories etc. to the site of the work and back including loading unloading etc. complete. Rate mechanical ( Note - Distance to be measured from the station of boring machine engine etc. of district head quarters to site of the work by short route)

Km.

67.00

10.00

322

I.No.

Code

Description

Unit

Rate


Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. Spec : As directed by Engineer in charge

Shift

4900.00

4900.00

55 / 30

Providing detailed reports of the inspection logging of drilled hole by observing visual description of data as per depth, thickness of layer, type of sample, wash sample, bore recovery type of drill etc. complete. Spec : As directed by Engineer in charge

No.

6900.00

0.00

56 / 30

Providing detailed geological reports of Report 28750.00 proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters. Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies. Spec : As directed by Engineer in charge

0.00

57 / 30

Preparing land plans and land schedule including carrying out plane table survey for Private / Forest land on both side of road in Rural and Urban areas. The work of plotting and certificate from T.I.L.R. or other authorities shall be obtained from correctness of prepared plans. Tracing ang taking out prints and preparing the requisite booklets duly bounds and printing with all materials etc. Three land plan booklets along with original tracing shall be supplied including procurement of village maps / forest land plane from concern authorities.Note : The item plane table includes following points 1 ) Carrying out plane table survey. 2) Plotting of duly surveyed area. 3) Collection of data from D.I.L.R. authorities and verification of survey maps by D.I.L.R. authorities . 4) Preparing three booklets of survey maps including taking out prints of survey maps, binding etc. 5) Carrying out plane table survey of the Private / Forest land along the road upto 30 meters on either side from the road centre. Spec : As directed by Engineer in charge

323

Km.

31590.00

10480.00

I.No.

Code

Description

Unit

Rate

58 / 30

Geometrical design of road horizontal and vertical curves at design speed specified by IRC including carrying out trail for optimising of civil cost minimising land acquisition and maximum use of existing facility and preparation of widening arrangement drawing for existing structres stake out date for horizontal alignment and working levels including superelevation effect etc. complete. Spec : As directed by Engineer in charge

Km.

9980.00

3760.00

59 / 30

Transfering and taking out design on coordinates of baseline on ground using nails for existing road surfaces and survey pegs for new alignments including taking out coordinates for horizontal curves at required interval of 50 meters etc. complete. ( Extra line such as right of way median edges to toe line not included). Spec : As directed by Engineer in charge

Km.

10420.00

4810.00

60 / 30

Preparation of roadway, drawing (Plan And Profile ) on computerising Autocad at required scale showing all topo feature and proposed construction details such as carriage way , median service road, toe line, retaining walls, cross drainage works, major structures, etc. complete. Including indexing, level tables, legend, basic information of project and design details etc. Spec : As directed by Engineer in charge

Km.

6060.00

4960.00

61 / 30

Preparation of Engineering drawing as strip plan, widening scheme, index / key map, typical cross section, retaining walls, road furniture, general arrangement drawings for bus bays / truck lay-bays / rest areas / toll plaza / booths / and type drawing of pipe/ slab drains etc. on computer using Auto CAD. Spec : As directed by Engineer in charge

Km.

6830.00

5700.00

62 / 30

Survey of C.D. works including taking LSection of road, catchment area plan by Traverse method and taking trial pits of size 1.50M x 1.50M x 1.50M including preparation of detailed plans and estimates in 5 copies and all types of compliance if required from the department. Spec : As directed by Engineer in charge

No.

6060.00

3840.00

63 a / 30

Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge

Km.

21590.00

15090.00

324

I.No.

Code

Description

Unit

Rate

including working levels at junctions as per IRC standards etc. complete. a) Major Junction Spec : As directed by Engineer in charge 63 b / 30

Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete. b) Minor Junction Spec : As directed by Engineer in charge

Km.

10790.00

7540.00

64 / 30

Preparaion of initial design of flyovers with preparing General Arrangement drawing with dimensions etc. complete and preparation of rough estimate for all components of bridge. Including supplying four copies of coloured drawings and copy of drawing on C.D. (excluding geotechnical and structural design part.) Spec : As directed by Engineer in charge

Km.

640.00

104.00

65 / 30

Preparation of draft / Final Report comprising of technical, financial economic feasibility and environmental aspects of the project including executive summary and detailed chapters on necessity and introduction of project existing and future traffic, design philosophy scope of work, summary of available cost estimates justification for rates adopted, key points of execution, salient features of the project, location of toll plaza, toll rate / policy to be adopted and specification of major construction items etc. in 8 copies having attractive cover and binding s directed by engineer in charge etc. complete. Spec : As directed by Engineer in charge

Km.

66 a / 30

Preparation of Autocad drawing with colour print for Building / Bridge / Road/ CD Works in required size etc. complete. A-0 Size Spec :As directed by Engineer in charge.

No.

3000.00

0.00

66 b / 30

Preparation of Autocad drawing with colour print for Building / Bridge / Road/ CD Works in required size etc. complete. A-1 Size Spec : As directed by Engineer in charge

No.

2500.00

0.00

66 c / 30

Preparation of Autocad drawing with colour print for Building / Bridge / Road/ CD Works in required size etc. complete. A-2 Size Spec : As directed by Engineer in charge

No.

2000.00

0.00

325

227800.00 157440.00

I.No.

Code

Description

Unit

Rate

67 a / 30

Autocad drawing colour print out for Building / Bridge / Road/ CD Works in required size etc. complete. A-0 Size Spec : As directed by Engineer in charge

No.

150.00

0.00

67 b / 30


No.

100.00

0.00

67 c / 30


No.

60.00

0.00

67 d / 30


No.

30.00

0.00

67 e / 30


No.

15.00

0.00

68 / 30

Deploying Automated Traffic Count post & classification system on Road (Two Lane) in both direction at designated traffic count post by using High Definition Cameras. Collecting the Non Editable Data In DVR System with necessary electronic and electrical arrangements or inventor of required capacity Classification of data as per vehicle category as required with the help of software and submitting the the reports to the concerned department in hard copies as well as in soft copy, including using necessary technical manpower etc. complete. Spec : As directed by Engineer in charge A) Upto 7 Days (Two Lane)

Day

28560.00

6435.00

B) Extra charges for every additional lane (If required)

Day

8612.00

687.00

C)For 8 to 15 Days 75% of the A+B (Add “B” If required) D) For Above 15 Days 55% of the A+B (Add “B” If required)

326

I.No.

Code

Description

Unit

Rate

Unit

Rate

MATERIAL RATES DSR For PUNE For Year 2016-2017 I.No.

Code

Description

Building (Bd-A : Excavation) 1

1 / 240

Blasting Powder

Kg.

94.00

2

2 / 240

Detonator

No.

14.00

3

3 / 240

Fuse

No.

14.00

4

4 / 240

Nipple For Fastening Detenator

No.

36.00

5

5 / 240

Noble Dynamite

Kg.

94.00

6

6 / 240

Red Tape Safety Fuse

R.Mt.

9.00

Per Box

95.00

Building (Bd-C : Structural Steel Work) 1

1 / 240

M.S.screws etc. 35mm dia. and 75mm long (100nos.)

2

2 / 240

Nut Bolts 16mm dia./Nails all size

Kg.

71.00

3

3 / 241

Nut Bolts washers 12mm dia. 45mm long

No.

12.00

4

4 / 241

Nut Bolts washers 12mm dia. 75mm long

No.

14.00

5

5 / 241

M.S. Locking Arrangement for gate

No.

692.00

Building (Bd-F : Reinforcement Cement concrete) 1

1 / 241

Binding Wire

Kg.

67.00

2

2 / 241

Centering Oil

Ltr.

8.00

3

3 / 241

Plastic Cover Block

No.

2.00

4

4 / 241

R.C.C.Jali 50mm thick

Sq.Mt.

519.00

5

5 / 241

Plastizer (Rheobuild) 825 RMt.

Ltr.

116.00

6

6 NEW / 242

Concrete Spacer Block 15 mm

No.

2.00

7

7 NEW / 242


No.

2.10

8

8 NEW / 242


No.

2.30

9

9 NEW / 242

Concrete Spacer Block 30 / 40 mm

No.

4.00

327

I.No.

Code

Description

Unit

Rate

Building (Bd-G : Brick Work) 1

1 / 241

Fire Bricks (Red)

No.

24.00

2

2 / 241

Ecolite of brick of size 625 x 240 x 230 cm

No.

150.00

3

3 / 241

Ecolite of brick of size 625 x 240 x 100 cm

No.

65.00

4

4 / 241

Jointing mortor for Ecolite brick.

Kg.

20.00

5 Building (Bd-H : Stone Masonry) 1

1 / 241

Corner stone 38*20*30cm

No.

67.00

2

2 / 241

Corner / Quions 30*20*30cm

No.

357.00

3

3 / 241

Face Stone / Trap Rubble

Cu.Mt.

113.00

4

4 / 241

Khandakies

No.

50.00

5

5 / 241

Pin Header (Standard Size)

No.

34.00

6

6 / 241

Quarry Spall, laterite upto 5kg (0.3*0.3*0.3)

No.

75.00

7

7 / 241

Quarry Spall (Trap Rubble)

No.

75.00

8

8 / 241

Through Stone Ordinary

No.

31.00

Building (Bd-I : Cement Concrete Stone Masonry) 1

1 / 241

Hollow Blocks C.C.0.2*0.2*0.4M

No.

31.00

2

2 / 241

Hollow Blocks C.C.0.1*0.2*0.4M

No.

25.00

3

3 / 241

Hollow Block C C 0.30 x 0.20 x 0.15

No.

34.00

Kg.

45.00

Building (Bd-J : Water Proofing) 1

1 / 241

Bitumen (Compound)

2

2 / 241

Brick bats

Cu.Mt.

253.00

3

3 / 241

Bitumen Felt (I.S.1322-1970) 20 Mtr. long

R.Mt.

1036.00

4

4 / 241

Polymerised Water proof Compound

Ltr.

116.00

5

5 / 242

Tar Paper

Sq.Mt.

49.00

6

6 / 242

Water proof compound I.S

Kg.

49.00

7

7 / 242

Tar Felt B.H.I.S.I.3mm thick

Sq.Mt.

83.00

8

8 / 242

Acrylic Polymer Modified waterproofing Powder

Kg.

138.00

328

I.No.

Code

Description

9

9 / 242

Acrylic Polymer Modified Liquid

10

10 / 242

Fibre Glass Mesh

Unit

Rate

Ltr.

160.00

Sq.Mt.

49.00

Building (Bd-K : Expansion Joint) 1

1 / 242

Polydee-TP40 Primer

Kg.

486.00

2

1 / 242

Polydee-TP40 Primer

Kg.

486.00

3

2 / 242

Polydee-TP42 Primer

Ltr.

172.00

4

3 a / 242

Polydee-LM.

R.Mt.

480.00

5

3 b / 242

Polydee-LM

Kg.

480.00

6

3 c / 242

Polydee-LM 150mm width

Kg.

512.00

7

4 / 242

Bituflex Cloesdcell foam 30x30 mm

R.Mt.

53.00

8

4 a / 242

AG 10 Granules

Kg.

16.00

9

5 / 242

Polydee-MC

Kg.

330.00

10

5 / 242

Polydee-41 sealant and polyseal

Kg.

745.00

11

6 / 242

Polydee-11

Kg.

1152.00

Building (Bd-L : Plastering and Pointing) 1

1 / 242

Neeru / Sanala

Kg.

6.00

2

2 / 242

White Putty (Cement)

Kg.

46.00

3

3 / 242

Texture Material

bags

950.00

Building (Bd-M : Paving,Flooring and Dado) 1

1 / 242

Rough Shahabad 25 to 30mm thick

Sq.Mt.

210.00

2

2 / 242

Rough Shahabad 40 to 45 mm thick

Sq.Mt.

244.00

3

3 / 242

Polished Shahabad 25 to 30mm thick

Sq.Mt.

242.00

4

4 / 242

Rough Shahabad 50 to 60mm thick

Sq.Mt.

292.00

5

5 / 242

Polished Shahabad 40 to 50mm thick For step

Sq.Mt.

395.00

6

6 / 242

Polished Shahabad Machine cut 25mm thick

Sq.Mt.

275.00

7

7 / 242

Polished Shahabad for step 25mm thick

Sq.Mt.

284.00

8

8 / 242

Tandoor Polished 25mm thick (Machine cut)

Sq.Mt.

344.00

9

9 / 242

Tandoor Polished 25mm thick (Hand Cut)

Sq.Mt.

292.00

10

10 / 242

Tandoor Polished for steps 25mm thisk

Sq.Mt.

372.00

329

I.No.

Code

Description

Unit

Rate

11

11 / 243

Black Kadappa (one side polish) (Machine cut) 25 mm thick

Sq.Mt.

393.00

12

12 / 243

Black Kadappa (one side polish) (Machine cut) 35mm thick

Sq.Mt.

443.00

13

13 / 243

Both Sides Polished Kadappa stone 25mm thick

Sq.Mt.

491.00

14

14 / 243

Kota stone (Machine cut) upto 25-30mm thick one side polished

Sq.Mt.

483.00

15

15 / 243

Kota stone (Hand cut) upto 25-30mm thick one side polished

Sq.Mt.

449.00

16

16 / 243

Kota stone for step polished) upto 25mm thick (1.2*0.3M)

Sq.Mt.

613.00

17

17 / 243

White glazed tiles 20 x 10 cm.

Sq.Mt.

340.00

18

18 / 243

Colour glazed tiles 20 x 20 cm.

Sq.Mt.

340.00

19

19 / 243

Ceramic tiles 20*20cm

Sq.Mt.

311.00

20

20 / 243

Ceramic tiles 30*30cm

Sq.Mt.

344.00

21

21 / 243

Ceramic tiles 395 x 395 x 7 mm

Sq.Mt.

395.00

22

22 / 243

Ceramic Antiskid Flooring Tiles 30 x 30 cm

Sq.Mt.

353.00

23

23 / 243

Ceramic Tiles for dado 30 cm x 30 cm

Sq.Mt.

344.00

24

24 / 243

Ceramic Tiles for dado 30 x 45 cm

Sq.Mt.

496.00

25

25 / 243

Ceramic Tiles for dado 30 x 60 cm

Sq.Mt.

638.00

26

26 / 243

Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm.

Sq.Mt.

380.00

27

27 / 243

Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm

Sq.Mt.

428.00

28

28 / 243

Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm

Sq.Mt.

485.00

29

29 / 243

Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm

Sq.Mt.

523.00

30

30 / 243

Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm

Sq.Mt.

699.00

31

31 / 243

Heavy duty interlocking concrete block 40mm thick gray 200kg/sq.cm

Sq.Mt.

290.00

32

32 / 243

Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm

Sq.Mt.

313.00

33

33 / 243

Telephone Black Granite

Sq.Mt.

2839.00

34

34 / 243

Green marble

Sq.Mt.

874.00

35

35 / 243

Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm

Sq.Mt.

601.00

330

I.No.

Code

Description

Unit

Rate

36

36 / 243

Vitrified matt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm

Sq.Mt.

869.00

37

37 / 243

Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm

Sq.Mt.

1105.00

38

38 / 243

Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm

Sq.Mt.

1397.00

39

39 / 243

Calcet Powder

Kg.

44.00

40

40 / 243

Black Oxide powder

Kg.

109.00

41

41 / 243

Fevi Matt Chemical 10 Kg Bag

bags

657.00

42

42 / 243

Marble chips

Kg.

42.00

43

43 / 243

Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm

Sq.Mt.

635.00

44

44 / 243

Tremix Treatment 100 mm thick

Sq.Mt.

97.00

45

45 / 243

Marble mosaic chequered tiles (gray)

Sq.Mt.

231.00

46

46 New / 243

Colour cement

Kg.

10.00

47

47 New / 243

Heavy Duty Designer come. tile for flooring

Sq.Mt.

840.00

48

48 New / 243

Heavy Duty Designer come. tile for Steps

Sq.Mt.

920.00

Building (Bd-N : Wood finish) 1

1 / 244

Bees wax

Kg.

124.00

2

2 / 244

Coal Tar

Kg.

25.00

3

3 / 244

Common Spirit

Ltr.

78.00

4

4 / 244

French Polish

Ltr.

124.00

5

5 / 244

Varnish

Ltr.

120.00

6

6 / 244

Malemaine Polish

Ltr.

699.00

7

999 DEL / C.C.T.W. Ballies 125 mm Diameter 999

R.Mt.

162.00

Building (Bd-O : Oil Painting) 1

1 / 244

Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark)

Ltr.

250.00

2

2 / 244

Synthetic paint (ready mix)

Ltr.

225.00

3

3 / 244

Catonic emulsion paint

Kg.

310.00

4

4 / 244

White oil paint 100ml pack tin

No.

33.00

5

5 / 244

Red Oxide paint

Ltr.

113.00

331

I.No.

Code

Description

Unit

Rate

6

6 / 244

Cement paint

Kg.

76.00

7

7 / 244

Steel Primer

Ltr.

124.00

8

8 / 244

Primer for plaster surface

Ltr.

115.00

9

9 / 244

Putty

Kg.

46.00

10

10 / 244

Boiled linseed oil

Ltr.

74.00

11

11 / 244

Linseed oil double boiled

Ltr.

128.00

12

12 / 244

Terpentine

Ltr.

59.00

13

13 / 244

Wood Primer

Ltr.

105.00

14

14 / 244

Brush for lettring

No.

35.00

15

15 / 244

Brush for road marking 5cm

No.

90.00

16

16 / 244

Brush for marking road 8cm

No.

179.00

17

17 / 244

Brush for road marking 10cm

No.

215.00

18

18 / 244

Lustre paint

Ltr.

225.00

19

19 / 244

Textured Synthetic paint

Ltr.

225.00

20

20 / 244

White lead paint

Kg.

275.00

21

999 DEL / Birla wall care putty 999

Kg.

50.00

Building (Bd-P : Colour,white washing,distempering) 1

1 / 244

Neel

Kg.

120.00

2

2 / 245

Oil bound distemper

Kg.

103.00

3

3 / 245

Red powder / Geru

Kg.

14.00

4

4 / 245

Saras

Kg.

59.00

5

5 / 245

Scrapping sand paper size (30 * 20cm)

No.

12.00

6

6 / 245

Dry distemper

Kg.

71.00

Building (Bd-Q : Wood work) 1

1 / 245

Ghana teak wood

Cu.Mt.

81164.00

2

2 / 245

Ghana teak wood

Cu.Mt.

81164.00

3

3 / 245

Teak Wood planks above 2.5 m length

Cu.Mt.

80500.00

4

4 / 245

Teak wood battens 50*25mm

R.Mt.

71.00

5

5 / 245

Teak wood bidding 1/2"*1/2"

R.Mt.

36.00

6

6 / 245

Teak wood batten 25 mm * 12 mm

R.Mt.

47.00

332

I.No.

Code

Description

Unit

Rate

7

7 / 245

Jungle wood (non teak) normal

Cu.Mt.

32309.00

8

8 / 245

Jungle wood (non teak) Hard

Cu.Mt.

32755.00

9

9 / 245

Bamboo 25mm dia.(4.5 to 6m)

No.

10.00

10

10 / 245

Bamboo 50mm dia.

No.

14.00

11

11 / 245

Bamboo Matting 1.2*1.8m

Sq.Mt.

51.00

12

12 / 245

Commercial ply - wood 4mm thick

Sq.Mt.

225.00

13

13 / 245

DECORATIVE Ply -veneer (1.20 *2.40mm)

Sq.Mt.

380.00

14

14 / 245

Ply wood 12mm thick

Sq.Mt.

495.00

15

15 / 245

Ply wood 9mm thick

Sq.Mt.

400.00

16

16 / 245

Ply wood 6mm thick

Sq.Mt.

360.00

17

17 / 245

Mica Laminate as per I.S.I. Standard 0.8MM thick

Sq.Mt.

350.00

18

18 / 245

Mica Laminate as per I.S.I. Standard 1.0MM thick

Sq.Mt.

315.00

19

19 / 245

Formica 1.5mm thick

Sq.Mt.

525.00

20

20 / 245

Face Vener Board 4mm thick

Sq.Mt.

750.00

21

21 / 245

Hard Board 6mm thick

Sq.Mt.

224.00

22

22 / 245

Laminated board single 6mm thick

Sq.Mt.

350.00

23

23 / 246

Laminated boare single10mm thick

Sq.Mt.

385.00

24

24 / 246


Sq.Mt.

420.00

25

25 / 246


Sq.Mt.

470.00

26

26 / 246

Laminated board double 6mm thick

Sq.Mt.

460.00

27

27 / 246


Sq.Mt.

450.00

28

28 / 246


Sq.Mt.

450.00

29

29 / 246


Sq.Mt.

455.00

30

30 / 246

Partical board B.W.P.Phinol bond 12mm thick

Sq.Mt.

410.00

31

31 / 246


Sq.Mt.

495.00

32

32 / 246


Sq.Mt.

585.00

33

33 / 246


Sq.Mt.

670.00

34

34 / 246

Fevicol / Vamicol

Kg.

188.00

333

I.No.

Code

Description

Unit

Rate

35

35 / 246

P.V.C.Hand rail 40mm dia.

R.Mt.

103.00

36

36 / 246

P.V.C.Hand rail 50mm dia.

R.Mt.

124.00

37

37 / 246

Rawal Plug

Per Box

29.00

38

38 / 246

Solid core shutter 35mm thick with commercial veneer facing and phenol bonded

Sq.Mt.

1100.00

39

39 / 246

Wooden peg

No.

6.00

40

40 a / 246 M.D.F.board baggasse based interior grade plain ( I.S.12406 - 2000 ) 9mm thick

Sq.Mt.

350.00

41

40 b / 246 M.D.F.board baggasse based interior grade plain ( I.S.12406 - 2000 ) 12mm thick

Sq.Mt.

425.00

42

40 c / 246 M.D.F.board baggasse based interior grade plain ( I.S.12406 - 2000 ) 18mm thick

Sq.Mt.

625.00

43

41 a / 246 Bagasse based plain partical board's interior grade ( I.S. 3087 - 2005 ) 9mm thick

Sq.Mt.

315.00

44

41 b / 246 Bagasse based plain partical board's interior grade ( I.S. 3087 - 2005 )12mm thick

Sq.Mt.

375.00

45

41 c / 246 Bagasse based plain partical board's interior grade ( I.S. 3087 - 2005 )18mm thick

Sq.Mt.

480.00

46

42 / 246

Stainless steel pipe hand rail 40mm dia (A grade pipe no. 304Q)

R.Mt.

1350.00

47

43 Aa / 246

Exterior Grade Plain Ecoboard - 09 mm thick

Sq.Mt.

400.00

48

43 Ab / 246


Sq.Mt.

410.00

49

43 Ac / 246


Sq.Mt.

450.00

50

43 Ad / 246


Sq.Mt.

530.00

51

43 Ae / 246


Sq.Mt.

580.00

52

43 Af / 246 Exterior Grade Plain Ecoboard - 25 mm thick

Sq.Mt.

650.00

53

43 Ag / 246


Sq.Mt.

830.00

54

43 Ah / 246


Sq.Mt.

930.00

55

44 Ba / 246

Exterior Grade One Side Laminated Ecoboard - 09 mm thick

Sq.Mt.

450.00

334

I.No.

Code

Description

Unit

Rate

56

44 Bb / 246


Sq.Mt.

470.00

57

44 Bc / 246


Sq.Mt.

515.00

58

44 Bd / 246


Sq.Mt.

580.00

59

44 Be / 246


Sq.Mt.

655.00

60

44 Bf / 246 Exterior Grade One Side Laminated Ecoboard - 25 mm thick

Sq.Mt.

755.00

61

44 Bg / 246


Sq.Mt.

910.00

62

44 Bh / 246


Sq.Mt.

993.00

63

45 Ca / 246

Exterior Grade Both Side Laminated Ecoboard - 09 mm thick

Sq.Mt.

490.00

64

45 Cb / 246


Sq.Mt.

525.00

65

45 Cc / 246


Sq.Mt.

580.00

66

45 Cd / 246


Sq.Mt.

628.00

67

45 Ce / 246


Sq.Mt.

695.00

68

45 Cf / 246 Exterior Grade Both Side Laminated Ecoboard - 25 mm thick

Sq.Mt.

790.00

69

45 Cg / 246

Sq.Mt.

972.00

70


R.Mt.

139.00

71

999 DEL / Partical board (Prelaminated) 12 mm 999 thick

Sq.Mt.

847.00

72

999 DEL / Teak wood planks 1 to 2 Mtr. length 999

Cu.Mt.

74208.00

73


R.Mt.

162.00

74

999 DEL / C.C.T.W. Ballies125 mm Diameter 999

R.Mt.

150.00


Building (Bd-R : Rofing and ceiling) 1

1 / 247

A.C.Corrugated sheet 6mm thick

Sq.Mt.

203.00

2

2 / 247

A.C. sheet (Trofford) 6mm thick

Sq.Mt.

244.00

3

3 / 247

A.C.Plane sheet 6mm thick

Sq.Mt.

173.00

4

4 / 247

A.C.Sheet ridge

Pair

194.00

335

I.No.

Code

Description

Unit

Rate

5

5 / 247

A.C.Gutter sheet ridge

R.Mt.

174.00

6

6 / 247

A.C.Sheet plain 4mm thick

Sq.Mt.

147.00

7

7 / 247

G.C.I. Sheet (Corrugated) 22 BWG

M.T.

70000.00

8

8 / 247

G.C.I. Sheet (Corrugated) 24 BWG

M.T.

70000.00

9

9 / 247

G.I. Sheet (plain) 22 BWG

Sq.Mt.

690.00

10

10 / 247

G.I. Sheet (plain) 24 BWG

Sq.Mt.

650.00

11

11 / 247

G.I.Washers

Kg.

59.00

12

12 / 247

G.I. J or L hooks 6 mm dia.

No.

9.00

13

13 / 247

Nails iron all size

Kg.

69.00

14

14 / 247

Mangalore tiles class AA

No.

28.00

15

15 / 247

Mangalore Ridge / Hip tiles

No.

28.00

16

16 / 247

Mangalore Glass tiles

No.

365.00

17

17 / 247

Mangalore Pattern cowl Ventilator

No.

69.00

18

18 / 247

Karva (for roof and sides 10kg bundle)

Bundle

23.00

19

19 / 247

G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet

Sq.Mt.

590.00

20

20 / 247

G.I. Pre coated Ridge Sheet

R.Mt.

610.00

21

21 / 247

Gypsum powder

Kg.

13.00

22

22 / 247

Aluminium Alloy plate 2mm thick

Sq.Mt.

410.00

23

24 / 247

Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable.

Sq.Mt.

17500.00

24

25 / 247

Corrugated sheet , 3mm thick , "Thrie" beam section railing

Kg.

79.00

25

26 New / 247

Plaster Of Paris

bags

110.00

26

27 New / 247

Decorative Board of Fibrous Plaster of Paris 12 to 15 mm

Sq.Mt.

330.00

27

28 New / 247

Accostic Board 12 mm thick

Sq.Mt.

535.00

28

29 New / 247

Gypsum Board 12.5 mm thick

Sq.Mt.

232.00

29

30 New / 247

G.I. Sections

Kg.

200.00

30

31 / 247

UPVC 3 layer trapezoidal 2.00 mm sheet

Sq.Mt.

750.00

336

I.No.

Code

Description

Unit

Rate

31

32 New / 247

Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured.

Sq.Mt.

950.00

32

33 New / 247

Bioguard Board 16 mm

Sq.Mt.

953.00

33

33 New / 247

Ultima tile

Sq.Mt.

1544.00

34

34 New / 247

Optra tile

Sq.Mt.

1419.00

35

35 New / 247

Metal tile 0.50 mm

Sq.Mt.

995.00

36

36 New / 247

Acoustical Board 16 mm Dune

Sq.Mt.

833.25

37

37 New / 247

Acoustical Board 16 mm fine

Sq.Mt.

674.10

38

38 New / 247

Light weight calcium silicate tiles of size 595x595 mm of Texture.

Sq.Mt.

1075.00

39

39 New / 247

Proflex Sheet

Kg.

88.00

40

40 New / 247

Turbo Ventilator 24" dia.

Sq.Mt.

19500.00

41

41 New / 247

Sky light 2 mm thick

Kg.

1230.00

42

42 New / 247

Light weight calcium silicate tiles of size 595x595mm of texture Spintone micro look edge.

No.

1075.00

43

43 New / 247

Hot dipped Glavanised steel main tee celing section of size 15mm x 42 mm x 0.40mm x 3mtr length

No.

170.00

44

44 New / 247

Hot dipped Glavanised steel perimeter wall angle size 24mm x0.4 mm x 3mtr length

No.

174.00

45

45 New / 247

Hot dipped Glavanised steel intermadiate cross tee section size 15mm x40mmx0.4mm x 1.2mtr length

No.

150.00

46

46 New / 247


No.

72.00

47

47 New / 247

Hanger rod 4mm thick

No.

7.00

48

48 New / 247

level Adjustment clip size 85x30x0.8mm

No.

6.00

49

49 New / 247

Dash fastener 12.5mm dia 50mm long

No.

48.00

50

50 New / 247

Soffit cleat 25mmx35mmx1.60mm

No.

3.00

337

I.No.

Code

Description

Unit

Rate

No.

0.55

51

51 New / 247

Screws with plastic rawl plugs 35mmx8mm

52

52 New / 247

Colour Coated Zincalume Sheet 0.5mm thick

R.Mt.

500.00

53

53 New / 247

Colour Coated Ridge

R.Mt.

400.00

54

54 New / 247

Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling

No.

950.00

55

55 New / 247

Hot dipped Glavanised steel main tee celing section of size 38mm x 0.33 mm x 3mtr length

No.

180.00

56

56 New / 247


No.

113.00

57

57 New / 247


No.

56.00

58

58 New / 247

Self driven Screw 65 mm.

No.

4.00

Building (Bd-T : Doors and windows) 1

1 / 248

Aldrop 300*16mm Chromium Plated

No.

420.00

2

2 / 248

Aldrop 250*16 mm Brass Chromium plated

No.

460.00

3

3 / 248

Brass Chromium plated box Aldrop 12 mm dia., 150 mm length

No.

490.00

4

4 / 248

Aldrop Aiuminium 300*16mm

No.

227.00

5

5 / 248

Aldrop Iron Oxidise 300*16mm

No.

215.00

6

6 / 248

Aldrop Brass Oxidise 300*16mm

No.

1175.00

7

7 / 248

Aldrop Stainless steel 300*16mm

No.

380.00

8

8 / 248

Aldrop Stainless steel 250*16 mm

No.

365.00

9

9 / 248

Brass Oxidissed handle 125mm

No.

142.00

10

10 / 248

Handle 125mm M.S. Chromium Plated

No.

60.00

11

11 / 248

Handle 150mm Brass Chromium plated (Rounded Shape)

No.

257.00

12

12 / 248

Handle 200mm Brass Chromium plated (Rounded Shape)

No.

325.00

13

13 / 248

Handle 150mm Stainless Steel (Rounded Shape)

No.

60.00

14

14 / 248

Handle 200mm Stainless Steel (Rounded Shape)

No.

93.00

15

15 / 248

Handle Alluminium 125 mm

No.

51.00

338

I.No.

Code

Description

Unit

Rate

16

16 / 248

Handle for steel window

No.

53.00

17

17 / 248

Handle Steel plated 100mm

No.

40.00

18

18 a / 248 Brass Oxidised Butt hinges 125mm 14 gauge

No.

244.00

19

18 b / 248 Brass Oxidised Butt hinges 100mm 14 gauge

No.

235.00

20

18 c / 248 Brass Oxidised Butt hinges 75mm 14 gauge

No.

200.00

21

19 a / 248 Brass Chromium Plated hinges 100mm length , 12 gauge

No.

179.00

22

19 b / 248 Brass Chromium Plated hinges 125mm length , 12 gauge

No.

225.00

23

20 a / 248 Iron hinges chromium plated 125mm

No.

38.00

24

20 b / 248 Iron hinges chromium plated 100mm

No.

23.00

25

20 c / 248 Iron hinges chromium plated 75mm

No.

20.00

26

21 a / 249 Hinges Steel plated 125mm

No.

62.00

27

21 b / 249 Hinges Steel plated 100mm

No.

53.00

28

21 c / 249 Hinges Steel plated 75mm

No.

38.00

29

22 a / 249 But Hinges Alluminium 125mm

No.

107.00

30

22 b / 249 But Hinges Alluminium 100mm

No.

90.00

31

22 c / 249 But Hinges Alluminium 90mm

No.

75.00

32

22 d / 249 But Hinges Alluminium 80mm

No.

40.00

33

23 i / 249

Brass Double Acting Spring Hinges 100 mm 14 guage

No.

780.00

34

23 ii / 249

Brass Double Acting spring Hinges 125mm 14 gauge

No.

1020.00

35

24 a / 249 G.I.Screw 125mm

Doz.

80.00

36

24 b / 249 G.I.Screw 100mm

Doz.

47.00

37

24 c / 249 G.I.Screw 75mm

Doz.

25.00

38

24 d / 249 G.I.Screw 50mm

Doz.

21.00

39

24 e / 249 G.I.Screw 25mm

Doz.

11.00

40

24 i / 249

Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty)

No.

60.00

41

24 ii / 249

Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty)

No.

80.00

42

25 a / 249 Brass Screws 100mm

Doz.

117.00

339

I.No.

Code

Description

Unit

Rate

43

25 b / 249 Brass Screws 75mm

Doz.

78.00

44

25 c / 249 Brass Screws 50mm

Doz.

60.00

45

25 d / 249 Brass Screws 25mm

Doz.

27.00

46

26 a / 249 Tower bolt brass oxidised 10mm dia.length 300mm

No.

394.00

47

26 b / 249 Tower bolt brass oxidised 10mm dia.length 250mm

No.

344.00

48

26 c / 249 Tower bolt brass oxidised 10mm dia.length 200mm

No.

300.00

49

26 d / 249 Tower bolt brass oxidised 10mm dia.length 150mm

No.

260.00

50

27 a / 250 Tower bolt Aluminium 10mm dia.length 300mm

No.

160.00

51

27 b / 250 Tower bolt Aluminium 10mm dia.length 250mm

No.

135.00

52

27 c / 250 Tower bolt Aluminium 10mm dia.length 200mm

No.

111.00

53

27 d / 250 Tower bolt Aluminium 10mm dia.length 150mm

No.

100.00

54

27 e / 250 Tower bolt Aluminium 10mm dia.length 75mm

No.

70.00

55

28 a / 250 Tower bolt M.S. Chromium plated 10mm dia,length 300mm

No.

70.00

56

28 b / 250 Tower bolt M.S. Chromium plated 10mm dia,length 250mm

No.

60.00

57

28 c / 250 Tower bolt M.S. Chromium plated 10mm dia,length 200mm

No.

55.00

58

28 d / 250 Tower bolt M.S. Chromium plated 10mm dia,length 150mm

No.

50.00

59

29 a / 250 Tower bolt Brass Chromium plated 150mm dia. 10mm

No.

139.00

60

29 b / 250 Tower bolt Brass Chromium plated 200mm dia. 10mm

No.

213.00

61

29 c / 250 Tower bolt Brass Chromium plated 250mm dia. 10mm

No.

306.00

62

29 d / 250 Tower bolt Brass Chromium plated 300mm dia. 10mm

No.

360.00

63

30 a / 250 Tower bolt Steel plated 10mm dia.length 300mm

No.

385.00

64

30 b / 250 Tower bolt Steel plated 10mm dia.length 250mm

No.

350.00

65

30 c / 250 Tower bolt Steel plated 10mm dia.length 200mm

No.

260.00

66

31 a / 250 Cold Rolled Steel Hollow Section Door

No.

1142.00

340

I.No.

Code

Description

Unit

Rate

frame 1829*762mm 67

31 b / 250 Cold Rolled Steel Hollow Section Door frame 1981*610mm

No.

1350.00

68

31 c / 250 Cold Rolled Steel Hollow Section Door frame 1981*762mm

No.

1420.00

69

31 d / 250 Cold Rolled Steel Hollow Section Door frame 1981*914mm

No.

1449.00

70

31 e / 250 Cold Rolled Steel Hollow Section Door frame 2057*1061mm

No.

1497.00

71

31 f / 250

Cold Rolled Steel Hollow Section Door frame 2057*762mm

No.

1420.00

72

31 g / 250 Cold Rolled Steel Hollow Section Door frame 1829*610mm

No.

1071.00

73

32 / 250

Aluminium stay 20cm

No.

65.00

74

33 / 250

Aluminium stay 25cm

No.

79.00

75

34 / 250

Aluminium stay 30cm

No.

85.00

76

35 / 250

Jali fly proof

Sq.Mt.

450.00

77

36 / 251

Jali chicken mesh

Sq.Mt.

46.00

78

36 a / 251 Jali welded mesh 25*25* 13 Guage

Sq.Mt.

180.00

79

36 b / 251 Jali welded mesh 25*25* 11 Guage

Sq.Mt.

248.00

80

36 c / 251 Jali welded mesh 50*25 13 Guage

Sq.Mt.

210.00

81

36 d / 251 Jali welded mesh 50*25 11 Guage

Sq.Mt.

225.00

82

36 e / 251 Jali welded mesh 50*50 13 Guage

Sq.Mt.

193.00

83

36 f / 251

Jali welded mesh 50*50 11 Guage

Sq.Mt.

208.00

84

37 / 251

Wire glass 6 mm thick

Sq.Mt.

760.00

85

38 / 251

X.P.M. 12mm * 18 gauge

Sq.Mt.

133.00

86

39 a / 251 Hold fast Iron 300*40*5mm

No.

29.00

87

39 b / 251 Hold fast for Steel gate

No.

50.00

88

40 a / 251 Sliding Door Bolt Brass Chromium plated 12mm dia. 200mm length

No.

167.00

89

40 b / 251 Sliding Door Bolt Brass Chromium plated 12mm dia. 250mm length

No.

200.00

90

40 c / 251 Sliding Door Bolt Stainless Steel 12mm dia. 200mm length

No.

87.00

91

40 d / 251 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length

No.

105.00

92

40 e / 251 Sliding door bolt Chromium plated 250mm

No.

200.00

341

I.No.

Code

93

40 f / 251

94

Description

Unit

Rate

No.

184.00

40 g / 251 Sliding door bolt Brass plated 250mm

No.

450.00

95

40 h / 251 Sliding door bolt steel plated 250mm

No.

157.00

96

40 i / 251

No.

580.00

97

41 a / 251 Glass plain 3mm

Sq.Mt.

340.00

98

41 b / 251 Glass plain 5mm

Sq.Mt.

440.00

99

42 a / 251 Glass obscured (bajara) 3mm

Sq.Mt.

280.00

100 42 b / 251 Glass obscured (bajara) 5mm

Sq.Mt.

450.00

Sliding door bolt Aluminium plated 250mm

Sliding door bolt Brass oxidised 300mm

101 43 / 251

Brass oxidised hooks and eyes 200mm

No.

67.00

102 44 / 251

Brass oxidised hooks and eyes 225mm

No.

80.00

103 45 / 251

Steel Plated hooks and eyes 100 mm

No.

75.00

104 46 / 252

Steel Plated hooks and eyes 200 mm

No.

82.00

105 47 / 252

Aluminium hooks and eyes 200 mm

No.

265.00

106 48 / 252

Chromium plated hooks and eyes 200 mm

No.

89.00

107 49 / 252

Commercial Core Flush Door 35 mm

Sq.Mt.

920.00

108 50 / 252

Bearing roller glazed window shutter

No.

103.00

109 51 / 252

Chain and Stopper Iron

No.

67.00

110 52 / 252

Stopper for steel window

No.

38.00

111 53 / 252

Chain and stopper Brass Chromium plated

No.

129.00

112 54 / 252

Chapras 100mm steel plated

No.

45.00

113 55 / 252

G.I. Nut Bolt

No.

3.00

114 56 / 252

G.I.Shoe 75mm to 100mm (18gauge)

No.

34.00

115 57 / 252

Steel plated latch 250mm long

No.

103.00

116 58 / 252

Housing box to rolling shutter

Sq.Mt.

1350.00

117 58 a / 252 Mechanical Gear For Rolling Shutter

No.

2184.00

118 59 / 252

Mortice lock superior

No.

1160.00

119 60 / 252

Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side

Sq.Mt.

897.00

120 61 / 252

Iron washer 12mm to 16mm

No.

6.00

342

I.No.

Code

Description

Unit

Rate

Plain aluminium sheet 24gauge (10'*4' of size)

Sq.Mt.

350.00

122 63 a / 252 Door Stopper Brass Oxidised

No.

179.00

123 63 b / 252 Door Stopper Stainless Steel

No.

99.00

124 63 c / 252 Door Stopper M.S. Chromium plated

No.

82.00

125 63 d / 252 Door Stopper Steel plated

No.

70.00

126 64 / 252

Hydraulic door closer.

No.

1121.00

127 65 / 252

Concealed Hydraulic door closer

No.

3480.00

128 66 / 252

Brass Chromium plated door eyes 180 degrees

No.

45.00

129 67 / 252

Brass Chromium plated door chain

No.

133.00

130 68 a / 253 Parliamentary Hinges Brass 125 mm

No.

480.00

131 68 b / 253 Parliamentary Hinges Brass 100 mm

No.

420.00

132 68 c / 253 Parliamentary Hinges Mild Steel 125 mm

No.

80.00

133 68 d / 253 Parliamentary Hinges Mild Steel 100 mm

No.

60.00

134 69 / 253

Alluminium Section

Kg.

296.00

135 70 / 253

Nylon / PVC Gasket

R.Mt.

40.00

136 71 / 253

Rubber Lining

R.Mt.

16.00

137 72 / 253

Ball bearing 18 mm diameter

No.

97.00

138 73 / 253

Alluminium Screw 32 x 6 mm, 25 x 6 mm

Doz.

14.00

139 74 / 253

Concealed locking arrangement of 100 mm length for sliding window

No.

97.00

140 75 / 253

Alluminium Grill 7.50 mm thick

Sq.Mt.

20.00

141 76 / 253

Alluminium pad handle 150 mm dia

No.

225.00

142 77 / 253

Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark

No.

3310.00

143 78 / 253

Hydraulic floor spring heavy duty ( 90 Kg capacity) ISI mark

No.

3100.00

144 79 / 253

Locking arrangement for alluminium openable door

No.

560.00

145 80 / 253

Mild Steel C.P. Aldrop 300 x 16 mm dia

No.

220.00

146 81 / 253

Iron Oxidized Handle 125 mm length

No.

60.00

147 82 / 253

Iron Oxidized sliding door bolt 200 mm length, 12 mm dia

No.

67.00

148 83 / 253

Powder Coating of aluminium section

Sq.Mt.

580.00

121 62 / 252

343

I.No.

Code

Description

Unit

Rate

149 84 / 253

Powder and Chemicals for colour anodizing process of alluminium sections

Kg.

120.00

150 85 New / 253

Aluminium Sheet 24 B.W.G

Sq.Mt.

378.00

151 86 New / 253

Lock for Sliding Shutter

No.

125.00

152 87 New / 253

All Bearing Roller

No.

94.00

153 88 New / 253

All Frame Rail Angle

Kg.

317.00

154 89 New / 253

Welding Electrodes

No.

9.00

155 90 New / 253

M.S. Angle / Flat

Kg.

80.00

156 91 New / 253

C.R.C. Sheet

Sq.Mt.

560.00

157 92 New / 253

Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation

No.

640.00

158 93 New / 253

Puff Insulation 35-40 Kg/Cumt. Density

Kg.

280.00

159 94 New / 253

Hinges Steel 125mm

No.

38.00

160 95 New / 253

Hinges powder coated 125mm

No.

89.00

161 96 New / 253

Hinges Steel 100mm

No.

26.00

162 97 New / 253


No.

75.00

163 98 New / 253

Hinges Steel 75mm

No.

18.00

164 99 New / 253


No.

65.00

165 100 New / G.I.Precoated trapezoidal zinc coated 253 sheets 0.50mm thick

Sq.Mt.

310.00

166 101 New / M.S. Tube 19 x 19 mm x 19 gauge 253

R.Mt.

270.00

167 102 New / M.S. Tube 15 x 15 mm x 19 gauge 253

R.Mt.

220.00

No.

56.00

169 104 New / PVC Door Shutter 29 mm thick Factory 253 Made Shutter

Sq.Mt.

3268.00

170 105 New / PVC Door Shutter 34 mm thick Factory 253 Made Shutter

Sq.Mt.

3913.00

171 106 New / FRP Door Shutter 30 mm thick Factory 253 Made Shutter

Sq.Mt.

2497.00

168 103 New / M.S.C.P. Tower Bolt 200mm 253

344

I.No.

Code

Description

Unit

Rate

172 107 New / FRP Door Shutter 35 mm thick Factory 253 Made Shutter

Sq.Mt.

3550.00

173 108 New / P.V.C. Gasket for Glass 253

R.Mt.

44.00

174 109 / 253 Bison Pannel

Sq.Mt.

484.00

No.

14.00

176 116 New / P.V.C. Sheet 5 mm 253

R.Mt.

130.00

177 117 New / Flush Door 30 mm 253

Sq.Mt.

1078.00

178 118 New / P.V.C. Sheet Moulded 2mm 253

Sq.Mt.

83.00

179 119 New / P.V.C. Sheet Predominated 2mm 253

Sq.Mt.

184.00

180 120 New / Modiband 253

Kg.

93.00

181 121 New / Feviquick 253

Ltr.

380.00

182 122 New / Flambloc GS10 Rretardant 254

Kg.

1351.00

183 123 New / Flambloc 200 Rretardant 254

Kg.

1550.00

184 124 New / Flambloc 500 Rretardan 254

Kg.

1900.00

185 125 New / Flambloc 700 Rretardant 254

Kg.

1204.00

186 126 New / PVC factory made solid panel door 254 shutter with stainless steel fixutres & fastening

Sq.Mt.

3790.00

187 127 New / PVC factory made flush door 30 mm with 254 stainless steel fixutres & fastening

Sq.Mt.

3612.00

188 128 New / Squatta & Plate 254

No.

1200.00

189 999 / 248 Handle Aluminium 125mm

No.

65.00

R.Mt.

100.00

191 999 DEL / Hyddrulic door closer heavy duty 999

No.

1200.00

192 999 DEL / Handle Ornamental Brass 999

No.

340.00

193 999 DEL / Polycarbonate sheet 3 mm Solid 999

Sq.Mt.

1022.20

194 999 DEL / Polycarbonate sheet 6 mm hollow 999

Sq.Mt.

451.90

175 115 New / G.I.Hook 25mm 253

190 999 DEL / Stainless Steel pipes 40 mm 999

345

I.No.

Code

Description

Unit

Rate

195 999 DEL / Sliding door bolt Chromium plated 999 250mm

No.

250.00

196 999 DEL / Stainless Steel Hinges - 75mm 14 gauge 999 (Heavy Duty)

No.

200.00

197 999 DEL / Aldrop Stainless steel 300 mm length 999

No.

368.00

198 999 DEL / Acrylic Plain Sheet 4 mm 999

Sq.Mt.

99.00

199 999 DEL / M.S. Ventilator Shutter & frame 50 999 Kg/sq.mtr/

Sq.Mt.

1231.00

200 999 DEL / Stainless Steel pipes 50 mm 999

R.Mt.

3785.00

201 999 DEL / Meta colour sheet 999

Sq.Mt.

2500.00

202 999 DEL / Bison Pannel 6 mm 999

Sq.Mt.

290.00

203 999 DEL / Acrylic Plain Sheet 3 mm 999

Sq.Mt.

1080.00

204 999 DEL / Bison Pannel 12 mm 999

Sq.Mt.

545.00

Building (Bd-V : Water supply and sanitory fittings) 1

1 / 253

G.I. Pipe 100mm dia. Medium type

R.Mt.

730.00

2

2 / 253

G.I. Pipe 100mm dia. Heavy type

R.Mt.

870.00

3

3 / 253


R.Mt.

80.00

4

4 / 254


R.Mt.

90.00

5

5 / 254


R.Mt.

103.00

6

6 / 254

G.I. Pipe 20mm dia.Heavy type

R.Mt.

116.00

7

7 / 254


R.Mt.

150.00

8

8 / 254


R.Mt.

175.00

9

9 / 254


R.Mt.

189.00

10

10 / 254

G.I. Pipe 32mm dia.Heavy type

R.Mt.

228.00

11

11 / 254


R.Mt.

215.00

12

12 / 254


R.Mt.

262.00

13

13 / 254


R.Mt.

301.00

14

14 / 254


R.Mt.

371.00

15

15 / 254


R.Mt.

385.00

16

16 / 254


R.Mt.

475.00

346

I.No.

Code

Description

Unit

Rate

17

17 / 254


R.Mt.

501.00

18

18 / 254


R.Mt.

594.00

19

18 NEW / 268

PVC Nahani Trap 75 mm

No.

105.00

20

19 / 254

G.I.Clamps 100mm to 150mm

No.

24.00

21

19 NEW / 268

PVC Nahani Trap 150 mm

No.

157.00

22

20 / 254


No.

14.00

23

20 NEW / 268

Anglo Indian W.C. Pan White

No.

3450.00

24

21 / 254


No.

14.00

25

21 NEW / 268

Anglo Indian W.C. Pan Colour

No.

5145.00

26

22 / 254

G.I.Fixtures

Kg.

53.00

27

22 NEW / 268

P.V.C. Cowl 100 mm

No.

98.00

28

23 / 254

G.I.Screws 30mm

No.

3.00

29

23 NEW / 268

Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap

No.

1210.00

30

24 / 254

G.I.Screws 40mm

No.

4.00

31

24 NEW / 268

Ultra 250 mm.dia. uPVC Cover & Frame

No.

479.00

32

25 / 254

G.I.Union 25mm dia.

No.

22.00

33

25 NEW / 268

Ultra 450 mm dia. Polypropylene multiple inlet Inspection chamber base

No.

1990.00

34

26 / 254

Gully trap cover with frame

No.

188.00

35

26 NEW / 268

Shaft pipe 450 mm dia, 460 mm height of HDPE material

No.

2750.00

36

27 / 254

Gun Metal stop tap with crutch wheel 20mm

No.

190.00

37

27 NEW / 268

R.C.C. Cover & Frame 175 KG.

No.

1787.00

38

28 / 254

Gun metal stop tap with crutch wheel 25mm

No.

235.00

39

28 NEW / 268

Ultra 600 mm dia.polypropylene 315 mm St. through,600 mm inbuilt shaft chamber

No.

8560.00

40

29 / 254

GI.Wire bolt 30 x1.6cm

No.

26.00

41

29 NEW / 268

Shaft pipe 250 mm dia, 470 mm height of uPVC material

No.

465.00

347

I.No.

Code

Description

Unit

Rate

42

30 / 254


No.

166.00

43

30 NEW / 268

Ultra 600 mm.dia. SFRC Cover & Frame

No.

9200.00

44

31 / 255


No.

200.00

45

31 NEW / 268

uPVC Eccentric reducer 250 x 200 mm

No.

919.00

46

32 / 255


No.

230.00

47

32 NEW / 268


No.

745.00

48

33 / 255


No.

213.00

49

33 NEW / 268


No.

920.00

50

34 / 255

R.C.water tank 1.2mtr.dia. (2.5m length)

No.

8700.00

51

34 NEW / 268


No.

2920.00

52

35 / 255

One piece molded water tank H.D.P. Container Syntex or alike (above 1000 ltr.)

Ltr.

9.00

53

35 NEW / 268

uPVC Blanking Plug 110 mm

No.

39.00

54

36 / 255

One piece molded water tank H.D.PContainer Syntex or alike (upto 1000 ltr.)

Ltr.

8.00

55

36 NEW / 268

uPVC Blanking Plug 160 mm

No.

83.00

56

37 / 255

C.I.Bend 75mm dia.

No.

260.00

57

37 NEW / 268

uPVC Coupler 110 mm click ring type

No.

156.00

58

38 / 255

C.I.Bend 100mm dia.

No.

295.00

59

38 NEW / 268


No.

287.00

60

39 / 255

C.I.Bip tap 12mm

No.

50.00

61

39 NEW / 268


No.

620.00

62

40 / 255

C.I.Grating 150mm dia.

No.

70.00

63

40 NEW / 268

uPVC 90 degree bend

No.

185.00

64

41 / 255


No.

35.00

348

I.No.

Code

65

41 NEW / 268

66

Description

Unit

Rate

uPVC Insitu Adapter 110 mm (F)

No.

327.00

42 / 255


No.

30.00

67

42 NEW / 268

uPVC Insitu Adapter 160 mm (F)

No.

520.00

68

43 / 255

C.I.Brackets

Pair

140.00

69

43 NEW / 268

uPVC Bend 87.5 degree 110 mm CR

No.

192.00

70

44 / 255

C.I.Collers 100mm dia.

No.

250.00

71

44 NEW / 268

Rubber lubricant

Ltr.

146.00

72

45 / 255

C.I.Copllers 75mm dia.

No.

220.00

73

45 NEW / 268

Eco- drain 110 mm SN 8 Nu- Drain Upvc pipes

R.Mt.

254.00

74

46 / 255

C.I.Cover 45*30 cm with frame

No.

780.00

75

46 NEW / 268


R.Mt.

430.00

76

47 / 255

C.I.Cowl / Vent 100mm dia.

No.

350.00

77

47 NEW / 268


R.Mt.

669.00

78

48 / 255


No.

410.00

79

48 NEW / 268

Bracket D type C. P.

No.

50.00

80

49 / 255


No.

270.00

81

49 NEW / 268

Water jet with accessories

No.

470.00

82

50 / 255

C.I.Hinged Cover with frame

No.

560.00

83

50 NEW / 268

Ultra Shaft 250x470mm

No.

471.00

84

51 a / 255 C.I.Man hole cover 50 kg.

No.

2550.00

85

51 b / 255 C.I.Man hole cover 75 kg.

No.

2600.00

86

51 c / 255 C.I.Man hole cover 100 kg.

No.

2900.00

87

51 d / 255 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m)

No.

6100.00

88

51 New / 268

Aluminium Stay 25cm.

No.

74.00

89

52 / 255

C.I.Nahani trap 100mm dia.(375mm long)

No.

500.00

90

52 New / 268

Solution

Kg.

50.00

349

I.No.

Code

Description

Unit

Rate

91

53 / 255

C.I.Nahani trap 75 to 80mm dia.(375mm long)

No.

390.00

92

53 New / 268

P.V.C. bib tap 15 mm dia.

No.

120.00

93

54 / 255

C.I.100*75*300 long arm (wt. 6kg)nahani trap

No.

610.00

94

54 New / 268

P.V.C. Two way bib tap 15 mm dia.

No.

210.00

95

55 / 255

C.I.Soil pipe 100mm dia.

R.Mt.

900.00

96

55 New / 268

P.V.C. push bottom type cock 15 mm dia.

No.

65.00

97

56 / 256

C.I.Soil pipe 150mm dia.

R.Mt.

1500.00

98

56 New / 268

P.V.C. wall sink type tap 15 mm dia.

No.

385.00

99

57 / 256

C.I,Soil pipe 75 to 80mm dia.

R.Mt.

750.00

100 57 a / 256 C.I.Rain water pipe 75mm dia.

R.Mt.

760.00

101 57 b / 256 C.I.Rain water pipe 100mm dia.

R.Mt.

890.00

102 57 c / 256 C.I.Rain water pipe 150mm dia.

R.Mt.

1550.00

103 57 New / 268

P.V.C. Jet spray 15 mm dia.

No.

220.00

104 58 / 256

C.I.Shoe 75 mm dia.

No.

250.00

105 58 New / 268

1.5 m long pipe for jet spray.

No.

75.00

106 59 / 256

C.I. Shoe 100 mm dia.

No.

318.00

107 59 New / 268

P.V.C. right angle stop tap 15 mm dia.

No.

105.00

108 60 / 256

C.I.Shoe 150mm

No.

720.00

109 60 New / 268

P.V.C. pillar tap 15 mm dia.

No.

180.00

110 61 / 256

Ball cock 15mm dia.P.V.C.FLOAT

No.

163.00

111 61 New / 268

European type wall long white water closer

No.

7500.00

112 62 / 256


No.

278.00

113 62 New / 268

Push valve 32 mm size of Jagvar male

No.

2000.00

114 63 / 256


No.

524.00

115 63 New / 268

Chromium plated coupling bottle Trap CERA company

No.

320.00

116 64 / 256


No.

580.00

350

I.No.

Code

Description

Unit

Rate

Kg.

1400.00

R.Mt.

166.00

117 64 New / 268

Araldite adhesive

118 65 / 256

Bib stop cock tap brass heavy 15mm

119 66 / 256

Bib cock cock stop tap brass heavy 20mm

No.

208.00

120 67 / 256

Bib cock cock stop tap brass heavy 25mm

No.

276.00

121 68 / 256

Bib tap 12mm brass medium

No.

151.00

122 68 a / 256 Colour wash hand basin 55*40cm

No.

1200.00

123 68 b / 256 Colour wash hand basin 63*45cm

No.

1750.00

124 68 c / 256 White glazed wash basin 45*30cm

No.

500.00

125 68 d / 256 White glazed wash hand basin 55*50cm

No.

950.00

126 68 e / 256 P.V.C. flexible Waste Pipe 32 mm dia

No.

60.00

127 68 F / 256 White Glazed Wash Hand Basin 63 x 45 cm

No.

1000.00

128 69 / 256

Sink white glazed 45*20*30cm

No.

1000.00

129 70 / 256

Pedestal for wash basin (standard size)

No.

995.00

130 71 / 256

C.C.Septic tank 0.9m dia.(2.5m long)

No.

9000.00

131 72 / 256

C.C.Septic tank 1.20m dia.(2.5m long)

No.

10800.00

132 73 / 256

C.I.Steps for manhole

No.

70.00

133 74 / 256

C.I.Cover with frame (Gully trap)

No.

280.00

134 75 / 256

C.I.Plug Bend 150MM dia.

No.

577.00

135 76 / 256

Clamp for G.I.pipe 25mm

No.

11.00

136 77 / 257

Colour European type W.C.Pan

No.

1600.00

137 78 / 257

Earopean type glazed W.C.pan

No.

1350.00

138 79 / 257

W.C.PAN 64 CM.1st class with tap

No.

1305.00

139 80 / 257

W.C.PAN 68 CM.1st class with tap (Orissa)

No.

1390.00

140 81 / 257

W.C.PAN Coloured glazed 64CM.(Orissa)

No.

1350.00

141 82 / 257

W.C.PAN White glazed 58 CM.Indian

No.

895.00

142 83 / 257

W.C.PAN White glazed 64 CM (Orissa)

No.

1210.00

143 84 / 257

W.C.PAN White glazed 57.50 CM (Orissa)

No.

1260.00

144 85 / 257

W.C.PAN with P trap 685mm

No.

953.00

351

I.No.

Code

Description

Unit

Rate

145 86 / 257

Fibre flushing tank for W.C.

No.

1260.00

146 87 / 257

Flushing tank automatic Urinal 10ltr. C.I.

No.

1340.00

147 88 / 257

Flushing tank automatic Urinal 5ltr. (P.V.C.)

No.

890.00

148 89 / 257

Low level flush pr. St. 10ltr.

No.

1105.00

149 90 / 257

Flat back Urinal

No.

900.00

150 91 / 257

Stall Type Urinal

No.

1150.00

151 92 / 257

Lipped type Urinal

No.

675.00

152 92 a / 257 Coloured glazed full stall Urinal

No.

3700.00

153 92 a / 261 Bleaching Powder

Kg.

70.00

154 92 b / 261 Potassium Permanganate

Kg.

425.00

155 92 c / 261 Nylon Brush

No.

62.00

156 92 d / 261 Duster

No.

51.00

157 92 e / 261 Plastic Bucket

No.

130.00

158 92 f / 261

Kg.

65.00

R.Mt.

35.00

160 92 h / 261 Kharata

No.

34.00

161 93 / 257

Wheel stop tap brass 15mm

No.

175.00

162 94 / 257


No.

225.00

163 95 / 257


No.

290.00

164 96 / 257

Socket brass for 32mm tap

No.

60.00

165 97 / 257


No.

72.00

166 98 / 257


No.

87.00

167 99 / 257


No.

105.00

168 100 / 257 Socket for 100mm tap

No.

110.00


No.

27.00


No.

32.00


No.

37.00


No.

42.00


No.

50.00


No.

80.00

Coir

159 92 g / 261 Gunny Cloth

352

I.No.

Code

Description

Unit

Rate


No.

105.00


No.

125.00

177 109 / 258 Socket for G.I.PIPE 150mm tap

No.

130.00

178 110 / 258 Span Yarn

No.

80.00

179 111 / 258 Strainer for 100mm

No.

560.00


No.

198.00


No.

225.00


No.

368.00


No.

66.00


No.

72.00


No.

87.00

186 118 / 258 Stone ware pipe 100mm dia.

R.Mt.

80.00


R.Mt.

154.00


R.Mt.

250.00

189 121 / 258 Stone ware glazed pipe half round 100mm dia.

R.Mt.

68.00

190 122 / 258 Stop tap brass with crunch wheel 15mm dia.

No.

128.00

191 123 / 258 Towel rod with clamps 16mm dia.

No.

135.00

192 124 / 258 Mirror 40*50cm. With plastic frame

No.

390.00

193 125 / 258 Brass T Thimble Socket 32mm dia.

Pair

120.00

194 126 / 258 Brass wheel stop tap 32mm dia.

No.

470.00


No.

525.00


No.

560.00


No.

580.00


No.

686.00

199 131 / 259 Half turn flush cock 25mm dia.

No.

345.00

200 132 / 259 8 CM dia.M.S.TUBE 40 to 65 cm long

No.

105.00

201 133 / 259 10 CM dia.M.S.TUBE 40 to 65 cm long

No.

123.00

202 134 / 259 12mm flexble inlet pipe connection

No.

53.00

R.Mt.

49.00

203 135 / 259 Alkathene pipe 40mm dia.Heavy type black pipe for Drainage

353

I.No.

Code

Description

Unit

Rate

204 136 / 259 A.C.Air extractor 45cm dia.

No.

2500.00

205 137 / 259 Bell mouth cover 100mm dia.

No.

66.00

206 138 / 259 Box chamber with lock 0.6*0.45m

No.

120.00

207 139 / 259 Brass nozzle pillar tap 12mm

No.

177.00

208 140 / 259 Black bakelite seat to european closer

No.

250.00

209 141 / 259 Concussion push button type gun metal tap 15 to 25mm dia.

No.

97.00

210 142 / 259 Coupling cast Iron 100mm dia.

No.

168.00

211 143 / 259 Coupling cast Iron 80mm dia.

No.

114.00

212 144 / 259 Chromium plated 12mm dia.bib cock

No.

87.00

213 145 / 259 Chromium plated brass fountain jet

No.

137.00

214 146 / 259 Chromium plated brass No.plate(60*60*1.5mm)

No.

61.00

215 147 / 259 Chromium plated brass No.plate(95*40*1.05mm)

No.

70.00

216 148 / 259 C.I.Tee

No.

270.00

217 149 / 259 C.I.Trap grating 15*10 cm

No.

140.00

218 150 / 259 C.I.Y junction 100mm dia.

No.

510.00


No.

846.00


No.

350.00

221 153 / 259 Enameled bend 40mm dia.

No.

27.00

222 154 / 259 Ferrul for C.I.pipr 100mm

No.

252.00

223 155 / 259 White glazed foot rest chequred 25*10 cm

Pair

139.00

224 156 / 259 Half round earthware pipe 100mm(60cm long)

No.

44.00

225 157 / 259 Half round earthware pipe 150mm(60cm long)

No.

40.00

226 158 / 260 Jute Rope

Kg.

66.00

227 159 / 260 Half round chaina ware pipe 100mm(60cm long)

No.

40.00

228 160 / 260 Half round chaina ware pipe 75mm(60cm long)

No.

53.00

229 161 / 260 B.R.C.Fabric 5mm thick

Sq.Mt.

182.00

230 162 / 260 Lead pipe 12mm dia.

R.Mt.

185.00

231 163 / 260 Lead pipe 25mm dia.

R.Mt.

245.00

354

I.No.

Code

Description

Unit

Rate

232 164 / 260 Lead pipe 32mm dia.

R.Mt.

270.00

233 165 / 260 Lead pipe 40mm dia.

R.Mt.

307.00

234 166 / 260 Lead plate

Kg.

90.00

235 167 / 260 Mohagani seat with lid

No.

381.00

236 168 / 260 Mosquito proof coupling

No.

47.00

237 169 / 260 Non-return valve 15mm for water meter

No.

212.00


No.

281.00


No.

275.00

240 172 / 260 Piller tap 12mm dia.chromium plated heavy

No.

190.00

241 173 / 260 P.Trap and lead pipe upto 40mm dia.

No.

183.00

R.Mt.

37.00

243 175 / 260 Rubber Incertion

Kg.

72.00

244 176 / 260 Rubberised adhesive

Ltr.

234.00

245 177 / 260 Salt glazed stone ware gully trap (150*150mm)

No.

109.00

246 178 / 260 Self project tap brass chromium plated 15mm

No.

93.00

247 179 / 260 Sewer trap

No.

320.00

248 180 / 260 Shower rose chromium plated brass 10cm

No.

114.00

249 181 / 260 P.V.C. pipe 15mm dia.10kg pressure(class IV)

R.Mt.

20.00


R.Mt.

27.00


R.Mt.

45.00


R.Mt.

50.00


R.Mt.

70.00


R.Mt.

105.00


R.Mt.

112.00

256 188 / 261 P.V.C. pipe 75mm dia.4 kg pressure(class II)

R.Mt.

111.00

257 188 a / 261 P.V.C. 75 mm Soil Pipe 6 Kg Pressure

R.Mt.

156.00

242 174 / 260 Rubber gasket (25, 28 and 20 cm)

355

I.No.

Code

Description

Unit

Rate

258 189 / 261 P.V.C. pipe 90mm dia.4 kg pressure(class II)

R.Mt.

154.00

259 190 / 261 P.V.C.pipe 110mm dia.4kg.pressure (class II)

R.Mt.

207.00

260 190 a / 261 P.V.C. 110 mm Rain Water Pipe 6Kg Pressure

R.Mt.

223.00

261 190 b / 261 P.V.C. 110 mm Soil Pipe 6 Kg Pressure

R.Mt.

340.00


R.Mt.

265.00


No.

289.00

264 192 a / 261 P.V.C.pipe 160mm dia.Soil Pipe

R.Mt.

559.00

265 192 b / 261 P.V.C.pipe 160mm dia. Rain Water Pipe

R.Mt.

550.00

266 193 / 261 P.V.C.Socket 15mm dia.

No.

14.00

267 194 / 261 P.V.C.Socket 20mm dia.

No.

18.00

268 195 / 261 P.V.C.Socket 25mm dia.

No.

26.00

269 196 / 261 P.V.C.Socket 32mm dia.

No.

36.00

270 197 / 261 P.V.C.Socket 40mm dia.

No.

51.00

271 198 / 261 P.V.C.Socket 50mm dia.

No.

70.00

272 199 / 261 P.V.C.Socket 60mm dia.

No.

85.00

273 200 / 261 P.V.C.Flushing tank (12 ltr. Capacity)

No.

1200.00

274 201 / 261 Flush valve 32mm dia.

No.

1300.00

275 202 / 261 Bottle track chromium plated 32mm dia.

No.

495.00

276 203 / 261 Ferocret tank

Ltr.

7.00

277 204 / 261 Stainless Steel sink of size 600*510*200mm of nirali or equivalent make

No.

6000.00

278 205 / 261 C.P.pillar cock jaquar make continental (Cat.No. CON-011)

No.

684.00

279 206 / 261 C.P.pillar cock (ISI) jaquar make continental

No.

780.00

280 207 / 261 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON021)

No.

860.00

281 208 / 261 C.P.Bib cock (ISI) jaquar make continental (Cat.No. CON-037)

No.

635.00

282 209 / 261 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039)

No.

660.00

356

I.No.

Code

Description

Unit

Rate

283 210 / 261 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041)

No.

850.00

284 211 / 262 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON047)

No.

660.00

285 212 / 262 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049)

No.

720.00

286 213 / 262 C.P.Angular stop cock jaquar make continental (Cat.No. CON-053)

No.

620.00

287 214 / 262 C.P.Angular stop cock long thread jaquar make continental (Cat.No. CON-055)

No.

675.00

288 215 / 262 C.P.angular stop cock with wall flange jaquar make continental (Cat.No. CON059)

No.

635.00

289 216 / 262 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B)

No.

2250.00

290 217 / 262 C.P.wall mixer with telephone shower arragnement only but without teltphone shower crutch jaquar make continental (Cat.No. CON-217)

No.

2500.00

291 218 / 262 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219)

No.

2250.00

292 219 / 262 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267)

No.

2860.00

293 220 / 262 C.P.wall mixer with provision for overhead shower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR)

No.

2970.00

294 221 / 262 C.P.sink mixer with swinging casted spout (wall mounted) jaquar make continental (Cat.No. CON-309)

No.

2250.00

295 222 / 262 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B)

No.

2250.00

296 223 / 262 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON347)

No.

1100.00

297 224 / 262 C.P.sink cock with raised 'J' shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON359)

No.

1240.00

357

I.No.

Code

Description

Unit

Rate

298 225 / 262 C.p.shower arm 190mm long light body with wall flange jaquar make continental (Cat. No. SHA - 477)

No.

420.00

299 226 / 262 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081)

No.

1690.00

300 227 / 263 C.P.Towel rail 24" jaquar make continental (Cat. No. ACN 1111N )

No.

1000.00

301 228 / 263 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N )

No.

850.00

302 229 / 263 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 )

No.

875.00

303 230 / 263 C.P.soap dish (polyurethane) jaquar make continental (Cat. No. AQN 7733 )

No.

930.00

304 231 / 263 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751 )

No.

870.00

305 232 / 263 C.P.Toilet rack 24"with lower hanger jaquar make continental (Cat. No. ACN 1181N )

No.

2500.00

306 233 / 263 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563 )

No.

1100.00

307 234 / 263 C.P.Pillar cock jaquar make queen's collection (quarter turn fitting) (Cat. No. QQT 7011 )

No.

1225.00

308 235 / 263 C.P.Bib cock with wall flange aqua make queen's collection (quarter turn fitting) (Cat. No. QQT7037 )

No.

1230.00

309 236 / 263 C.P.2-way bib cock with wall flange aqua make queen's collection (quarter turn fitting) (Cat. No. QQT 7041 )

No.

1680.00

310 237 / 263 C.P.Angular stop cock with wall flange aqua make queen's collection (quarter turn fitting) (Cat. No. QQT 7053 )

No.

1190.00

311 238 / 263 C.P.central hole basin mixer with regular spout without popup waste system with 450mm long braided hoses jaquar make queen's collection (quarter turn fitting) (Cat. No. QQT 7167bB )

No.

3150.00

312 239 / 263 C.P.central hole basin mixer with regular spout with popup waste system with 450mm long braided hoses jaquar make queen's collection (quarter turn fitting) (Cat. No. QQT 7169b )

No.

3610.00

313 240 / 263 C.P.central hole basin mixer with small spout without popup waste system with 450mm long braided hoses jaquar make queen's collection (quarter turn fitting) (Cat. No. QQT 7171B)

No.

2700.00

358

I.No.

Code

Description

Unit

Rate

314 241 / 263 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutch jaquar make queen's collection (quarter turn filling) (Cat. No. QQT 7217 )

No.

3400.00

315 242 / 263 C.P.wall mixer non-telephonic shower system jaquar make queen's collection (quarter turn filling) (Cat. No. QQT 7219 )

No.

3125.00

316 243 / 263 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queen's collection (quarter turn filling) (Cat. No. QQT 7267)

No.

3720.00

317 246 / 264 Hydraulic door closer

No.

705.00

318 247 / 264 CPCV pipe 15mm dia.

R.Mt.

51.00

319 248 / 264 CPCV pipe 20mm dia.

R.Mt.

85.00

320 249 / 264 CPCV pipe 25mm dia.

R.Mt.

125.00

321 250 / 264 CPCV pipe 32mm dia.

R.Mt.

188.00

322 251 / 264 CPCV pipe 40mm dia.

R.Mt.

250.00

323 252 / 264 CPCV pipe 50mm dia.

R.Mt.

410.00

324 253 / 264 Coupling for 15mm dia.

No.

8.00


No.

10.00


No.

19.00


No.

31.00


No.

53.00


No.

117.00

330 259 / 264 Elbow 90 Degree for 15mm dia.

No.

10.00


No.

15.00


No.

28.00


No.

51.00


No.

86.00


No.

193.00

336 265 / 264 Tee for 15mm dia.

No.

12.00

337 266 / 264 Tee for 20mm dia.

No.

20.00

338 267 / 264 Tee for 25mm dia.

No.

37.00

359

I.No.

Code

Description

Unit

Rate

339 268 / 264 Tee for 32mm dia.

No.

60.00

340 269 / 264 Tee for 40mm dia.

No.

103.00

341 270 / 264 Tee for 50mm dia.

No.

348.00

342 271 / 265 End cap for 15mm dia.

No.

6.00


No.

9.00


No.

14.00


No.

25.00


No.

37.00


No.

82.00

348 277 / 265 Ball cock for 15mm dia.

No.

390.00


No.

540.00


No.

570.00


No.

1270.00


No.

1950.00

353 282 / 265 Ball valves for 50mm dia.

No.

2700.00

354 283 / 265 Male adapter (Brass Threads) for 15mm dia.

No.

135.00


No.

165.00


No.

267.00


No.

540.00


No.

670.00


No.

1280.00

360 289 / 265 Male adapter (Plastic Threads) for 15mm dia.

No.

10.00


No.

14.00


No.

23.00


No.

32.00


No.

48.00

360

I.No.

Code

Description

Unit

Rate


No.

98.00

366 295 / 265 Female adapter (Brass Threads) for 15mm dia.

No.

135.00


No.

171.00


No.

229.00


No.

550.00


No.

620.00


No.

1160.00

372 301 / 266 Female adapter (Plastic Threads) for 15mm dia.

No.

12.00


No.

20.00


No.

31.00

375 304 / 266 Union for 15mm dia.

No.

86.00

376 305 / 266 Union for 20mm dia.

No.

115.00

377 306 / 266 Union for 25mm dia.

No.

158.00

378 307 / 266 Union for 32mm dia.

No.

260.00

379 308 / 266 Union for 40mm dia.

No.

295.00

380 309 / 266 Union for 50mm dia.

No.

440.00

381 310 / 266 Cross for 15mm dia.

No.

27.00

382 311 / 266 Cross for 20mm dia.

No.

57.00

383 312 / 266 Step over Bend 15mm dia.

No.

19.00

384 313 / 266 Step over Bend 20mm dia.

No.

34.00

385 314 / 266 Tee holder for 15mm dia.

No.

7.00

386 315 / 266 Tee holder for 32mm dia.

No.

9.00

387 316 / 266 End plug threaded for 15mm dia.

No.

10.00

388 317 a i / 266

R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg

No.

2140.00

389 317 a ii / 266

R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg

No.

1360.00

390 317 b i / 266

R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg

No.

2000.00

361

I.No.

Code

Unit

Rate

R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg

No.

999.00

392 318 i / 267 I.S.I.Ferrul Connection15mm dia.

No.

430.00

393 318 ii / 267 I.S.I.Ferrul Connection 20mm dia.

No.

680.00

394 318 iii / 267

I.S.I.Ferrul Connection 25mm dia.

No.

1200.00

395 318 iv / 267


No.

1900.00

396 318 v / 267 I.S.I.Ferrul Connection 40mm dia.

No.

2800.00

397 318 vi / 267

No.

4772.00

398 319 / 267 Water meter 15 mm diameter

No.

1190.00


No.

1810.00


No.

3250.00


No.

3780.00


No.

8550.00


No.

10000.00


No.

14831.00

405 329 / 267 Non return Valve 40 mm diameter

No.

440.00


No.

3290.00


No.

4700.00


No.

6650.00

409 333 New / Colour Wash Hand Basin 0.45 x 0.30 267

No.

900.00

410 334 New / White Glaze Earth Sink 0.6 x 0.2 x 0.45 267

No.

1200.00

411 335 New / Clamp for G.I.pipe 200mm 267

No.

68.00

412 336 New / Earopean type glazed W.C.pan 68cm 267

No.

1500.00

413 337 New / Earopean white glazed earthen ware 267 closet pan

No.

1150.00

R.Mt.

168.00

415 339 New / Bath stone trap 0.6*0.6*0.45m 259

No.

60.00

416 339 New / P.V.C. Connector. 15 mm dia 267

No.

91.00

391 317 b ii / 266

Description


414 338 New / P.V.C. Nahni Trap 267

362

I.No.

Code

Description

Unit

Rate

417 999 / 260 Piller tap 12mm dia.chromium plated light

No.

1890.00

418 999 DEL / Low level flushing cistern 999

No.

858.00

419 999 DEL / Upvc sanitary pipes all 20 mm dia. 999

R.Mt.

64.00


R.Mt.

475.00

421 999 DEL / Bib cock stop tap brass heavy 15mm 999

No.

245.00

422 999 DEL / Stainless Steel sink of size 610 x 460 x 999 200 mm of nirali or equivalent make

No.

6.00


R.Mt.

312.00

424 999 DEL / W.C.PAN Colour glazed 57.50 CM 999 (Orissa)

No.

1320.00

425 999 DEL / Piller cock mixer & Angle cock 999

No.

375.00


R.Mt.

96.75


R.Mt.

47.50

428 999 DEL / Cement 999

bags

270.00


R.Mt.

159.00


R.Mt.

223.65

431 999 DEL / Stainless Steel sink of size 470 x 420 x 999 178 mm of nirali or equivalent make

No.

2120.00

432 999 DEL / Bib cock Long Arm 999

No.

618.75

433 999 DEL / Bottletrap wash basin 32 mm Cromium 999 Plated

No.

750.00

R.Mt.

113.25

434 999 DEL / Upvc sanitary pipes all 32 mm dia. 999 Building (Bd-W : Miscellaneous) 1

1 / 267

Barbed Wire

Kg.

80.00

2

2 / 267

Chunam / White lime Powder

Kg.

16.00

3

3 / 267

Coir String

Kg.

95.00

4

4 / 267

Copper Plate

Kg.

390.00

5

5 / 267

Copper upper terminal (Lightening)

Kg.

380.00

6

6 / 267

Copper Tape width 25mm*3mm thick

Kg.

395.00

363

I.No.

Code

Description

Unit

Rate

Sq.Mt.

185.00

M.T.

9500.00

Sq.Mt.

78.00

Kg.

200.00

7

7 / 268

Cripped wire 3' - 0" , 4' - 0" and 5' - 0" wide

8

8 / 268

Maxphalt

9

9 / 268

Mosquito proof Nylone net

10

10 / 268

Nylone Rope

11

11 / 268

Tarat 36" width (Gunny cloth)

R.Mt.

30.00

12

12 / 268

Glass Brick

Sq.Mt.

1950.00

13

13 / 268

Tatti

Sq.Mt.

18.00

14

14 New / 268

T.W. Bullies 100 mm dia Upto 3.50 Mtr

R.Mt.

615.00

15

15 New / 268

Aluminium Strips 50 mm x 3 mm

R.Mt.

65.00

16

16 New / 268

Clorophyriphoas

Ltr.

240.00

17

17 New / 268

D.D.V.P.

Ltr.

340.00

18

18 New / 268

Malathion

Ltr.

170.00

19

19 New / 268

Pine Oil

Ltr.

75.00

20

20 New / 268

Thermocol

Sq.Mt.

2600.00

21

21 New / 268

Concentina Coil Wire

R.Mt.

325.00

22

22 New / 268

Lightening Conductor

No.

8500.00

23

23 New / 268

Chain link 3' - 0" , 4' - 0" and 5' - 0" wide

Sq.Mt.

172.00

24

24 New / 268

Salt

Kg.

13.00

25

25 New / 268

S. S. Pipe

Kg.

225.00

26

26 New / 268

S. S. Anchor fasteners with done Nut

No.

100.00

27

27 New / 268

Stainless steel Screw

No.

25.00

28

28 New / 268

10 mm thick toughened glass

Sq.Mt.

800.00

29

29 New / 268

40 mm Dia. 1.5 mm thick top rail 10 m length (10 x 1.75kg)

Kg.

225.00

30

999 DEL / Rustonil - Rust Removal cum phosphatic 999 Agout

Ltr.

12.00

364

I.No. 31

Code

Description

999 DEL / Polysafe - plastone (Patent No. 57) 999

Unit

Rate

Ltr.

760.00

Roads (SWR: Survey) 1

1 New / 270

Ammonia (A1)

Set

40.00

2

2 New / 270

Ammonia (A2)

Set

20.00

3

3 New / 270

Chain Compass & Tape

Set

310.00

4

4 New / 270

Binding bookiets (Spiral)

No.

50.00

5

5 New / 270

Boundry Stone required for 1 km

No.

410.00

6

6 New / 270

Fixture & Fasting

No.

26.00

7

7 New / 270

Pad lock

No.

35.00

8

8 New / 270

Sand required for filling

Cu.Mt.

400.00

9

9 New / 270

Casing For Bore

R.Mt.

559.00

10

10 New / 270

A0 Size 910 x 1100

No.

150.00

11

11 New / 270

A1 Size 910 x 609

No.

100.00

12

12 New / 270

A2 Size 609 x 420

No.

60.00

13

13 New / 270

A4 Size 297 x 210

No.

15.00

14

13 New / 270

A3 Size 420 x 297

No.

30.00

15

15 New / 270

Testing for soil

No.

1500.00

16

16 New / 270

Trial pit (1 x 1 x 1.5 = 1.5 Cum.) = 1.5 x rate of DSR Item of excavation in soil / hard murum.

No.

125.00

17

17 New / 270

Trial bore

No.

800.00

18

18 New / 270

Bore log Report

No.

10000.00

19

19 New / 270

Geological Report

No.

40000.00

20

20 New / 270

Travelling expenses for visiting Mumbai

Day

2000.00

21

21 New / 270

Procurement of 7/12 Duc. from revenue authorities

No.

21.00

365

I.No.

Code

Description

Unit

Rate

22

22 New / 270

Xeroxing

No.

2.00

23

23 New / 270

Rotring Pen

No.

1000.00

24

24 New / 270

Ammonia Printing

No.

80.00

25

24 New / 270

Ammonia Printing

No.

80.00

26

25 New / 270

Installation of tower post for holding camera

Set

4000.00

27

26 New / 270

Installation of temporary works room

No.

20000.00

28

27 New / 270

Cable-BNC cable 305 meter length for camera

No.

12000.00

29

28 New / 270

Collection of last 3 years sale deed (50 Nos. sale deed will be per year & each sale deed will be 5 pages)

No.

40.00

30

29 New / 270

Collection of Ready Reckner

No.

10.00

31

30 New / 270

Scanning & Digitization of Village map

No.

1550.00

32

31 New / 270

Typing of Sale Deed

No.

150.00

33

31 New / 270

Collection of 7/12 abstract

No.

25.00

34

32 New / 270

Typing of Proposal Note

No.

150.00

35

33 New / 270

Xeroxing of 5 Copies ( 150 pages Sale Deed + 2 pages Ready Reckner+20 pages Note+ 50 nos. 7/12 abstract

No.

1.00

36

34 New / 270

Printing the proposal in 5 sets

No.

2.00

37

35 New / 270

Printing of A-0 Size Drawing

No.

1000.00

38

36 New / 270

Stationery and material (Oil paint, Nails, Field book)

No.

500.00

39

37 New / 270

Computer Stationary

No.

100.00

40

38 New / 270

Arrangements for the site visit

Day

1500.00

41

39 New / 270

Transportation for traffic count

Km.

100.00

42

40 New / 270

A0 Size 910 x 1100 Preparing Drg. on AutoCAD

No.

3000.00

43

41 New / 270


No.

2500.00

366

I.No.

Code

Description

Unit

Rate

44

42 New / 270


No.

2000.00

45

999 DEl / 999

Installation of tower post for holding camera

Set

4000.00

Roads (Rd

: Road Works)

1

1 / 268

R.C.C.Boundary stone 75*20*15cm

No.

408.00

2

2 / 268

R.C.C.Guard stone (Standard Size )

No.

408.00

3

2 / 268

Trap Guard Stone

No.

110.00

4

3 / 268

R.C.C.Kilometer Stone

No.

1688.00

5

3 / 268

R.C.C. Fifth Kilometer Stone

No.

2132.00

6

4 / 268

Laterite Oversize Metal

Cu.Mt.

530.00

7

5 / 268

Laterite Rubble on Quarry

Cu.Mt.

300.00

8

6 / 268

Laterite Stones 45*22*20 cm

No.

140.00

9

7 / 268


No.

150.00

10

8 / 268


No.

200.00

11

9 / 268

Trap metal 40mm blasted

Cu.Mt.

580.00

12

10 / 268

Trap metal 40mm un-blasted

Cu.Mt.

530.00

13

11 / 268

Bitumen primer

Ltr.

100.00

14

12 / 268

Fire wood

Qtl.

315.00

15

13 / 268

Solvent

Ltr.

18.00

16

14 / 268

Gravel at nalla bed

Cu.Mt.

267.00

17

15 / 268

Delinators from ISI Certified firm as per the standard drawing given in IRC 79

Each

829.00

18

16 / 268

Hot applied thermoplastic compound

Ltr.

89.00

19

17 / 268

LDO

Ltr.

35.49

20

18 / 268

Reflectorising glass beads

Kg.

82.00

21

19 / 268

Traffic cones with 150 mm reflective sleeve

No.

815.00

22

23 New / 268

Stoving Paint

Ltr.

747.00

23

25 New / 268

Protective Transperent Coat

Ltr.

884.00

24

26 New / 268

Retroreflective Paint Tape

Sq.Cm.

1.10

25

27 New / 268

Survey Kit

No.

400.00

367

I.No.

Code

Description

Unit

Rate

No.

200.00

Sq.Mt.

1500.00

26

28 New / 268

Stationary Kit

27

29 New / 268

Aluminum Sheet 14 B.W.G.

28

30 New / 268

TFI-5300 Woven Flat Tape of Polypropylene geotextile minimum width of 5 meter Type-I

No.

91.00

29

31 New / 268

TFI-5300 Woven Flat Tape of Polypropylene geotextile minimum width of meter Type-II

No.

81.00

30

32 New / 268

TFI-5300 Woven Flat Tape of Polypropylene geotextile minimum width of meter Type-III

No.

75.00

31

33 New / 268

Fibre glass geogrid minimum width of 2.5 meter / 5 meter

Sq.Mt.

92.00

32

34 New / 268

Fibre glass geogrid minimum width of 2.5 meter / 5 meter 50Kn x 50kn

Sq.Mt.

92.00

33

35 New / 268

Fibre glass geogrid minimum width of 2.5 meter / 5 meter 100Kn x 100kn

Sq.Mt.

167.00

34

36 New / 268

Dumpy Level with staff

Set

500.00

35

36 New / 268

Ranging Rod (6 Nos)

Set

240.00

36

36 New / 268

Size is 1m (length) x 1m (width) x 0.5m (Height) Refer DWG No. for exact size and Sq.m. of mesh

Sq.Mt.

209.00

37

37 New / 268

Flag

No.

30.00

38

38 New / 268

R.C.C.Guard stone(Standard Size) Concrete Block for 1:2:4 0.15*0.15*.60

No.

625.00

39

39 New / 268

Glass Jar

No.

100.00

40

40 New / 268

Wooden Peg

No.

8.00

41

41 New / 268

Empty HDPE Drum of 200 Ltr Capacity

No.

600.00

42

42 New / 268

Auto cad Printing

No.

80.00

43

43 New / 268

Wooden planks

Cu.Mt.

32309.00

44

44 New / 268

Shingle

Cu.Mt.

400.00

45

45 New / 268

Plane Table

No.

600.00

46

46 New / 268

Village Maps

No.

229.00

368

I.No.

Code

Description

Unit

Rate

47

47 New / 268

50 Micron Film

No.

2000.00

48

48 New / 268

Procurement of village maps lumsum

No.

229.00

49

49 New / 268

Verification Survey Maps lumsum

No.

229.00

50

50 New / 268

Bore log Report

No.

6900.00

51

51 New / 268

Geo Technical Report

No.

28750.00

52

52 New / 268

Lime Powder

Cu.Mt.

12.00

53

53 New / 368

Paint

Cu.Mt.

242.00

Cu.Mt.

1420.00

Roads (Rd: Road Furniture) 1

1 New / 280

M-30 Grade Cement concrete Rate as per Item no. 20/25

2

2 New / 280

Steel Bars reinforcement rate as per item no. 32/24

M.T.

56270.00

3

3 New / 280

Painting two coats with synthetic enamel paint

No.

260.00

4

4 New / 280

Printing letters & Figures of any shade with synthetic enamel paint of any approved colour to give an even shade

No.

80.00

5

5 New / 280

White Wash

No.

2.50

6

6 New / 280

Retroreflective Tape (Engg Gr.)

Sq.Mt.

1500.00

7

7 New / 280

Retroreflective Tape (High Int Type IV)

Sq.Mt.

2000.00

8

8 New / 280

Retroreflective Tape (High Int Type XI)

Sq.Mt.

4300.00

9

9 New / 280

Alluminium Composite Panel 3mm thick

Sq.Mt.

1815.00

10

10 New / 280

Oil Paint

Ltr.

747.00

11

11 New / 280

Structural Steel, Iron post of 50x50x5mm size 3.65m long nut bolts and ribit

Sq.Mt.

39000.00

12

12 New / 280

Structural Steel, Angle Iron frame of 35x35x5mm and Iron post of 65x65x6mm size 3.65m long nut bolts and ribit

Sq.Mt.

39000.00

13

13 New / 280

Structural Steel, Iron frame of 40x40x5mm and two Iron post of 65x65x6mm size 3.65m long nut bolts and ribit

Sq.Mt.

39000.00

369

I.No.

Code

Description

Unit

Rate

14

14 New / 280

Mild Steel Sheet Angle Iron

M.T.

39000.00

15

15 New / 280

Road Stud

Each

281.00

16

16 New / 280

Median Marker

Each

400.00

17

16 New / 280

Fixing, 3 component Epoxy

Each

33.00

18

17 New / 280

1 Kit Epoxy Adhesive for 40 piece application - (Hardener , Epoxy and Quartz sand in the ratio 1:2:4)

Each

1125.00

19

17 New / 280

High quality Nails, 4 per marker

Each

15.00

20

18 New / 280

Drill Bits, (1 Bit for 40 Drills ie 10 markers)

Each

4.00

21

19 New / 280

Emulsion pressure distributor

Hour

662.00

22

20 New / 280

Retro Reflective Sheeting Flexible Prismatic sheeting with aluminium foil conforming to Type VI

Sq.Mt.

5490.00

23

21 New / 280

Epoxy Adhesive for edge sealing application - (Hardener , Epoxy and Quartz sand in the ratio 1:2:4)

Sq.Mt.

538.00

24

22 New / 280

Primer application for better adhesion

Sq.Mt.

215.00

25

23 New / 280

Masking tape for edge sealing application

Sq.Mt.

161.00

26

24 New / 280

Delineator with installation Kit

Each

2475.00

27

25 New / 280

Installation cost soil Excavation, refillling, PCC concrete M20 Grade

Each

562.00

28

26 New / 280

Solar RPm

Each

2362.00

29

27 New / 280

Fixing, 3 component Epoxy Resin, Hardener, Filler

Each

60.00

30

28 New / 280

Cleaning & Processing Charges

Each

60.00

Roads (MORT & H Bituminous Construction) 1

1 / 270

Fly Ash confirming to IS: 3812 (part II and I) at MHP Plant / Batching Plant / Crushing Plant

Cu.Mt.

114.00

2

2 / 270

Filter media / filter material as per table 300 - 3 (MORT&H Specifications)

Cu.Mt.

395.00

3

3 / 270

AC pipe 100 mm dia

R.Mt.

116.00

4

4 / 270

Alluminium alloy plate 2 mm thick

Sq.Mt.

457.00

370

I.No.

Code

Description

Unit

Rate

Sq.Mt.

15500.00

5

5 / 270

Alluminium sheeting sheet with encapsulated lense type reflective sheeting including 2% towards towards lettering, cost of angle iron, cost of drilling holes, nuts bolts etc and signs as applicable.

6

6 / 270

Bearing (Cost of fix point bearing 250 MT)

No.

34535.00

7

8 / 270

Bearing ( Elastomeric bearing assembly consisting of 7 internal layers of elastomar bounded to 6 nos internal reinforcing steel laminate by the process of vulcanisation).

No.

16900.00

8

9 / 270

Bearing ( Forged steel roller bearing of 250 tonne)

No.

131850.00

9

10 / 270

Bearing ( Pot type bearing assembly consisting of a metal piston supported by a disc PTFE pads 250 MT

No.

49780.00

10

11 / 270

Bearing (PTFE sliding plate bearing assembly of 80 tonnes) ( polytetra fluoro ethylene)

No.

17040.00

11

12 / 270

Bearing (Supply of fixed pot bearing of 80 tonnes)

No.

10800.00

12

13 / 271

Bentonite

Kg.

29.00

13

15 / 271

Electric detonators @ 1 detonator for 1/2 preparing epoxy mortar

1000 Nos.

1280.00

14

16 / 271

Epoxy Compound with accessories for preparing epoxy mortar

Kg.

460.00

15

17 / 271

Epoxy primer .

Kg.

590.00

16

18 / 271

Gelatine 80%

Kg.

100.00

17

19 / 271

Geo grids

Sq.Mt.

326.00

18

20 / 271

Geomembrance

Sq.Mt.

620.00

19

21 / 271

Geonets

Sq.Mt.

221.00

20

22 / 271

Geotextiles

Sq.Mt.

111.00

21

23 / 271

Geotextiles filter fabric

Sq.Mt.

111.00

22

24 / 271

G.I. Bolt 10 mm dia

No.

14.00

23

25 / 271

Grouting pump with agitator

Hour

89.00

24

26 / 271

Helical pipes 600 mm diameter

R.Mt.

1500.00

25

27 / 271

Joint Sealant compound.

Kg.

115.00

26

28 / 271

M.S. Shoes @ 35 Kg per pile of 15 M

Kg.

66.00

371

I.No.

Code

Description

Unit

Rate

27

29 / 271

Modular strip / box seal expansion joints including anchorage catering to horizontal movements beyond 70 mm and upto 140 mm assembly comprising of edge beams, centria 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.

R.Mt.

115500.00

28

30 / 271

Modular strip / box seal expansion joints including anchorage catering to horizontal movements beyond 40 mm and upto 210 mm box / box seal joint assembly containing 3 module / 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.

R.Mt.

232350.00

29

31 / 271

Nipples 12 mm diameter and 50.9" long

No.

50.00

30

32 / 271

Strip seal expansion joint

R.Mt.

8650.00

31

34 / 271

Fibre reinforced plate 4mm thick bonded with white retroreflective sheeting on engineering grade.

Sq.Mt.

5500.00

32

35 / 271

Fibre reinforced plate 4mm thick bonded with white retroreflective sheeting on High intensity grade.

Sq.Mt.

7200.00

33

36 New / 271

Indigo

Kg.

200.00

34

999 DEL / Fibre reinforced plate 4mm thick bonded 999 with white retroreflective sheeting on High intensity grade.

Sq.Mt.

7200.00

Sq.Mt.

60.00

Roads (MORTH: Roads) 1

30 / 270

Plastic Sheet 125 Micron

CD Works (CD

: Cross Drainage Works)

1

1 / 269

R.C.C.Pipe 1200mm dia.(Np3)2.5m long with coller IRC

R.Mt.

7990.00

2

2 / 269


R.Mt.

7800.00

3

3 / 269


R.Mt.

6074.00

4

4 / 269


R.Mt.

5415.00

5

5 / 269


R.Mt.

4859.00

372

I.No.

Code

Description

Unit

Rate

6

6 / 269


R.Mt.

3754.00

7

7 / 269


R.Mt.

2823.00

8

8 / 269


R.Mt.

2226.00

9

9 / 269


R.Mt.

1860.00

10

10 / 269

R.C.C.pipe Np2 class 1000mm dia. 2.5m long

R.Mt.

3471.00

11

10 a / 269 R.C.C.Np2 Pipe Collar 1000 mm Dia.

No.

347.50

12

11 / 269

R.Mt.

5017.00

13


No.

502.00

14

12 / 269


R.Mt.

8243.00

15

13 / 269


R.Mt.

3009.00

16


No.

301.00

17

14 / 269

R.Mt.

2504.00

18


No.

250.00

19

15 / 269


R.Mt.

2099.00

20

16 / 269


R.Mt.

1480.00

21


No.

149.00

22

17 / 269


R.Mt.

1195.00

23

18 / 269


R.Mt.

946.00

24


No.

95.00

25

19 / 269

R.C.C.pipe Np2 class 100mm dia. 2m long

R.Mt.

296.00

26

20 / 269


R.Mt.

319.00

27

21 / 269


R.Mt.

365.00

28

22 / 269


R.Mt.

576.00

29

23 / 269

RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter

R.Mt.

7593.00



373

I.No.

Code

Description

Unit

Rate

30

24 / 269

RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter

R.Mt.

8915.00

31

25 / 269

RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter

R.Mt.

5934.00

Bridge (BR

: Bridge Works)

1

1 / 270

Bitumen Joint FILLER 18kg Tin

No.

987.00

2

2 / 270

Bitumen Pad 25mm thick 1.20 x 1.20 Mtr

No.

1523.00

3

3 / 270

Restrained Neoprene Bearing

Cu.Cm.

1.10

4

4 / 270

Epoxy primer

Kg.

439.00

5

5 / 270

Gelatin

Kg.

88.00

6

6 / 270

Steel pipe 25 mm external dia as per IS 1239

R.Mt.

138.00

7

7 / 270

Steel pipe 50 mm external dia as per IS 1239

R.Mt.

285.00

8

8 / 270

Steel wire rope 20 mm / 40 mm

Kg.

52.00

9

9 / 270

Welded steel wire fabric

Kg.

68.00

10

10 / 270

Electric Detonators

No.

13.00

11

11 New / 270

Bottle Nut inner dia 25 mm / 32 mm

Kg.

138.00

12

12 New / 270

Copper Plate ( 12 Mtr Long and 250 mm wide and 2 mm thick)

Kg.

560.00

13

13 New / 270

Compressible Fibre Board 20 mm thick

Sq.Mt.

1055.00

14

14 New / 270

Premoulded Joint FIller

Kg.

59.00

15

15 New / 270

Wooden Bullies 8 inch dia

No.

368.00

16

16 New / 270

Wooden Bullies 2 inch dia

R.Mt.

16.00

No.

49000.00

bags

5400.00

General (MORT & H Bituminous Construction) 1

7 / 270

Bearing (Cast sleet rocker bearing assembly of 250 tonne)

General (General) 1

1 / 239

Cement

2

2 / 239

Tor Steel (H.Y.S.D.)

Kg.

35500.00

3

3 / 239

Mild Steel

Kg.

35000.00

4

4 / 239

Structural Steel

Kg.

39000.00

5

5 / 239

Tubular Steel

Kg.

43000.00

374

I.No.

Code

Description

Unit

Rate

6

6 / 239

TMT FE - 500

Kg.

37000.00

7

7 / 239

High Tensile Steel

Kg.

65500.00

8

8 / 239

Bitumen VG 10 (Bulk) (80/100)

Kg.

30689.00

9

9 / 239


Kg.

31715.00

10

10 / 239


Kg.

32764.00

11

11 / 239

Bitumen VG 30 (Packed) (60/70)

Kg.

36717.00

12

12 / 239


Kg.

35691.00

13

13 / 239


Kg.

37627.00

14

14 A / 239 Sand - Natural

Cu.Mt.

1500.00

15

14 B / 239 Sand - Crushed

Cu.Mt.

920.00

16

14 C / 239 Sand - Course

Cu.Mt.

1050.00

17

15 A / 239 Bricks II Class

No.

6000.00

18

15 B i / 239

Fly Ash Brick size 230*100*80 mm

No.

4500.00

19

15 B ii / 239

Fly Ash Brick size 230*150*80 mm

No.

5500.00

20

16 / 239

Rubble stone Blasted

Cu.Mt.

350.00

21

17 / 239

Aggregate 60 mm Blasted (Hand Broken)

Cu.Mt.

450.00

22

18 / 239

Aggregate 40 mm (Hand Broken) Blasted.

Cu.Mt.

550.00

23

19 / 239

Aggregate above 25 mm and upto 40mm Crushed

Cu.Mt.

765.00

24

20 / 239

Aggregate 25 mm

Cu.Mt.

820.00

25

21 / 240

Aggregate 20 mm

Cu.Mt.

820.00

26

22 / 240

Aggregate 12 mm

Cu.Mt.

820.00

27

23 / 240

Aggregate 10 mm

Cu.Mt.

820.00

28

24 / 240

Aggregate 6 mm

Cu.Mt.

820.00

29

25 / 240

Stone Dust

Cu.Mt.

434.00

30

26 / 240

Soft Murum

Cu.Mt.

135.00

31

27 / 240

Hard Murum

Cu.Mt.

145.00

32

28 / 240

Rubber Modified Bitumen(Bulk)CR-60 at Mumbai

M.T.

36548.00

33

29 / 240

Rubber Modified Bitumen(Bulk)CR-55 at Mumbai

M.T.

36561.00

375

I.No.

Code

Description

Unit

Rate

Cu.Mt.

300.00

34

31 / 240

Stone Boulder of size 150mm and below at Cruser Plant

35

32 / 240

Bitumen (Cationic Emulsion) (Rapid Setting)

M.T.

26000.00

36

33 / 240

Bitumen (emulsion) (Slow Setting)

M.T.

26455.00

37

34 / 240

Credit for excavated rock found suitable for use

Cu.Mt.

300.00

38

35 / 240

Joint Sealant compound

Kg.

124.00

39

36 / 240

Unstaked lime

M.T.

7850.00

40

37 / 240

Water

1000 lit.

150.00

41

38 New / 240

White Cement

Kg.

22.00

42

39 New / 240

Plastizer

Ltr.

124.00

43

40 / 240

Stainless Steel Plate

Kg.

365.00

44

41 New / 240

Mild steel iron 3.65 mtr Long 65 x 65 x 6 mm Long inflated bottom drilled on top with nut

M.T.

39000.00

45

42 New / 240

Fibre reinforced plate 3mm thick bonded with white retroreflective sheeting on engineering grade.

Sq.Mt.

3500.00

46

43 New / 240

0.60 x 0.60 x 0.75 m, 1:4:8 concrete

Cu.Mt.

3535.00

47

44 New / 240

Fibre reinforced plate 3mm thick bonded with white retroreflective sheeting on High intensity grade.

Sq.Mt.

5200.00

48

46 New / 240

Empty Cement Bags

No.

10.00

49

47 New / 240

MS Angle

M.T.

39000.00

50

999 DEL / Sand (Screened) 999

Cu.Mt.

1710.00

51

999 DEL / Aggregate 50 mm Blasted (Hand Broken) 999

Cu.Mt.

496.00

52

999 DEL / Kerosen 999

Ltr.

45.00

53

999 DEL / Cement Coloured 999

Kg.

95.00

54

999 DEL / Aggregate 80 mm Blasted (Hand Broken) 999

Cu.Mt.

550.00

55

999 DEL / Stainless Steel Plate 304 grade 999

Km.

357.00

56

999 DEL / Admixture for concrete 999

Kg.

100.00

376

I.No.

Code

Description

Unit

Rate

M.T.

32764.00

General (MORTH: Roads) 1

1 M/1

Bitumen VG-40 (bulk (30-40 grade))

2

2 M/1

Stone Boulder of size 150 mm and below at Cruser Plant

Cu.Mt.

300.00

3

3 M/1

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

Cu.Mt.

300.00

4

4 M/1

Boulder with minimum size of 300 mm for Pitching at Site

Cu.Mt.

300.00

5

5 M/1

Coarse sand at Mixing Plant

Cu.Mt.

1050.00

6

6 M/1

Coarse sand at Site

Cu.Mt.

1050.00

7

7 M/1

Fine sand at Site

Cu.Mt.

1500.00

8

8 M/1

Murum at Site

Cu.Mt.

145.00

9

12 M / 1

Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant

Cu.Mt.

114.00

10

13 M / 1

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification)

Cu.Mt.

415.00

11

14 M / 1

Close graded Granular sub-base Material 53 mm to 9.5 mm

Cu.Mt.

805.00

12

15 M / 1

Close graded Granular sub-base Material 37.5 mm to 9.5 mm

Cu.Mt.

805.00

13

16 M / 1


Cu.Mt.

820.00

14

17 M / 1


Cu.Mt.

820.00

15

18 M / 1


Cu.Mt.

820.00

16

19 M / 1

Close graded Granular sub-base Material 4.75mm to 2.36 mm

Cu.Mt.

820.00

17

20 M / 1

Close graded Granular sub-base Material 4.75mm to 75 micron mm

Cu.Mt.

820.00

18

21 M / 1

Close graded Granular sub-base Material 2.36 mm

Cu.Mt.

820.00

19

22 M / 1

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.

Cu.Mt.

434.00

20

23 M / 1

Coarse graded Granular sub-base Material 2.36 mm & below

Cu.Mt.

820.00

21

24 M / 1

Coarse graded Granular sub-base Material 4.75mm to 75 micron mm

Cu.Mt.

820.00

22

25 M / 1

Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm

Cu.Mt.

820.00

23

26 M / 1


Cu.Mt.

820.00

377

I.No.

Code

Description

Unit

Rate

24

27 M / 1


Cu.Mt.

820.00

25

28 M / 1


Cu.Mt.

820.00

26

29 M / 1


Cu.Mt.

805.00

27

30 M / 1

Coarse graded Granular sub-base Material 53 mm to 26 .5mm

Cu.Mt.

785.00

28

31 M / 1

Aggregates below 5.6 mm

Cu.Mt.

820.00

29

32 M / 1

Aggregates 22.4 mm to 2.36 mm

Cu.Mt.

820.00

30

33 M / 1


Cu.Mt.

820.00

31

34 M / 1

Aggregates 45 mm to 2.8 mm

Cu.Mt.

805.00

32

35 M / 1


Cu.Mt.

805.00

33

36 M / 1


Cu.Mt.

785.00

34

37 M / 1


Cu.Mt.

785.00

35

38 M / 1


Cu.Mt.

785.00

36

39 M / 1

Aggregates 63 mm to 45 mm

Cu.Mt.

765.00

37

40 M / 1


Cu.Mt.

600.00

38

41 M / 1


Cu.Mt.

820.00

39

42 M / 1


Cu.Mt.

820.00

40

43 M / 1


Cu.Mt.

820.00

41

44 M / 1


Cu.Mt.

820.00

42

45 M / 1

Aggregates 13.2 mm to 10 mm

Cu.Mt.

820.00

43

46 M / 1


Cu.Mt.

820.00

44

47 M / 1


Cu.Mt.

820.00

45

48 M / 1


Cu.Mt.

820.00

46

49 M / 1


Cu.Mt.

805.00

47

50 M / 1


Cu.Mt.

765.00

48

51 M / 1

Aggregates 6 mm nominal size

Cu.Mt.

820.00

49

52 M / 1


Cu.Mt.

820.00

50

53 M / 1

Aggregates 13.2/12.5 mm nominal size

Cu.Mt.

820.00

51

54 M / 1


Cu.Mt.

820.00

52

55 M / 1


Cu.Mt.

820.00

378

I.No.

Code

Description

Unit

Rate

53

56 M / 1


Cu.Mt.

785.00

54

57 M / 1

AC pipe 100 mm dia

R.Mt.

116.00

55

58 M / 1

Acrylic polymer bonding coat

Ltr.

365.00

56

59 M / 1

Alluminium Paint

Ltr.

242.00

57

60 M / 1

Aluminium alloy plate 2mm Thick

Sq.Mt.

352.00

58

61 M / 1

Aluminium alloy/galvanised steel

M.T.

50000.00

59

62 M / 1

Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable

Sq.Mt.

15500.00

60

64 M / 1

Barbed wire

Kg.

80.00

61

65 M / 1

Bearing (Cost of parts)

No.

36220.00

62

66 M / 1

Bearing (Cast steel rocker bearing assembly of 250 tonne )

No.

59470.00

63

67 M / 1

Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)

No.

16900.00

64

68 M / 1

Bearing (Forged steel roller bearing of 250 tonne

No.

131850.00

65

69 M / 1

Bearing (Pot type bearing assembly consisting of a metal piston supported 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

No.

49780.00

66

70 M / 1

Bearing (PTFE sliding plate bearing assembly of 80 tonnes )

No.

17040.00

67

71 M / 1

Bearing (Supply of sliding plate bearing of 80 tonne)

No.

17040.00

68

72 M / 1

Bentonite

Kg.

29.00

69

73 M / 1

Binding wire

Kg.

67.00

70

74 M / 1

Bitumen ( Cationic Emulsion )

M.T.

26000.00

71

75 M / 1

Bitumen VG-30 (bulk (60-70 grade))

M.T.

31715.00

72

76 M / 1

Bitumen VG -10 (bulk (80-100 grade ))

M.T.

30689.00

73

77 M / 1

Bitumen (Cutback )

M.T.

26000.00

379

I.No.

Code

Description

Unit

Rate

74

78 M / 1

Bitumen (emulsion)

M.T.

26455.00

75

79 M / 1

Bitumen (modified graded) (bulk Cr-60)

M.T.

36548.00

76

80 M / 1

Brick

Each

6.00

77

81 M / 1

C.I.shoes for the pile 75mm to 100mm

No.

250.00

78

82 M / 1

Cement

M.T.

5400.00

79

83 M / 1

Cold twisted bars (HYSD Bars)

M.T.

35500.00

80

85 M / 1

Compressible Fibre Board(20mm thick)

Sq.Mt.

1593.00

81

90 M / 1

Credit for excavated rock found suitable for use

Cu.Mt.

350.00

82

93 M / 1

Earth Cost or compensation for earth taken from private land

Cu.Mt.

211.00

83

94 M / 1

Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),

R.Mt.

8850.00

84

95 M / 1

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each

100 Nos.

16.00

85

96 M / 1

Epoxy compound with accessories for preparing epoxy mortar

Kg.

460.00

86

97 M / 1

Epoxy mortar

Kg.

381.00

87

98 M / 1

Galvanised structural steel plate 6 mm thick

Kg.

58.00

88

99 M / 1

Epoxy resin-hardner mix for prime coat

Kg.

465.00

89

103 M / 1

Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size.

Sq.Mt.

199.00

90

104 M / 1

Galvanised structural steel plate 12 mm thick

Kg.

58.00

91

105 M / 1

Epoxy resin-hardner mix for seal coat

Kg.

628.00

92

106 M / 1

Geo grids

Sq.Mt.

326.00

93

107 M / 1

Geomembrane

Sq.Mt.

620.00

94

108 M / 1

Geonets

Sq.Mt.

221.00

95

109 M / 1

Geotextile

Sq.Mt.

111.00

96

110 M / 1

Geotextile filter fabric

Sq.Mt.

111.00

97

111 M / 1

GI bolt 10 mm Dia

No.

14.00

98

112 M / 1

Grouting pump with agitator

Hour

89.00

380

I.No.

Code

99

118 M / 1

Description

Unit

Rate

Helical pipes 600mm diameter

R.Mt.

1500.00

100 120 M / 1

HTS strand

M.T.

78960.00

101 121 M / 1

Joint Sealant Compound

Kg.

115.00

102 123 M / 1

LDO

Ltr.

35.49

103 124 M / 1

M.S. Clamps

No.

64.00

104 125 M / 1

M.S. Clamps

Kg.

54.00

105 126 M / 1

M.S.shoes @ 35 Kg per pile of 15 m

Kg.

66.00

106 127 M / 1

Mild Steel bars

M.T.

35000.00

107 128 M / 1

Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm 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

R.Mt.

115500.00

108 129 M / 1

Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm 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

R.Mt.

232350.00

109 130 M / 1

Nipples 12mm

No.

51.00

110 131 M / 1

Nuts and bolts

Kg.

75.00

111 133 M / 1

Pavement Marking Paint

Ltr.

265.00

112 138 M / 1

RCC Pipes 200 mm dia, 2.5 m long for drainage

R.Mt.

362.00

113 144 M / 1

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.

R.Mt.

665.00

114 146 M / 1

Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days

Kg.

331.00

115 150 M / 1

RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia

R.Mt.

7593.00

381

I.No.

Code

Description

Unit

Rate

116 151 M / 1


R.Mt.

8915.00

117 152 M / 1


R.Mt.

5934.00

118 160 M / 1

Sand bags (Cost of sand and Empty cement bag)

No.

24.00

119 166 M / 1

Sheathing duct

R.Mt.

160.00

120 177 M / 1

Steel wire rope 20 mm

Kg.

52.00

121 178 M / 1

Steel wire rope 40 mm

Kg.

52.00

122 179 M / 1

Strip seal expansion join

R.Mt.

9080.00

123 180 M / 1

Structural Steel

M.T.

39000.00

124 185 M / 1

Tiles size 300 x 300 mm and 25 mm thick (polish shahabad)

Each

28.00

125 188 M / 1

Tube anchorage set complete with bearing plate, permanent wedges etc

No.

10320.00

126 191 M / 1

Water based cement paint

Ltr.

194.00

382

I.No.

Code

Description

Unit

Rate

Unit

Rate

MACHINERY RATES DSR For PUNE For Year 2016-2017 I.No.

Code

Description

1

9 / 275

Air Compressor

Hour

752.00

2

4 / 275

Ashphalt Mixer

Hour

364.00

3

109 / 277 Asphalt Drum mix plant with PLC

Hour

8320.00

4

45 / 276

Hour

4220.00

5

110 / 277 Asphalt Drum mix plant without SCADA

Hour

2746.00

6

116 New / Auto Level 277

Day

900.00

7

124 / 277 Auto Level

Day

900.00

8

117 New / Automatic Building Machine (Profile 277 Machine)

Hour

25000.00

9

66 / 277

Batch mix type Hotmix Plant - 80 - 120 TPH Capacity without SCADA

Hour

8894.00

10

69 / 277

Batch mix type Hotmix Plant - 80- 120 TPH Capacity with SCADA

Hour

8894.00

11

68 / 277


Hour

8894.00

12

67 / 277


Hour

8894.00

13

13 del / 999

Batching Plant

Hour

0.00

14

246 New / Benkelman Beam 277

Km.

11272.00

15

18 del / 999

Hour

0.00

16

101 New / Bentonite 277

Kilogram

39.00

17

105 New / Bitumen boiler 1500 litre Capacity 277

Hour

817.00

18

57 / 276

Bitumen Pressure Distributor

Hour

602.00

19

47 / 276

Bitumen Pressure Sprayer

Metric Tonne

211.00

20

104 New / Bitument Pressure Distributor - DELETE 277

Hour

602.00

21

26 / 275

Blow lamp

Day

10.00

22

5 / 275

Boiler (Ashphalt)

Hour

132.00

23

126 / 277 Boring Machine by Diamond Drilling

R Meter

975.00

Asphalt Drum mix plant with SCADA

Benonite Pump

383

I.No.

Code

Description

Unit

Rate

24

121 New / Boring Machine by diamond Drilling 277

Hour

2285.00

25

127 / 277 Boring Machine by Diamond Drilling with AX bit

Hour

2285.00

26

128 / 277 Boring Machine by Diamond Drilling with NX bit

Hour

4627.00

27

29 / 275

Boulder Hoist

Hour

276.00

28

12 / 275

Bouser

Kilometer

52.00

29

44 / 276

Bouzer heating /Spraying Ashphalt

Metric Tonne

289.00

30

130 New / Camera - Hd camera for incomming lane 277 and outgoing lane

Set

4000.00

31

96 New / 277

Cart with Cart Man

Day

572.00

32

23 / 275

Chain and pully

Day

226.00

33

112 New / Chain, Compass & Tape 277

Day

310.00

34

111 / 277 Cold milling machine WRITGEN

Day

12150.00

35

240 New / Communication 277

Day

45.00

36

137 New / Computer Charges 277

Day

100.00

37

125 / 277 Computer with Printer

Day

1500.00

38

55 / 276

Concrete Batching and mixing plant (a) 30 cum capacity with SCADA

Hour

2353.00

39

56 / 276

Concrete Batching and mixing plant (b) 1520 cum capacity with SCADA

Hour

2032.00

40

59 / 276

Concrete Bucket

Hour

234.00

41

15 del / 999

Concrete Pump

Hour

0.00

42

58 / 276

Concrete pump of 45 to 30 cum capacity

Hour

792.00

43

6 / 275

Country Craft with Boatman

Day

407.00

44

99 New / 277

Crane - Light

Hour

1124.00

45

87 / 277

Crane 5 tonne capacity

Hour

649.00

46

60 / 276

Cranes (c ) 3 tonnes

Hour

603.00

47

18 / 275

Crusher

Hour

728.00

48

133 New / Data classification 277

Set

40000.00

49

43 / 276

Diesel welding plant

Hour

404.00

50

61 / 276

Dozer D- 8 -A 12

Hour

2923.00

384

I.No.

Code

Description

Unit

Rate

51

242 New / Driling , Vehicle, Transportation & 277 Generator Charges

Day

1500.00

52

241 New / Driling , Vehicle, Transportation & 277 Generator Charges

Hour

200.00

53

101 New / Drill Bits 277

Day

171.00

54

37 / 276

Hour

2345.00

55

122 / 277 Dumpy Level with Staff

Day

500.00

56

131 New / DVR with LCD, Mouse & Keyboard 277

Set

20000.00

57

21 / 275

Electric drill machine

Day

239.00

58

22 / 275

Electric gas cutting machine

Day

247.00

59

245 New / Emulsion pressure distributor 277

Hour

662.00

60

100 New / Engraver 277

Day

29.00

61

35 / 276

Equipment for cutting trees

Hour

127.00

62

41 / 276

Excavator 300 CK and HP-51

Hour

4536.00

63

62 / 276

Front End Loader 1 cum bucket capacity

Hour

1515.00

64

63 / 276

Generator (a) 100KVA

Hour

1076.00

65

64 / 277

Generator (a) 33 KVA

Hour

589.00

66

89 / 277

Generator 100 KVA

Hour

1076.00

67

88 / 277

Generator 33 KVA

Hour

584.00

68

243 New / Generator for drilling the hole for 4 nails per 277 marker, rent, transportaion

Day

1500.00

69

113 New / Ghat Tracer 277

Day

500.00

70

95 New / 277

Grouting Pump with Agitator

Hour

230.00

71

65 / 277

GSB Plant 50 cum

Hour

1995.00

72

10 / 275

Guiniting Gun

Hour

259.00

73

16 / 275

Heating charges for hotmix plant

Hour

2976.00

74

50 / 276

Hot mix Mini Plant

Hour

1216.00

75

14 / 275

hotmix Plant(30 to 40 tonnes)

Hour

4125.00

76

70 / 277

Hydraulic Chip Spreader

Hour

2000.00

77

103 New / Hydraulic Chip Spreador 277

Hour

2000.00

78

71 / 277

Hour

2710.00

Dumpper 6 Cu.Mt Capacity with VTS(vehicle tracking system)

Hydraulic Excavator (Poclain)

385

I.No.

Code

Description

Unit

Rate

79

19 del / 999

Hydraulic Piling

Hour

0.00

80

98 New / 277

Hydraulic Piling Rig

Hour

4446.00

81

54 / 276

Hydraulic Portable Braker

Hour

515.00

82

239 New / Instrument rent like Electronic Total Station 277

Day

3000.00

83

135 New / Instrument rent like GPS Rover and Base 277

Day

10000.00

84

108 New / Intellegent Compactor with Compaction 277 Analyser

Hour

1235.00

85

132 New / Inverter backup 6 to 8 hours with 650kv. 2 277 Nos. battery of 180 Ah

Set

12000.00

86

28 / 275

Jack Hammer

Day

432.00

87

95 New / 277

JCB 8 to 10 MT

Day

12104.00

88

115 New / Jeep 277

Day

2100.00

89

90 / 277

Joint Cutting Machine with 2-3 Blades ( for Rigid Pavement)

Hour

431.00

90

72 / 277

Kerb Casting Machine

Hour

651.00

91

100 New / Loader 1.20 MT Capacity 277

Hour

1876.00

92

53 / 276

Loaders (H.P. 62)

Hour

1525.00

93

26 del / 999

M. S. Shuttering & Centering ( Column)

Cubic Meter

0.00

94

29 del / 999

M. S. Shuttering & Centering for ( Bed Concrete)

Cubic Meter

0.00

95

27 del / 999

M. S. Shuttering & Centering for ( Slab )

Cubic Meter

0.00

96

28 del / 999

M.S, Shuttering & Centering for ( Chajja)

Cubic Meter

0.00

97

33 del / 999

M.S. Centering & Shuttering (Slab)

Cubic Meter

0.00

98

30 del / 999

M.S. Shuttering & Centering for (Waist Slab)

Cubic Meter

0.00

99

25 del / 999

M.S.Shuttering & Centering (Beam)

Cubic Meter

0.00

100 16 del / 999

Machinery

Metric Tonne

0.00

101 27 / 275

Machinery for Gunting

Square Meter

212.00

102 73 / 277

Mastic Cooker

Hour

432.00

103 39 / 276

Mastic Cooker 1 M.T. Capacity

Day

2596.00

386

I.No.

Code

Description

Unit

Rate

Hour

376.00

Metric Tonne

1639.00

106 120 New / Mixer 6/10 tone Capacity 277

Hour

361.00

107 42 / 276

Motor grader

Hour

2018.00

108 75 / 277

Motor grader 3.35 mtr Blade

Hour

1780.00

109 51 / 276

Pavement Breaker

Hour

376.00

110 13 / 275

Paver finisher

Hour

1293.00

111 76 / 277

Paver finisher Hydrostatic with sensor control 100 TPH

Hour

2650.00

112 25 / 275

Pile boring machinery 325 - 400 mm dia.

Running Meter

186.00

113 91 / 277

Plate Compactor

Hour

190.00

114 95 New / 277

Prestressing Jack with Pump

Hour

129.00

115 102 New / Pumping Assembly 277

Cubic Meter

68.00

116 22 del / 999

R.C.C. Steel/Waterproof Ply Formwork for Column

Cubic Meter

0.00

117 23 del / 999

R.C.C. Steel/Waterproof Ply Formwork for Pardi

Cubic Meter

0.00

118 36 / 276

Rammer

Hour

156.00

119 114 New / Ranging rod (6 Nos) 277

Day

240.00

120 11 / 275

Rent for water tank

Trip

444.00

121 33 / 276

Rent of crane (12.00 tonne)

Hour

1102.00

122 31 / 276

Rent of floating platform

Day

211.00

123 32 / 276

Rent of Generator set 21 to 30 KW.

Hour

431.00

124 17 del / 999

Reversible drum concrete mixer

Hour

0.00

125 3 / 275

Reversible drum concrete mixer with SCADA

Hour

550.00

126 77 / 277

Road Marking machine

Hour

97.00

127 94 / 277

Road marking machine @ 75 sqm/hr

Hour

173.00

128 134 New / Road Roller (8 to 10 tonnes) 277

Hour

691.00

129 15 / 275

Road Roller (8 to 10 tonnes)

Hour

690.00

130 17 / 275

Road Roller( 4 to 5 tonnes)

Hour

363.00

131 24 / 275

Rotary core driller machinery

Day

1068.00

104 74 / 277

Mechanical Broom Hyadraulic

105 38 / 276

Mechanical Sprayer

387

I.No.

Code

Description

Unit

Rate

Kilometer

15.00

133 247 New / Roughness Index 277

Number

640.00

134 119 New / Seaming Machine 277

Hour

2500.00

135 46 / 276

Self Propelled Paver Finisher

Hour

1293.00

136 78 / 277

Smooth wheeled Roller 8 tonne

Hour

991.00

137 138 New / Software Charges 277

Day

100.00

138 79 / 277

Hour

1013.00

139 118 New / Telescopic hydraulic crane 30MT 277

Hour

20000.00

140 19 / 275

Day

1009.00

141 129 New / Theodolite 277

Day

900.00

142 97 New / 277

Hour

26.00

Day

2000.00

Kilometer

61.90

145 123 / 277 Total Station

Day

2500.00

146 83 / 277

Tractor with Ripper

Hour

519.00

147 82 / 277

Tractor with Rotevator

Hour

519.00

148 52 / 276

Tractor with trolly

Hour

457.00

149 106 New / Trailor 30 MT Capacity 277

Hour

1616.00

150 80 / 277

Transit Mixer 4.0 / 4.5 cum (Hour Basis)

Hour

837.00

151 81 / 277

Transit Mixer 4.0 / 4.5 cum (Tonne / Km)

Tonne / Km

8.00

152 31 del / 999

Transit Mixer Transportation

Kilometer

0.00

Day

3000.00

Kilometer

57.20

132 248 New / Roughmeter Machine Transportation 277

Tandem Road Roller

The polishing machine with Crewe

Tile Cutting Machine

143 244 New / Tipper 5.5 Cum. 10 T. Capacity 277 144 107 New / Tipper 7.5 Tonne 277

153 136 New / Transportation 277 154 49 / 276

Truck (7.50 M.T.)

155 84 / 277

Truck 5.5 cum per 10 tonnes (Hour Basis)

Hour

761.00

156 85 / 277

Truck 5.5 cum per 10 tonnes (Tonne / Km)

Tonne / Km

4.00

157 48 / 276

Truck for roller transport ( 8 to 10 M.T.)

Kilometer

57.20

158 24 del / 999

Vertical load testing of Piles in accordance with IS 2911 (Part-4)

Metric Tonne

0.00

388

I.No.

Code

Description

Unit

Rate

159 2 / 275

Vibrator (Electrical)

Hour

159.00

160 40 / 276

Vibratory Roller 8 tonne

Hour

798.00

161 86 / 277

Vibratory Roller 8 tonne

Hour

798.00

162 34 / 276

Wagon drill

Day

1216.00

163 10 del / 999

Water Pump 10 to 15 HP

Hour

0.00

164 30 / 275

Water Pump upto 15 H.P.Tanker

Hour

227.00

165 1 / 275

Water Tanker 10.00 M.T.

Hour

691.00

166 8 / 275

Weighing Machine( Per Truck)

Number

76.00

167 20 / 275

Welding machine

Day

336.00

168 92 / 277

Wet Mix Plant 100 TPH

Hour

2134.00

169 93 / 277

Wet Mix Plant 75 TPH

Hour

1935.00

389

I.No.

Code

Description

Unit

Rate

LABOUR RATES DSR For PUNE For Year 2016-2017

I.No.

Code

Description

Unit

Rate

1

1 / 273

Black Smith With Tools - II Class

Day

451.00

2

2 / 273

Stone Cutter With Tools - Semi Skilled

Day

432.00

3

3 / 273

Mason I Class Skilled

Day

478.00

4

4 / 273

Mason II Class Skilled

Day

451.00

5

5 / 273

Carpenter I Class Skilled

Day

478.00

6

6 / 273

Carpenter II Class Skilled

Day

432.00

7

7 / 273

Plumber With Tools - Skilled

Day

451.00

8

8 / 273

Glazier With Tools - Skilled

Day

451.00

9

9 / 273

Tin Smith With Tools - Semi Skilled

Day

432.00

10

10 / 273

Painter I Class Skilled

Day

451.00

11

11 / 273

Painter II Class Skilled

Day

451.00

12

12 / 273

Head Fitter With Tools - Skilled

Day

451.00

13

13 / 273

Mechanic

Day

451.00

14

14 / 273

Lorry Driver / Mixer Operator

Day

451.00

15

15 / 273

Welder / Driller - Skilled

Day

451.00

16

16 / 273

Polishman - Semi Skilled

Day

451.00

17

17 / 273

Assistant Plumber - Skilled

Day

451.00

18

18 / 273

Maistry Skilled / Supervisor / Mate

Day

451.00

19

19 / 273

Vibrator Operator - Skilled

Day

451.00

20

20 / 273

Skilled Labour

Day

451.00

21

21 / 273

Boreman Skilled

Day

451.00

22

22 / 273

Asphalt Sprayer Skilled

Day

451.00

23

23 / 273

Minor or Blaster Semi Skilled

Day

432.00

24

24 / 273

Quarry Man - Semi Skilled

Day

432.00

25

25 / 273

Painter / White Washer - Semi Skilled

Day

432.00

26

26 / 273

Labour for Excavation in Hard Rock (Un Blast)

Day

432.00

390

I.No.

Code

Description

Unit

Rate

27

27 / 273

Tile Turner Semi Skilled

Day

432.00

28

28 / 273

Mazdoor - For Polishing

Day

432.00

29

29 / 273

Bar Bender Skilled

Day

432.00

30

30 / 273

Bhisti (Mixing / Curing) - Semi Skilled

Day

432.00

31

31 / 273

Mukadam - Semi Skilled

Day

432.00

32

32 / 273

Tar Handler - Semi Skilled

Day

432.00

33

33 / 274

Helper Un Skilled

Day

432.00

34

34 / 274

Tree Cutter - Semi Skilled

Day

432.00

35

35 / 274

Navaghani

Day

432.00

36

36 / 274

Mazdoor - Unskilled Heavy Male

Day

432.00

37

37 / 274

Mazdoor - Unskilled Heavy Female

Day

432.00

38

38 / 274

Below Boy

Day

432.00

39

39 / 274

Fitter With Tools I Class Skilled

Day

451.00

40

40 / 274

Fitter With Tools II Class Skilled

Day

451.00

41

41 / 274

Gun Man for Guniting

Day

451.00

42

42 / 274

Laboratory Assistant

Day

451.00

43

43 / 274

Labour for Tile Turning

Day

432.00

44

44 / 274

Excavator - Unskilled Heavy

Day

432.00

45

45 / 274

Breaker - Semi Skilled

Day

432.00

46

46 / 274

Hole Driller Semi Skilled

Day

432.00

47

47 / 274

Chiseler Semi Skilled

Day

432.00

48

48 / 274

Foreman Skilled

Day

451.00

49

49 / 274

Bandhani Semi Skilled

Day

451.00

50

50 / 274

Emgraver for lettering Skilled

Day

451.00

51

51 / 274

Frabi - Weld - Drilling

Day

451.00

52

52 / 274

Khalashi / Diers

Day

478.00

53

53 / 274

Jack Hammer Operator

Day

478.00

54

54 / 274

Electrician

Day

478.00

55

55 / 274

Welder Skilled

Day

451.00

56

56 / 274

Labour for Traffic Regulation

Day

432.00

57

57 / 274

Watchman

Day

432.00

391

I.No.

Code

Description

Unit

Rate

58

58 / 274

Compressor Operator / Driver

Day

478.00

59

59 / 274

Supervisor / Mate

Day

478.00

60

60 / 274

Blacksmith (1st Class) Welder / Plumber / Electrician.

Day

478.00

61

61 / 274

Blaster (Stone Cutter)

Day

432.00

62

62 / 274

Mali

Day

432.00

63

63 / 274

Mazdoor / Dresser (Semi Skilled)

Day

432.00

64

64 / 274

Mazdoor / Dresser Sinker B116 Skilled

Day

451.00

65

65 / 274

Medical Officer

Day

1761.00

66

66 / 274

Operator (grouting)

Day

478.00

67

67 / 274

Para Medical Personnel

Day

881.00

68

68 / 275

Mazdoor unskilled female (light)

Day

432.00

69

69 / 275

Painting Lettering Number

Day

432.00

70

70 / 276

Junior Engineer

Day

1239.00

71

71 / 277

Surveyor

Day

854.00

72

72 / 277

Autocad Operator

Day

1239.00

73

73 / 277

Attendent

Day

432.00

74

74 / 277

Computer Typist

Day

666.00

75

75 / 277

Tracer

Day

854.00

76

76 / 277

Total Station Operator

Day

1239.00

77

77 / 277

Senior Engineer

Day

1805.00

78

78 / 277

Assistant

Day

666.00

79

79 / 277

Operator / Fitter

Day

478.00

80

80 / 277

Mazdoor Unskilled Light Male

Day

432.00

81

81 / 277

Computer Operator

Day

754.00

82

82 / 277

Survey Helper

Day

432.00

83

83 New / 277

Technician

Day

1805.00

84

84 New / 277

Skilled Assistants-on the site

Day

451.00

85

85 New / 277

Supervisor

Day

854.00

86

86 New / 277

Valuation expert

Day

1500.00

392

I.No.

Code

Description

Unit

Rate

87

87 New / 277

Office support Staff

Day

300.00

88

88 New / 277

Co-ordinator

Day

1000.00

89

89 New / 277

Senior Surveyor

Day

854.00

90

90 New / 277

Revenue expert

Day

1000.00

91

91 New / 277

Welder

Day

432.00

92

92 New / 277

Labour

Each

8.33

93

93 New / 277

Resin, Hardener, Filler Cleaning & Processing Charges

Each

30.00

94

94 New / 277

Labour

Each

285.00

95

95 New / 277

Labour

Each

16.66

96

999 Del / 999

Labour

Each

1.00

393

Government of Maharashtra Vigilance & Quality Control Circle

Pune/ Navi Mumbai/ Nasik/ Amravati/ Aurangabad & Nagpur Schedule of Testing charges for Construction material used for Government Works for the Year 2016-17 (Effective from 01/07/2016)

INDEX Sr. No.

Particulars

1

2

3

4

1)

Important Notes

1

1

2)

Schedule of rate for construction material testing charges

2

7

Pages

Important Notes 1.

The rates Included in this D.S.R. are applicable for all Divisions and Sub Divisions in P. W. D. Maharashtra State. For work executed in semi Government and Private establishments the rate shall be as per Government Guidelines Issued vide Circular No- AGR 1094/CR-76/NH-02 Mantralay, Mumbai - 400032. (I.e. twice the rate mentioned in D. S. R.)

2.

In order to achieve uniformity in testing of material throughout Maharashtra State, tests have been classified as per requirement. 3.

The field Officer will have to strictly adhere to the test frequency stipulated as per Government guideline.

394

GOVERNMENT OF MAHARASHTRA Vigilance & Quality Control Circle Schedule of Testing charges for construction material used for Government Works for the Year 2016-17 Effective from 1/ 07/2016 and valid Upto 30/06/2017

Sr. No.

Name of Test

Test

Rate Rs

1

2

3

4

1 Test

3000.00

BASIC TEST OF CEMENT. 1

Standard Consistency Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness

BASIC TEST OF AGGREGATE.

2

Water Absorption, Specific Gravity, Impact Value /Crushing Value.

1 Test

2100.00

3 4 5 6 7 8

Sieve Analysis. Abrassion Value. Flakiness Index & Elongation Index. Stripping Value. (for Bituminous Work) Soundness. Bulk Density.

1 Test 1 Test 1 Test 1 Test 1 Test 1 Test

550.00 950.00 700.00 600.00 2000.00 300.00

9 10

GSB Mix Design. Wet Mix Macadam Mix Design.

1 Test 1 Test

13000.00 13000.00

MIX DESIGN.

FINE AGGREGATES. 11

Fineness Modulus ( Sieve Analysis ),Silt & Clay Content

1 Test

1100.00

12 13

Chloride & Sulphate Content. Silt Factor.

1 Test 1 Test

650.00 700.00

395

BRICKS 14

Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).

1 Test

1750.00

FLOORING TILES (MOSSAIC / CEMENT) 15

Flexural test ( Set of 6 Tiles), Water Absorption ( Set of 6 Tiles).Resistance to wear ( Set of 6 Tiles).

1 Test

2000.00

16

Flooring of Natural Stone (Kota,Marble, granite,Tandur.etc.)-Water absorption,Specific gravity)

1 Test

1100.00

1 Test

1300.00

1 Test

600.00

1 Test

1300.00

GLAZED TILES 17

18

Water Absorption(Set of 6 Tiles), Modulus of Rupture ( Set of 6 Tiles) Determination of Impact Resistance.

CERAMIC TILES / VITRIFIED TILES

19

Water Absorption, Modules of Rupture (Set of 6 Tiles)

MANGLORE TILES 20

Water Absorption (Set of 6 Tiles), Flexural test (Set of 6 Tiles).

1 Test

1200.00

21

Permeability.

1 Test

800.00

1 Test

550.00

CONCRETE 22

Compressive Strength OF C.C. Cube(Set of 3 cubes).

396

23

Concrete Mix Design (With all Tests on basic materials)*

1 Test

11000.00

24 25

Flexural strength of Beam. Permeability Test.

1 Test 1 Test

600.00 1250.00

26

Concrete mix design by Accelerated curing method.

1 Mix Design

13000.00

27

Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)

1 Test

2300.00

28

Dead Journey Charges.

Per Km

15.00

1 Test

2000.00

1 Test

550.00

1 Test

1600.00

CONCRETE PAVING BLOCKS 29

Compressive Strength , Water Absorption,(Set of 8 Blocks)

MORTOR 30

Compressive Strength.( Set of 3 Cubes)

STONE/ RUBBLE 31

Crushing Value/Compressive Strength, Water Absorption & Specific Gravity,

SOIL / MURUM 32

Sieve Analysis.

1 Test

550.00

33

Field moisture Content.

1 Test

350.00

34

Liquid limit & plastic Limit.

1 Test

900.00

35

Compaction Test ( Proctor Density ).

1 Test

1500.00

36

C.B.R. Test ( Lab ) With compaction test.

1 Test

5500.00

37

C.B.R. Test ( Field Determination Test) Excluding Transportation. As per IS 2720 Part

1 Test

2100.00

XXXI

397

38

Dead Journey Charges, inspection Vehicle

Per Km

15.00

39

Dead Journey Charges, Truck/Tipper

Per Km

54.00

40

Field Density by Sand replacement method.

1 Test

900.00

41

Sulphate & Chloride Contents.

1 Test

650.00

42

Mechanical Analysis.

43

Plate Load Bearing Test. (Excluding Transportation)

1 Test

25000.00

44

Free Swell Test for Soil.

1 Test

750.00

1 Test

1800.00

BITUMEN 45

Penetration, Softening Point, Flash & Fire Point, Specific Gravity

1 Test

2500.00

46

Viscosity.

1 Test

1550.00

47

Ductility / Elastic Recovery

1 Test

750.00

48

Extraction Test.

1 Test

1300.00

49

Sieve Analysis of Bituminous mix (2 samples of extraction for one sieve analysis including extraction) Marshall Stability & Flow measurement.

1 Test

3150.00

1 Test

800.00

1 Mix Design

13000.00

1 Mix Design

6000.00

50 51

Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC.

52

B. M. Mix Design with all Tests on aggregate (Excluding bitumen )

53

Mastic Hardness No.

1 Test

550.00

54

Thin film oven test & test on residue of modified bitumen.

1 Test

2500.00

55

Preparation of Marshall Mould.

1 Test

750.00

56

Separation test for modified bitumen.

1 Test

900.00

57

Density of Bituminous Core.

1 Test

500.00

58

Taking of core samples in bituminous flexible pavement. (Excluding Dead Journey Charges) Dead Journey Charges.

1 Test

2250.00

59 15.00 Per Km

398

BITUMINOUS EMULSION 60

% Residue Test By Evaporation / Sieve Test

1 Test

500.00

61

Particle Charge Test

1 Test

300.00

1 Test

1600.00

1 Test

900.00

1 Test

850.00

1 Test

2200.00

HOLLOW BLOCKS/ SOLID BLOCKS 62

Density Test . (Set of 3 Blocks ),Compressive Strength. (Set of 8 Blocks ),Water Absorption Test .( Set of 3 Blocks )

WATER 63

PH Value, Sulphate & Chloride Content.

WOOD 64

Density, Moisture Content.

FLUSH DOOR 65

Knife Test, Adhesion Test, End Immersion Test.

PLYWOOD 66

Determination of Resistance to dry heat, Determination of Moisture Content, Determination of Density, Thickness of Plywood.

1 Test

2700.00

67

Test for Glue Adhesion

1 Test

450.00

1 Test

1300.00

PARTICAL BOARD 68

Determination of Moisture Content, Determination of Density

399

ALUMINIUM SECTION 69 70

Thickness, Mass Per Running meter, Test on Powder Coating

1 Test 1 Test

550.00 650.00

1 Test

750.00

POLYMER MATERIAL 71

PH Value, Solid Content

A.C. PIPES 72

Water Absorption

1 Test

550.00

73

Bursting Strength

1 Test

400.00

1 Test 1 Test

550.00 300.00

A.C. SHEETS 74 75

Water Absorption, Load Bearing

G.I. PIPES 76

Weight per running meter, Diameter of pipe & wall thickness of pipe,

1 Test

200.00

77

Weight of Zinc coating per sq. m.

1 Test

250.00

1 Test

200.00

P.V.C. PIPES (NONPLASTISIZED) 78

Weight per running meter, Diameter of pipe & wall thickness of pipe

STEEL ANTI CORROSIVE TEST 79

Resistance to applied Voltage. ( 1 Hr. Test ) (Set of 2 Bars)

1 Test

900.00

80

Resistance to applied Voltage.( 30 Days Test ) ( Set of 2 Bars )

1 Test

2500.00

81 82 83 84

Thickness of Coating. (Set of 2 Bars) Chemical Resistance Test.( Set of 8 Bars ) Hardness of Coating Test . Salt Spray Test ( 4 Cycles ) ( Set of 2 Bars )

1 Test 1 Test 1 Test 1 Test

450.00 1900.00 250.00 1200.00

400

STEEL BAR TESTING 85

Upto 16 mm (Set of 3 Bars)

1 Test

1000.00

Above 16 mm (Set of 3 Bars)

1 Test

1300.00

1 Test

3100.00

1 Test 1 Test 1 Test 1 Test 1 Test

3100.00 900.00 800.00 800.00 650.00

1 Test 1 Test 1 Test 1 Test 1 Test 1 Test

650.00 600.00 250.00 400.00 400.00 850.00

1 Test

3200.00

Per Km Per Km

600.00 1200.00

102

Road Surface Single Lane.(3.70 to 5.50 m) Road Surface 1.5 Lane to Two Lane.(5.50 to 7.00 m) Each Additional Lane.

Per Km

600.00 15.00

103

Dead Journey Charges.

Per Km

104

Benkelman Beam Test (Excluding Dead Journey Charges) Per Km

86

(Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.)

87

Nitrol Solution Test. (Set of 3 Bars)

PAINT / THERMO-PLASTIC PAINT 88 89 90 91 92

Glass bead contents & grading analysis. Reflectance & yellowness index. Flow ability.(Percentage residue). Softening Point. (Ring & ball method). Drying Time.

COAL TAR EPOXY PAINT 93 94 95 96 97 98

Drying Time. Dry Film Thickness. Flexibility. Gel Time. Pot Life. Volume of Solid.

ROAD SIGN BOARD 99

Retro Reflective Test.

ROUGHNESS INDEX / ROAD UN-EVENNESS TEST 100 101

OVERLAY DESIGN

401

11300.00

NON -DESTRUCTIVE TEST 105 106

1 Point 1 Point

Rebound Hammer Test. Ultrasonic Pulse Velocity

150.00 250.00

Important Note: The above rates are applicable for all Division & Sub Division under P.W.D. In Maharashtra and for other Government / Private Organisation the rates shall be twice as mentioned in DSR.

Superintending Engineer Vigilance & Quality Control Circle,Pune

402

BuildingTesting Frequency Sr. no.

Item/Material Description

1

Founding strata

2

3

Test

Frequency as per VQC Circular

1) Bearing Capacity

As per Strata.

Plinth Filling

1) Proctor Test

Each type of Soil/ One test per 1000.00 Cu.m

H.M.

2) Field Density

One test/250 m2

3) P.I

One test/1000 m2

1) Mix Design

One per concrete

2) Concrete cube compressive strength

1) set - 0-5 m3- - 1 set

Concrete

500

m3of

2) set - 6-15 m3 - 2 set 3) set - 16-30 m3 -3 set 3) set - 31-50 m3 -4 set 4)51m3 and above one set for each additional 50 m3

4

Crushed metal

3) Admixture Confirming to IS 9103 A) Impact value, Crushing value, Water absorption, specific gravity

1 per source per lot. One test per 1000 m3per source/chane in source

( Basic tests ) B) Gradation C) Combined Flakiness & elongation of Single metal

5

6

Cement

Steel

Fineness,Consistency,S etting Time, Compressive strength, Specific gravity

One test per 200 m3 One test per 400 m3

One Test per 50.0 M.T (For each 1000 bags)

One for 10 M.T. and one Yield Stress, Ultimate for each diameter used tensile stress,Elongation,Wt. per running meter

403

Sand

Fineness Modulus,Silt Content

1 per source

8

Masonry Stone

Crushing value, Water absorption, specific gravity

1 per source

9

Bricks Cement Mortar for masonry/brick/plaster /pointing

Crushing Value, Water absorption,Effloresences

1 test per 50000 consignment or part

7

10

Compressive test Per Day 6 cubes

11

Mangalore Tiles

Flexural Strength , Water absorption, Permeability,

12

Ceramic/Vitrified Tiles

Flexural Strength , Water absorption, Resistant to Wear

13

Wood

Density, Moisture content

for each 50,000 tiles or part there of. for each 2,000 tiles or part there of. 1 per source

1)> 50 sheets -5Test for each type of thickness 14

Plywood/Particle board Thickness, Density, Moisture content, Glue Adhesion

2)51-150 sheets- 8 Tests for each type of thickness

3)151-300 sheets-13 tests for each type of thickness

4)301-500 sheets- 20 tests for each type of thickness



404

15

Low/Medium/High Density board Thickness, Density, Water absorption,

16

Laminates/Veneer

17

Water

18

Paint

19

Aluminum section

20

Structural steel

Resistant to dry heat, resistant to immersion in boiling water, resistant to cracking,flexure strength

PH Value, Sulphate & Chloride Content. Reflectance,Drying time,Softening point,Flow ability Weight/running meter,thickness, thickness of powder coating Weight/running meter, thickness.

1)> 50 sheets-2 Test for each type of thickness 2)51-100 sheets-3 Test for each type of thickness 3)101-200 sheets- 4 Test for each type of thickness 4)201-300 sheets-5 Test for each type of thickness 5)301-500 sheets-7-Test for each type of thickness 6)501 & above sheets10Test for each type of thickness

1) upto 150 sheets-3 Test for each type of thickness 2) 151-500 sheets-4 Test for each type of thickness 3) 501 & above sheets 20 Test for each type of thickness 1 per source

1 per source

1 per source each section 1 per source each section

Compressive Strength, Water absorption, Resistance to wear.

for each 2,000 paver tiles or part there of.

21

Paver Block

22

G.I/PVC pipes

Thickness,Weightper running meter.

One test per category per lot

23

G.I./A.C sheets

Thickness,weightper running meter.

One test per category per lot

405

Roads Testing Frequency Sr. no. 1

Item/Material Description Earthwork (H.M./S.M/Soil)

Test

Frequency as per MORTH-2013

1) Gradation One Test per 400 Cu.m 2) Atterberg Limit One Test per 400 Cu.m 3) Moisture content prior to Compaction One Test per 400 Cu.m 4) Density of Compacted One Test per 1000 layer Sq.m/layer Each type of Soil/ Two test per 3000.00 cu.m

5) Proctor Test

2

3

4

H.M./S.M

WBM aggregates

WMM/GSB

As required / One test per 3000.00 cu.m One Test per 400 Cu.m One Test per 400 Cu.m

6) CBR 1) Gradation 2) Atterberg Limit 3) Moisture content prior to Compaction 4) Density of Compacted layer

One Test per 400 Cu.m One Test per 1000 Sq.m/layer

5) Proctor Test

Each type of Soil/ One test per 3000.00 cu.m

6) CBR 1) Basic test on aggregates 2) Gradation

As required / One test per 3000.00 cu.m One Test per 1000 Cu.m One Test per 250 Cu.m

3) Combined Flakiness & elongation

One Test per 500 Cu.m

4) Atterberg Limit Screening material 1) Job Mix

of

2) Basic test on aggregates

One Test per 50 Cu.m One One Test per 1000 Cu.m

3) Gradation One Test per 200 Cu.m 4) Moisture content prior to compaction 5) Combined Flakiness & elongation of Single metal One Test per 500 Cu.m 5) Atterberg Limit

5

primer/Tack coat


6) Density of Compacted One set of three Test per layer 1000 Sq.m/layer 1) Quality of Binder 1 per Bouzer 2) Rate of Spread

406

Three test/day

6

Single/Two coat Surface Dressing 1) Quality of Binder 2) Basic test on aggregates 3) Gradation 4) Combined Flakiness & elongation of Single metal

7

Open/close graded premix surfacing 1) Quality of Binder 2) Basic test on aggregates 3) Gradation

1 per Bouzer One Test per 200 Cu.m/per souce 1 test Two test /Day One Test per 200 Cu.m/per source 1 test 1 per Bouzer One Test per 200 Cu.m/per souce 1 test Two test /Day

4) Combined Flakiness & One Test per 200 Cu.m/per elongation of Single metal souce 1 test

5) Binder content

Two test /Day is more

1) Quality of Binder

1 per Bouzer One Test per 350 Cu.m of eachr souce One Test per 100 Cu.m

8 B.M/D.B.M/B.C/SDBC

2) Basic test on aggregates 3) Gradation 4) Combined Flakiness & elongation of Single metal


5) Binder content Two Test/Day 6) Density of Compacted layer One Test per 700 Sq.m Job mix-, B.M/ D.B.M/B.C, /SDBC close graded carpet

Mix Design

9

407

One

Bridge -Testing frequency Sr. No.

Item/Material Description

1

Founding strata

Test 1) Safe Bearing Capacity 1) Mix Design

2

Frequency as per VQC Circular One for Foundation & change in Strata Per Source/one per 500 m3of concrete or per change in season

Concrete 2) Concrete cube compressive strength

1) set - 0-5 m3- - 1 set 2) set - 6-15 m3 - 2 set 3) set - 16-30 m3 -3 set 3) set - 31-50 m3 -4 set 4) 51m3 and above one set for each additional 50 m3

3) Admixture Confirming to IS 9103

3

Crushed metal

1 per source per lot.

A) Impact value, Crushing value, Water absorption, specific gravity ( Basic tests )

One test per Source

B) Gradation C) Combined Flakiness & elongation of Single metal

One test per 100 m3 One test per Source

Fineness,Consistency,Setting One Test per 50.0 M.Tfor Time, Compressive strength, each 1000 bags Specific gravity

4

Cement

5

Steel reinforcement

6

Sand

7

Masonry Stone

8

Cement Mortar for masonry.

9

Water

PH Value, Sulphate & Chloride Content.

1 per source

10

Structural steel

Weight/running meter, thickness.

1 per source each section

11 12

RCC Hume pipe Culvert Bearing

Yield Stress,Ultimate tensile stress,Elongation,Wt. per running meter Finess Modulus,Silt Content

Crushing value, Water absorption, specific gravity Compressive test

Load Test Horizontal/Vertical load 408

One for 10 M.T. and one for each diameter used

One test per Source

One test per Source Per Day Two Set

for each Dia pipe/consignment One Per Bridge

of

STATEMENT C-1 (2016-2017) Cost of Diesel Cost of mobile Oil Labour Charges

409

Rs. 52.15 per Litre Rs. 270/- Per Liter Rs. 432/- Per Day

410

Transportation Of Material

411

412

413

414

415

416

STATEMENT -C-2 COST OF CARRIAGE BY COOLIES $ COST OF CARRIAGE BY CART

Hire Charges for Mazdoor Hire Charges for Cart COST OF CARRIAGE BY COOLIES Lead or Distance in Metre

1 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

Total amount per Cum Rs/-

2 32.45 40.85 50.30 59.25 66.95 77.40 87.65 92.50 107.55 111.00 116.95 126.35 137.35 142.75 152.55 160.30 170.90 178.25 186.75 196.30

432 572 COST OF CARRIAGE BY CART Lead or Distance in Metre

1 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500

417

Total amount per Cum Rs/-

2 58.65 61.80 68.95 73.40 80.65 85.70 87.10 96.50 101.80 106.75 112.55 117.65 123.55 128.65 134.35 139.45 145.35

Total amount on Weight basis i.e.per Tonne Col.-02x0.558 3 32.65 34.45 38.40 40.90 44.90 47.70 48.50 53.75 56.70 59.45 62.70 65.50 68.80 71.65 74.85 77.70 80.95

CEMENT CONSUMPTION CONSUMPTION

Concrete Grade

Unit

M-20 M-25 M-30 M-35 M-40

Cum Cum Cum Cum Cum

Concrete Grade

Unit

M-10 M-15

Cum Cum

Concrete Mix

Unit

1:3:6 1:4:8 1:5:10

Cum Cum Cum

S T A T E M E N T FOR REINFORCEMENT CEMENT CONCRETE

Material required Per Cum of Concrete Cement Coarse Fine in Bags aggregate aggregate 12 mm Cum 20 mm Cum 6.90 0.28 0.57 0.425 8.00 0.28 0.57 0.425 8.40 0.28 0.57 0.425 8.70 0.28 0.57 0.425 8.90 0.28 0.57 0.425 PLAIN CEMENT CONCRETE Material required Per Cum of Concrete Cement Coarse Fine in Bags aggregate aggregate 10-20 mm Cum 25-40 Cum Cum 4.05 0.33 0.56 0.445 5.9 0.33 0.56 0.445 Material required Per Cum of Concrete Cement Coarse Fine in Bags aggregate aggregate 40 mm Cum Cum 4.05 0.86 0.43 3.20 0.90 0.45 2.52 0.90 0.45

418

Fineness modulus Fine aggregate

Coarse aggregate

2.87 2.87 2.87 2.87 2.87

6.50 6.50 6.50 6.50 6.50


Coarse aggregate

2.87 2.87

6.50 6.50


Coarse aggregate

1.26 1.26 1.26

6.90 6.90 6.90

MATERIAL REQUIREMENTS FOR U.C.R. MASONARY Item of Work Unit Qty. of Material Required

Sr. No.

Cement in bags 1 U.C.R. masonry in C.M.1:6 in plinth Cum U.C.R. masonry in C.M.1:5 in 2 Basement Cum U.C.R. masonry in C.M.1:3 in 3 Basement Cum U.C.R. masonry in C.M.1:6 in 4 Superstructure Cum C.R. masonry in C.M.1:6 in 5 Superstructure Cum MATERIAL REQUIREMENTS FOR BRICK Sr.No. Item of Work Unit

1 2 3 4 5 6

B.B.Masonry in C.M. 1:6 For Foundation Half Brick thick wall in C.M.1:4 Half brick thick on Edge in C.M.1:3 Brick pillar/Arch in C.M.1:4 Fly ash Bricks 230x150x80mm in C.M. 1:6 Fly ash half Bricks 230x150x80mm in C.M. 1:6

419

Sand in Cum

Rubble in Cum

1.78

0.35

1.16

2.06

0.35

1.16

3.54

0.35

1.16

1.78

0.35

1.16

1.5 0.30 1.16 MASONARY Qty. of Material Required Cement Sand in Brick In in bags Cum No.

Cum Sqm Sqm Cum

1.44 0.22 0.20 1.44

0.302 0.03 0.02 0.225

473 52 52 473

Cum

1.44

0.30

300

Sqm

0.22

0.03

52

MATERIAL REQUIREMENTS FOR CEMENT PLASTERING & POINTING Sr. No.

Item of Work

Unit

Qty. of Material Required Cement in bags

Sand in Cum

1 6mm Cement plaster In C.M.1:4

Sqm

0.054

0.0076


Sqm

0.07

0.0076


Sqm

0.09

0.015


Sqm

0.11

0.015


Sqm

0.14

0.015


Sqm

0.14

0.025


Sqm

0.17

0.025


Sqm

0.19

0.025


Sqm

0.22

0.031

10 Sand Faced Cement plaster In C.M.1:4

Sqm

0.25

0.035

11 Rough Cast Cement plaster In C.M.1:4

Sqm

0.25

0.035

Patti Plaster 12-15 mm thk 75 mm wide 12 C.M.1:3

Rgm

0.012

0.0015

Patti Plaster 12-15 mm thk 100 mm 13 wide C.M.1:3

Rgm

0.016

0.0015

Patti Plaster 12-15 mm thk 150 mm 14 wide C.M.1:3

Rgm

0.024

0.003

Flush groove pointing Stone masonry in 15 C.M.1:3

Sqm

0.045

0.004

Flush groove pointing Brick masonry in 16 C.M.1:3

Sqm

0.03

0.003

17 Tuck pointing Stone masonry in C.M.1:3

Sqm

0.05

0.005

18 Tuck pointing Brick masonry in C.M.1:3

Sqm

0.024

0.0025

19 Vee pointing Stone masonry in C.M.1:3

Sqm

0.03

0.003

20 Fine Cement Finish 1.5 mm thick

Sqm

0.04

420

ASPHALT CONSUMPTION

Sr. No

MORTH Section

1

401

2

3

4

5

6

7

8

401

401

401

401

401

404

404

Particulars Granular Sub Base Close graded Gr-I ( Mix in Place method)

Granular Sub Base Close graded Gr-II ( Mix in Place method)

One Cum

One Cum

Granular Sub Base Close graded Gr-III ( Mix in Place method)

One Cum

Granular Sub Base Coarse graded Gr-I ( Mix in Place method)

One Cum

Granular Sub Base Coarse graded Gr-II ( Mix in Place method)

Qty. of in Cum

material

0.64

50.12

0.384

30.07

0.253

19.81

Total Metal 26.5 mm To 9.50 mm Metal 9.50 mm To 2.36 mm Metal below 2.36 mm

1.277 0.448

100.00 35.00

0.32

25.00

0.512

40.00

Total Metal 9.50 mm To 4.75 mm Metal 4.75 mm To 2.36 mm Metal below 2.36 mm

1.28 0.448

100.00 35.00

0.16

12.50

0.672

52.50

Total Metal 53 mm To 26.5mm Metal 26.5 mm To 4.75 mm Metal below 2.36 mm

1.28 0.448

100.00 35.00

0.576

45.00

0.256

20.00

Total

1.28

100.00

Metal 26.50 mm To 4.75 mm Metal below 2.36 mm

0.96

75.00

0.32

25.00

Total

1.28

100.00

0.85

66.41

0.43

33.59

1.28

100.00

Unit

One Cum

Granular Sub Base Coarse graded Gr-III ( Mix in Place method)

One Cum

Water bound macadam Gr-I With Blindage (Compacted thickness 75 mm) Water bound macadam Gr-II With Murum Blindage (Compacted thickness 75 mm)

One Cum

Material Required Metal 53 mm To 9.50 mm Metal 9.50 mm To 2.36 mm Metal below 2.36 mm

Metal 9.50 mm To 4.75 mm Metal below 2.36 mm Total

One Cum

Metal 63 mm To 45 mm Murum Blindage

1.21 0.306

Metal 53 mm To 22.4 mm Murum Blindage

1.21

421

0.306

% of

Sr. No.

MORTH Section

9

404

10

11

14

15a

15b

16

404

404

406

504

504

505

Particulars

Unit

Material Required

Qty. of Material in Cum

Water bound macadam Gr-I With Type A (Compacted thickness 75 mm) Water bound macadam Gr-I With Type B (Compacted thickness 75 mm) Water bound macadam Gr-II With Type B (Compacted thickness 75 mm) Wet Mix Macadam (Compacted thickness 75 mm)

One Cum

Metal 63 mm To 45 mm Metal 13.2 mm To 12.5 mm Murum

1.21 0.18

Metal 63 mm To 45 mm Metal 11.2 mm nominal size Murum

1.21 0.28

Metal 53 mm To 22.4 mm Metal 10 mm nominal size Murum Metal 45 mm To 22.4 mm Metal 22.4 mm To 2.36 mm Metal 2.36 mm To 75 micron Total Metal 37.5 mm To 25 mm Metal 25 mm To 10 mm Metal 10 mm To 5 mm Metal below 5.6 mm

1.21

Bituminious Macadam ( 3.30% bitumen content)

Bituminious Macadam ( 3.40% bitumen content)

Dense Bituminious Macadam ( 4.50% bitumen content With Dust Filler)

One Cum

One Cum

One Cum

One Cum

One Cum

One Cum

Bitumen VG-30 LDO Metal 37.5 mm To 25 mm Metal 25 mm To 10 mm Metal 10 mm To 5 mm Metal below 5.6 mm Bitumen VG-30 LDO Metal 37.5 mm To 25 mm Metal 25 mm To 10 mm Metal 10 mm To 5 mm Metal below 5.6 mm Bitumen VG-30 Dust LDO 422

% of materia l

0.11

0.11

0.26 0.11 0.363

30.00

0.484

40.00

0.363

30.00

1.210 0.207

100.00 15

0.620 0.344 0.207

45 25 15

1.378 72.44 Kg 13.00 lit 0.207

100.00

0.620 0.344 0.207

45 25 15

1.378 74.64 Kg 13.00 lit 0.317

100.00

0.187 0.284 0.652 1.440 111.60 Kg

13 19 44

15

22

2%by wt of mix

13.00 lit

Sr. No.

MORTH Section

17

507

Particulars

Unit

Bituminious Concrete ( 5.50% bitumen content with Dust filler)

One Cum

Material Required

Metal 13.2 mm To 10 mm Metal 10 mm To 5 mm Metal below 5.6 mm Bitumen VG-30 Dust

18

508

19

508

20

509

21

509

22

510

Mix seal Surfacing Type -A ( Close graded Mix seal surfacing) Mix seal Surfacing Type -B ( Close graded Mix seal surfacing) Surface Dressing Single Coat surface Dressing Surface Dressing Single Coat surface Dressing Open Graded Premix Surfacing with A Type Seal Coat

One Sqm

LDO Metal below 11.2 mm Bitumen VG-30

One Sqm

Metal below 11.2 mm Bitumen VG-30

One Sqm

Metal 19 mm Nominal size Bitumen VG-30 Metal 13.2 mm Nominal size Bitumen VG-30 Metal 13.2 mm To 5.6 mm(Premix) Metal 6 mm(Seal Coat) Bitumen VG-30(Premix) Bitumen VG-30(Seal Coat) LDO Metal 6 mm Nominal size Bitumen VG-30 Metal 6 mm Nominal size Bitumen VG-30

One Sqm One Sqm

23

511

Liquid Seal Coat

One Sqm

24

511

Liquid Seal Coat(Premix Type B)

One Sqm

423

Qty. of Material in Cum 0.488

% of materia l 35

0.320 0.557

23 40

1.365 139.26 Kg 2%by wt of mix 15.00 lit 0.027 2.20 kg

0.027 1.90 kg

0.015 1.20 Kg 0.01 1.00 Kg 0.027 0.009 1.46 Kg 0.98 Kg 0.24 lit 0.009 0.98 Kg 0.006 0.68 Kg

424

425

426

427

428

429

430

431

432

433

434

435

436

437

438

439

Modern Machinery Annexure ESalient features of Modern Machinery. Reversible Drum Type Concrete Mixer Fully Automatic Micro processor based PLC with SCADA enabled Reversible Drum Type Concrete Mixer of minimum 8 to 12 cum/hr capacity of any standard company. It Shall have minimum following FEATURES (Technical Specification )          

Fully automatic; No skilled operator shall be required Zero vibration if Diesel operated. Four Bin Digital Weighing System Atomized Digital Water Feeding System Atomized Digital Admixture Feeding System SCADA enabled Batch System Centralized Lubrication System Machine Output / Hour Minimum -- 8 to 12 Cum./Hr. Water Tank Capacity minimum -- 150 Liter Load Cell Based Weighing System with Digital Display.

The Contractor shall provide the web application in such a manner that it also updates the data in real time on PWD's works management e-governance application dashboard.

Concrete Batch Mix Plant Pan Type Fully Automatic Micro processor based PLC with SCADA enabled Concrete Batch Mix Plant (Pan Mixer) of minimum 18-20 cubic meter per hour capacity of any standard companywith SCADA shall be installed at site of work with appropriate number transit mixer and pumps shall be used. It Shall have minimum following FEATURES (Technical Specification )

 Fully Automatic Micro Processer based PLC with SCADA system Protected Enclosure for Dusty Atmosphere. Facility to use 4 Aggregates, 1 Cement and 1 Water as per standard. 440

Highly accurate batching material in Air Concept Adjustable batch size Fly ash / Admixture report for each batch. Online Water Correction Discrete / Continuous mode. Easy calibration of Weighers. Stainless steel corrosion resistant Load cells. Electronic weighing of all components including water, admixtures etc. Automatic Buzzer sound after every production end. Interfacing with Computer for Data Backup and printout The Contractor shall provide the web application in such a manner that it also updates the data in real time on PWD's works management e-governance application dashboard.

Bituminous Drum Mix Plant For all Bituminous items under this contract, the contractor shall provide webbased Supervisory Control and Data Acquisition (SCADA) arrangements for the following (i) Temperature of metal before mixing. (ii) Temperature of bitumen before mixing. (iii) Temperature of mix material. The Contractor shall provide the web application in such a manner that it also updates the data in real time on PWD's works management egovernance application dashboard.

Modern Hot Mix Plant (Batch Type) Asphalt Batch Mix Plant Minimum 80 TPH capacity It Shall have minimum following FEATURES (Technical Specification ) Fully computerized air conditioned control cabin, with on-board electrical power control console, distribution switch board, fully automatic process, interlocks and sequence controls.  User friendly software on computer with a parallel PLC man machine interface.  Fail Proof interlocks and auto process controls.  Online fault detection with remote connectivity and solution. 441

 Docket printing and inventory management.  Provisions to print & store production details, mix proportions etc.  Automatic cold aggregate feeder controls linked with mix design and hot bin levels.  Automatic free fall compensation.  PLC Diagnostics system allows for quick trouble location and trouble shooting in the plant.  *SCADA Controls an extension to PLC allow for access & changing system calibration from remote locations as well  as production data storage for future references.  Automatic Maximum Temperature Controller for Aggregate and Bitumen.  Mix Temperature Automatic Controls. The Contractor shall provide the web application in such a manner that it also updates the data in real time on PWD's works management e-governance application dashboard.

Intelligent Compactors The data of All parameters as per IRC SP 97 - 2013 on the intelligent compactor, including graphic displays shall be replicated on the PWD user Terminal on real time basis (time lag not more than 15 seconds). Roller / Compactors shall be intelligent. The intelligent compaction system shall have compaction analyzer. The compaction analyzer system shall be inbuilt and provided by the original manufacturer at the time of first sale of the compactor. In no case retro-fitted system shall be accepted. The compactor shall be fitted with VSAT (Very Small Aperture Terminal). Vibratory / Static Rollers (i)

Temperature of mix during compaction.

(ii) Vehicle tracking to monitor movement of Roller / Compactor and so as to give approximate number of passes, speed and direction (Forward / backward movement) of Roller/Compactor. Arrangement for security of data, Disaster recovery arrangements shall be as per I.T. Industry practice, during the construction period and upto defect liability period.(DLP). Handing over the data on the Web Server after DLP in Electronic form as instructed by Engineer In charge.

442

Calibration of all SCADA related attachments /accessories as per the specification:- Web based application to monitor the schedule of Calibration of all SCADA related attachment/accessories. The invalidity of calibration shall lead to non-acceptance of work or measurement and the Contractor shall not be paid for such non-accepted work or measurements Submission of printed and authenticated reports to the Engineer Incharge as and when required. Point (1) to (6) above shall be arranged and maintained during contract period and defect liability period. Cost includes rectification, fine tuning, corrections, additions & alterations to the system to the satisfaction of Engineer Incharge.

Intelligent Compacting System The intelligent compacting system shall have GPS, temperature sensors and screen fitted on the compactor. This system shall be IP-65 compliant. This compaction system shall also record the number of passes made by the compactor. The system shall have the monitor that shall show that compaction in graphical form to the operator on the compactor. The contractor shall provide real time data transfer to the web application to monitor the compaction remotely. The Contractor shall provide the web application in such a manner that it also updates the compaction data in real time on PWD's works management e-governance application dashboard. The intelligent compacting system shall be connected with dashboard system. The contractor shall provide software facility for PWD officials to update QAP (Quality Assurance Plan) related data for compaction through its web application that will get transferred to the intelligent compacting system to bench mark the acceptance norms for color coding, no of passes and acceptable temperature and density levels. The contractor shall provide compaction register that shall contain information related to the compaction for further analysis. The compaction register shall maintain following record RUN ID, DATE and TIME of compaction, latitude, longitude, location, temperatures (in case of asphalt), density (for soil it can be derived as a compaction measurement value). no of passes, colour for temperature, colour for number of passes. The contractor shall provide web application to replicate the actual view as shown on the monitor of the compactor through live streaming of the compaction operations. The system shall be inbuilt provided by the original manufacturer of compactor. In no case the retrofitted system shall be accepted.

443

Web ConnectivityThe contractor shall provide web connectivity. The web connectivity shall have minimum 1 MBPS internet speed and 100 % availability. Software should be intelligent; The contractor shall make sure that the entire software and hardware solution is virus free.The data so acquired shall be uploaded to PWD Website in real time with time lag not more than 30 Seconds .

GIS MAP Displaying locations of all above Hot mix Plants, Concrete mix Plants, Tippers used for transportation of the mix and other materials,Roller/ compactor Sprayer and paver on GIS map and / or Vehicle tracking system is mandatory Web connectivity to all locations of all above mentioned machineries and transportation, moving construction equipment , where data is being acquired, transmitted, processed, stored and retrieved with minimum speed of 1 MPBS and 100 % availability. The contactor shall provide the web application in such a manner that it shall first update the above data in real timewith time lag not more than 30 Seconds on PWD‟s works monitoring e-governance web application automatically. The contractor shall put his request to Engineer In Charge to get access to the PWD e-governance web application. For all above mentioned machineries, Costs of Web-based application, Computer Software, Hardware etc. to transmit, process, store and retrieve the data in the forms and formats as prescribed by the Engineer In charge, are included.

444

BLOCK ESTIMATE RATES

CIRCULAR FOR BLOCK ESTIMATE RATES FOR 2016-17 The rates to be adopted for different types of roads and bridges work in block plans estimate for the year 2016-17(w.e.f. 01/07/2015) are show in the statement below with guidance. These rates may be considered for normal provisions of the items mentioned against each rate. In special circumstances/ extra ordinary site conditions, detailed rate analysis may be furnished in the block estimate where the difference is less than/ more than 10%. These rate basically cover work portion only and other usual lump-sum provisions that is Contingencies, W. C. Establishment, Q. C. charges, Turnover tax etc. may be considered separately as usual. The rates are worked out by considering " 0 " lead and royalty Rs.141.34 per cum. Any deviation from these should be actually worked out at the time of framing block estimate. Add 10 % extra charges are to be levied for works in tribal areas. Note :1. (a) Improvement to existing road as per standards (excluding WBM) - Rate calculated considering E/W widening 1.0 m. wide on either side. (0.60 m height) in Hard Murum having CBR more than 6% and compaction to 95% P. D. 1. b (i) - Strengthening by 60 m. size metal (0.15 m.) compacted for 4.05m. width. - Rate calculated, with 1.0 m. Hard Murum berm of 0.15 m. thick in either side with Compaction. 1. b (ii) - Strengthening by 40 mm. size metal 3.75 m. width (0.075 m. compacted). - Rate calculated, with 1.0 m. compacted Hard Murum berm of 0.075 m. thick on either side with compaction. A) ROAD WORKS Sr. No. 1 A A-1 A-2 A-3

B B-1 B-2 C

Items

Rate/ KM

Improvement Improvement to existing road as per std. (excluding WBM) V. R. O. D. R. M. D. R. (i) 3.30m wide (ii) 4.05m wide (iii) 6.0m wide (iv) 7.50m wide Strengthening by W. B. M. Gr. II 4.05m wide Strengthening by W. B. M. Gr. II 4.05m wide W. B. M. Gr. III Black topping Black topping 3.75m 445

Rs. 4,70,000/ km Rs. 5,50,000/ km Rs. 8,30,000/ km Rs. 10,50,000/ km

Rs. 7,00,000/ km Rs. 3,70,000/ km

C -1 C -2 C -3

P/L 75mm thick MPM Single coat surface dressing 20mm thick OGC with liquid seal coat

Rs. 8,00,000/ km Rs. 2,60,000/ km Rs. 5,85,000/ km

2

P/L 225mm thick WBM Gr. II layer 75mm tk MPM, 20mm OGC with seal coat for 3.75m wide

A B

Non. B. C. B. C.

Rs. 34,00,000/ km Rs. 38,00,000/ km

3 A

Widening Only widening of carriageway 3.75m to 5.50m (a) Non. B. C. (b) B. C.

Rs. 18,00,000/ km Rs. 23,00,000/ km

B

C

5.50m to 7.00m (a) Non. B. C. (b) B. C.

Rs. 18,00,000/ km Rs. 23,00,000/ km

(a) Non. B. C. (b) B. C.

Rs. 30,00,000/ km Rs. 38,00,000/ km

3.75m to 7.00m

4

B. T.Works

A

75mm mpm + 20mm OGC + seal coat- 3.75m wide

Rs. 14,86,800/ km

B

75mm BUSG + 20m OGC + seal coat- 3.75m wide

Rs. 16,72,200/ km

C

75mm BM 3.3% + 20mm OGC + seal coat -3.75m wide

Rs. 22,23,850/ km

D

75mm mpm + 25mm BC 5.50%-5.50m wide

Rs. 21,80,600/ km

E F

P/L 75mm tk BUSG + 25mmBC 5.50%- 5.50m wide

75mm tk BM 3.3% + 25 mm BC 5.5% - 5.5m wide

446

Rs. 24,32,100/ km Rs. 32,41,200/ km

(B) CD WORKS & BRIDGE WORKS Rate/ Nos Sr. No. Items 7.50m 10.0m CD Works with NP Pipes Rs. Rs. 1 800mm dia. Single row 72,800 1,00,800 800mm dia. Two row 1,08,000 1,16,800 800mm dia. Three row 1,28,800 1,76,000 900mm dia. Single row 86,400 1,08,000 900mm dia. Two row 1,26,400 1,56,800 900mm dia. Three row 1,68,000 2,28,800 1000mm dia. Single row 1,05,600 1,44,800 1000mm dia. Two row 1,44,800 1,81,600 1000mm dia. Three row 1,65,600 2,16,800 1200mm dia. Single row 1,17,600 1,45,600 1200mm dia. Two row 1,59,200 2,16,000 1200mm dia. Three row 1,77,600 2,80,000

2

Causeways with (VHP) vent for all vents

3 A B C

Major Bridge open foundation Raft foundation well foundation

2,77,200 4,40,000 4,40,000

4 A B C D

Major Bridge/ Slab drains open foundation Raft foundation Non submersible approach Submersible approaches

2,77,200 3,52,000 2,640 2,816

12.0m

41,360

447

3,52,000 4,40,000 2,728 3,080

4,40,000 5,28,000 2,816 3,168

(C) BULDINGS WORKS Sr. No. 1

2

3

4

5

Items ITI/ Administrative Building/ other Ground floor First floor

Rate/ Sq mt Rs. 18,400/Rs. 11,000/-

Hostel Building/ other building Ground floor First floor Second floor

Rs. 23,500/Rs. 16,500/Rs. 16,600/-

Ground floor First floor

Rs. 24,000/Rs. 19,000/-


Rs. 18,700/Rs15,900/-


Rs. 22,900/Rs. 19,500/-

Rural Hospital/ Other building

Residential Qtrs Type I & II

Residential Qtrs Type III, IV & V

448

Pune PWD DSR 2016-17

Recommend Documents