Schedule of Rates Roads and Bridge Works 2015 16vvn

GOVERNMENT OF TELANGANA IRRIGATION.

P01 - P54

ROADS & BRIDGES.

P55 - P82

BUILDINGS.

P83 - 372

ELECTRICAL.

P373 - P 457

COMMON SCHEDULE OF RATES AS PER T.S. REVISED STANDARD DATA FOR THE YEAR 2015-16 (Effective from 1st June, 2015 ) IRRIGATION.

01

--

ROADS & BRIDGES.

55

--

BUILDINGS.

83

--

ELECTRICAL.

373

--

BOARD OF CHIEF ENGINEERS

54 82 372 457

MASTER INDEX Sl. No.

Description

Page No. From 1 1

To 51 25

1 2

Part-I (Irrigation & CAD Works) Part-II(Road Part-II (Road & Bridge Works)

3

Part-III (Building works)

1

291

4

Part-IV ( Public Health Works) Part-IV

1

88

1

5

5

Annexure – Latest Annexure – Latest G.O. on Seigniorage Charges

Proceedings-Part-I-Irrication& CAD SoR 2015-16

Office of the Engineer-in-Chief (I.W) I&CAD Dept., Errum Manzil, Hyderabad Proc. No. ENC/IW/P&M/EE/DEE-2/AE ENC/IW/P&M/EE/DEE-2/AEE.5/13305/Vol.I E.5/13305/Vol.I Dt: 25.07.2015 Sub:

Ref:

Schedule of Rates as per Telangana Revised Standard Data for the year 2015-16 -Irrigation & CAD works(Part-I), Road & Bridge Works (PartII), Building Work Items(Part-III) and Public Health Items (Part-IV)approved-Printing approved-Print ing & Communication C ommunication of SoRs - Reg. 1) G.O.Ms.No. G.O.Ms.No.49,I&CAD 49,I&CAD (PW:Reforms)Dept. (PW:Reforms)Dept.,, dt:2.3.2009 2) CE (PH) Lr.No. 146/T1/SoR/2015-16/20 146/T1/SoR/2015-16/2015 15 dt. 10-07-2015 3) ENC (R&B) Lr.No. 20415/EE(R)/DEE1/AEE4/2014 dt. 27-06-2015 4) CE(R&B) Lr. No. DEEII/AE8/SoR 2015-16/3/2015 Dt:25.07.201 Dt:25.07.2015 5 5) ENC(PR) Lr No.752/AE/DEE-T/Techinical/2015 Dt:16.07.2015 6) Industrial Consumer Price Index points obtained from Commissioner, Labour Department 7) Minutes of BOCEs meeting for Schedule of Rates held on 25.05.2015. **** The Government have approved Revised Standard Data vide ref 1 st cited.

The Schedule of Rates as per Telangana Revised Standard Data for the year 201516 is approved based on the following. The draft schedule of rates for the year 2015-16 furnished by the ENC (IW), ENC (PR), ENC(R&B), CE(R&B) and CE (PH) were discussed and finalized in the annual BOCE meeting held on 25.05.2015 25. 05.2015 at 3:30 PM in BOCE’s Conference hall. Based on the BoCE’s Discussions The Chief Engineer, Public Health vide reference 2nd has furnished Part-IV of Common SoR for Public Health works items and Public Health Materials The Engineer-in-Chief (R&B) vide reference 3 rd cited has furnished the Part-II of Common SoR for Roads & Bridge items for the year 2015-16. 2015 -16. The Chief Engineer (Buildings), R&B vide reference 4 th cited has furnished the Part-III of Common SoR i.e., Buildings for the year 2015-16 The Engineer-in-Chief (IW) has furnished the draft rates proposed for Labour Rates and Basic data for Irrigation Items Part-I of Common SoR for the year 2015-16. 1


The Engineer-in-Chief (PR) vide reference 5th cited has furnished the draft rates for materials other than covered under irrigation basic data of Part-I of Common SoR for the year 2015-16. The he procedure for the adoption of Irrigation work items, lead & lift charges (Common to all departments) is incorporated in the Annexure Annexure-A A of of SoR. SoR . The approved basic rates are applicable to the datas as per Revised Standard Data approved by the Government vide G.O.1 st cited. The e

Governement Gove Go vern rnem emen entt

vide vi e vi

G.O. G.O. G.

MS.No.15 MS.No MS. No..15

T.R&B(R-1) T.R& T. R&B B 1

Department Depa De parrtme men n

Dt:24.12.2014 has issued orders for Adoption of MoRTH data by all Engineering Departments Depar ents of Telangana Telangana Telang ana State State in respect respect of of Road Road and and Bridge Bridge works, Bridge works, with with with prevailing revailing Standard Schedule of Rates in preparation of estimates. The Government approval is necessary to adopt any other dat data. The lead & lift charges are common to all Engineering Departments. The detailed calculations are incorporated in the Lead & lift chapter in the I&CAD Works (Part-I) of Telangana Revised Standard Data. During the BoCE’s meeting held on 25 -05-2015, it is observed that in some of the estimates, Lead Charges are being added directly to the material basic rates for arriving the finished item rate. In view of that, the BoCE’s has instructed to see that while arriving the finished item rate, the lead charges are to be added to the material basic rates rates only after deducting the provision provision of "Contractor's Profit and Overhead charges" One hard copy & compact disc containing Schedule of Rates is here with communicated. No other items other than the items communicated by this Office shall be introduced in the SoR. The Heads of Department and Officers mentioned below are authorized to print the Schedule of Rates for the year 2015-16. The unauthorized printing &

2


selling of the SoR is strictly prohibited. The Schedule of Rates for 2015-16 will be in force until the new SoR comes in to force. Any discrepancies found (or) corrections required in SoR 2015-16 may be brought to the notice of undersigned for issuing corrections. The he revised rates will come into force from 1st June of 2015 2015.. The receipt of the proceedings may be acknowledged. Encl: SoR 2015-16 containing Part-I (Irrigation & CAD works), Part-II (Road & Bridge works) Part-III (Buildings works) and Part-IV (Public Health works)

Sd/- J.Vijaya Prakash, 25.07.2015 Engineer-in-Chief (I.W.) Engineer-in-Chief Chairman, BOCE (SoR)

I) Copy communicated to the Principal Secretary to Govt., I&CAD Dept., B-Block, Secretariat Buildings, Hyderabad. I) Copy Communicated to the following Heads of Departments along with I) Enclosures for information. 1) Engineer-in-Chief (Admn & NH)., Roads & Buildings Department. 2) Chief Engineer (P.H.), Public Health Department. 3) Engineer-in-Chief (P.R.), Panchayath Raj Department. 4) Engineer-in-Chief (RWS) R W S, Department. 5) Chief Engineer (Buildings), R&B Department. 6) Copy of C.D containing Schedule of Rates 2015-16 & Standard data, part-1 (Irrigation & CAD works) to all Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for favour of information. III) Copy to the Superintending Engineer, Irrigation Circle, Irrigation & CAD III) Department, Red Hill, Hyderabad for necessary action.

Sd/- J.Vijaya Prakash, 25.07.2015 Engineer-in-Chief (I.W.) Engineer-in-Chief Chairman, BOCE (SoR) 3


Important – Read Important – Read The following ANNEXURE- A

1) The SPIU (Irrigation), Centre for Good Governance (CGG), Hyderabad has developed software package linking the basic input data of Irrigation with approved data of Irrigation work items. 2) The lead and lift charges are common to all Engineering Departments. The detailed calculations are incorporated in the Lead &Lift charges chapter in the I&CAD works (Part-1) of Telangana Revised standard data. The Leads for Steel and Cement shall be from the nearest market place to the project area 3) Further, the CGG has also developed estimate preparation package to use in the preparation of estimates duly making provision for incorporation of applicable lead & lift for different materials, Area allowances for labour, Dewatering charges and VAT as additional. 4) For Gates & Hoist works, the excise duty on the fabrication of work (other than materials) shall be added as per the Government Orders issued from time to time while preparing the estimate. 5) The estimate sanctioning authority shall physically verify each and every Irrigation work item data incorporated in the estimate with basic input data before sanction of the estimate. Any lapses or arithmetic errors arising in the sanction of data’s /estimate due to adoption of the software package lies entirely on the concerned estimate sanctioning authority only. 6) Any discrepancies / corrections required for improper basic input data appearing in the approved data’s of Irrigation work items in the software package and hard copy of SoR & Standard data’s (part -1) may be brought to the notice of undersigned for issuing corrections.

Sd/- J.Vijaya Prakash, 25.07.2015 Engineer-in-Chief (I.W.) Engineer-in-Chief Chairman, BOCE (SoR)

4

ROADS & BRIDGE WORKS

1

Index PART-II Roads & Bridge Works S.No Description 1 Preamble 2 Labour Rates 3 Materials & Work Item Rates Hire Charges of Plant & Machinery for Roads R oads & Bridge 4 Works 5 Conveyance Charges of Materials

2

PREAMBLE

3

PREAMBLE I.0 AREA ALLOWANCES: A) CORPORATIONS CORPORATIONS & MUNICIPALITIES: MUNICIPALITIES:

a)

25% extra over the rates on labour component of works is allowed in Municipal

Corporation

Limits

of

Telangana

State

except

all

Greater

Hyderabad, (Upto a belt of 12 kms from Municipal corporation limits) and other corporations as notified by the Government from time to t ime. (ii) 40% extra over the rates on labour component of works for Greater Hyderabad, Corporation limits (Upto a belt of 12 kms from Municipal corporation b)

limits)

Allow 20% extra extra over over basic rates on labour component component of of works works in all District Headquarters and the remaining Municipal limits ( up to a belt of 12 Kms. from Municipal limits ).

B) JAIL COMPOUNDS: 20% extra is allowed over labour rates for the work in the Jail compounds. Only Onl y e q u i v a l e n t num number ber of of Man Maz Mazdoo doorr shall shall be prov provide ided d in the Jail pre premi mises ses and no women Mazdoor are allowed inside. C) INDUSTRIAL AREA: a. 20% over basic rates on labour component works allowed for works situated

within

10

Lingampally,Ibrahimpatnam,

Kms belt Tandur

of

in

Industrial

Ranga

Reddy

area

of,

District,

Jeedimetla, Kothur

in

Mahabubnagar District,Patancheru, Ramachandrapur in Medak District, Bibinagar in Nalgonda District,Ramagundam

and

Godavarikhani

in

Karimnagar

District,

Manchiryal,Mandamarri, Bellampalli in Adilabad District, Sarpaka, Kothagudem, Paloncha,Manguguru, Singareni Collieries in Khammam District, Kamalapur, Bhoopalpally

of

Warangal

Nagapally(Centenary

District,

Colony,

Wadepally

Begumpet

of

X

“

”

Nalgonda

District,

roads) Takkalapally

of

Karimnagar District. D) AGENCY / TRIBAL AREAS: a)

25% extra allowed allowed for the works located located within the interior Agency/Tribal Agency/Tribal limits,

i.e. for the works works located located within within & upto16 KMs from any all

weather routes inside Agency / Tribal. b)

40% extra extra allowed for the works works located within the interior Agency / Tribal limits, i.e. for the

works wo rks located beyond 16 KMs from any all

weather route inside Agency / Tribal. 4

NOTE:

1. No extra percentage is permissible in respect of Forest produce such as Bamboo, Rellu grass and for all materials obtained from outside the Agency /

Tribal.

2. The extra percentage under Agency / Tribal areas allowance may be allowed allowe d

on

the labour comp componen onentt and on the labour charges in

the th e ra rate tess fo for c o n v e y a n c e of mat ate eri rial als. s. 3.The extra percentage on cost of materials in Agency / Tribal areas can be allowed on the labour

component only, if they are ar e manufactured

in the Agency / Tribal T ribal areas ar eas itself except Forest produce. E) GHAT ROADS: For Ghat Roads steeper than 1 in 20, the length of the road may be taken as 1.5

times

the existing length of the road for the purpose of leads only for

conveyance of materials based on the certificate for the Ghat Road given by the Superintending Engineer concerned. Foot Note: Under compelling circumstances, the concerned Chief Engineer can adopt the equivalent length of road as 2 ½ times of actual length.

Note below area allowances: If more than one area allowance ( such as those ) for (1) Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable for a particular situation, only the maximum out of the allowable percentages is to be allowed.

2.0 WATER LEADS: The following labour is allowed for conveyance of water for every ½ Kilometer lead or part there of over the initial lead of ½ kilometer. a)

Cement concrete

Mazdoor/cum Cum. b)

:

1.5 Women

Masonry

:

1.0 Woman Mazdoor/ Cum. c) Plastering

:

0.5 Woman Mazdoor/ 10 Sq.m

Note:- For Water leads of over 2 KMs, specific approval of Chief Engineer concerned is necessary.

5

3.0

EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION EX CAVATION IN RESTRICTED PLACES: I)

EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN RESTRICTED PLACES: A. TRIAL TRENCHES: 1) Trial trenches of not more than 2 metres in width … 25% extra B. TRIAL PITS:

II)

1) Up to 2 Metres depth

…

2) 2 Metres to 4 Metres depth

…

25% extra 50% extra


…

75% extra


…

100% extra


…

150% extra

6) More than 9 Metres depth

…

200% extra

EXCAVATION IN RESTRICTED PLACES:I) Foundation of Buildings

75% extra

….

II) For pipe lines where the depth is less ..…

75% extra than 1.5 time t imess the width wi dth

III) For pipe lines where the depth is

. …

120% extra

1.5 times times or more than the width IV) Silt removal removal in restricted areas such U. T’ s., s., Culverts and Syphons.

…

120% extra

V) Excavation of field channels

…

75% extra

VI) For narrow trenches not more than 2 meters in width and depth not less than twice the width and for excavation of road boundary drains, model sections of canals.

…

VII)High berm cutting of not more than 150 mm average average thickness and sectioning for roads

…

75% extra

50% extra

Note: 1) The extra percentage is allowed over rate for corresponding soil. It includes the charges for all

lifts and initial initial lead but does does not not include

dewatering charges if any in respect of all the items

under ( A) and (B) (B)

above. 2) The above extra percentages in respect of excavation in hard rock for restricted

places are to be allowed for (2/3) rd of the cost and shall 6

LABOUR RATES

Sl.n S.S. o Ite m No.

1 (A)

Description

2 3 SKILLED WORKMEN First Class 1a Mason and stone cutter 2b

Brick Layer

3c 4d

Carpenter Painter

5e

Plumber

6f

Welder

7g 8h 9

Fitter Electrician 1 Cook

10

2 Me Mechanic

11 12 13 14

5 6 3 7

15

Well Sinker Blaster Barbender Tipper and Heavy Vehicle Driver above 12 T

16

Road Roller Driver (7.5 T to 12 T) Operator Concrete Mixer

17

Vibrator

18

Jack Hammer

19

Driller

20

11 Pump operator

21

13 Wireless Operator

Unit (Per)

4

23

5

Day

415

Day

415

Day

415

Day

480

Day

480

Day

415

Day Day

415 480

Day

380

Day

415

Day Day Day

420 480 490

Day

480

Day

415

Day

415

Day

415

Day

415

Day

480

Day

415

Remarks

6

As per I&CAD I&CAD (S.No.39) As per I&CAD I&CAD (S.No.11) As per I&CAD (S.No.4) As per I&CAD I&CAD (S.No.35) As per I&CAD I&CAD (S.No.36) As per I&CAD I&CAD (S.No.41) As per I&CAD (S.No.6) As per I&CAD (S.No.5) As per I&CAD I&CAD (S.No.2) Other Category As per I&CAD I&CAD (S.No.12)

As per I&CAD (S.No.3) As per I&CAD (S.No.1) As per I&CAD I&CAD (S.No.15)

As per I&CAD I&CAD (S.No.27)

As per I&CAD I&CAD (S.No.16) As per I&CAD I&CAD (S.No.32) As per I&CAD I&CAD (S.No.23) As per I&CAD I&CAD (S.No.34) As per I&CAD I&CAD (S.No.24)

475

As per I&CAD I&CAD (S.No.12) Other Category

Day

465


16 Work Inspector with I.T.I Day qualification

475

Day 22

SoRate for 2015-16

15 Jeep Driver

8



1 24

25

26

Description

Unit (Per)

2 3 17 Work Inspector with LCE, LME,L.E.E qualification Day 18 Work Inspector with B.E (Civil Mechanical and Electrical qualification

SoRate for 2015-16

4

5 590

Day

790

19 Work Inspector with Nontechnical qualification Day SSLC/SSC/HSC

27 27 a(i)

Typist/Job Typist

28 a (ii)

Computer operator

"CAD Operator with Diploma in Engineering Day /General degree with CAD certificate" (B) SEMI –SKILLED WORKMEN SECOND CLASS 30 1 Mason Day

475


520


29 b

32 c

Carpenter

33 d

Painter

34 i

35 36 37 38 39 40 41 42

Electrician

2 4 5 6 7 8 9

Caulker Tinker Sawyer Brick-Moulder Pot-tile turner Pan-tile turner Brick and Lime Kiln man/Glazzer 10 Telephone Operator


400

Day

Brick Layer and Stone Cutter

6 As per I&CAD I&CAD (S.No.4) Other Category

As per I&CAD I&CAD (S.No.10)

Day

31 b

Remarks

650


-

370 370

Day Day

370

Day

370

Day

370

Day Day Day Day Day Day Day

370 370 370 370 370 370 370

Day

475

9

As per I&CAD I&CAD (S.No.35) Semi-Skilled As per I&CAD (S.No.35) Semi-Skilled As per I&CAD I&CAD (S.No.4) Semi-Skilled As per I&CAD I&CAD (S.No.37) Semi-Skilled As per I&CAD (S.No.23) Semi-Skilled



1 43

Description

2 13 Ha H ammer Man

44 45 46 47 48 49

14 15 16 17 18 19

Thatcher Fireman Cleaner/Helper Stone Packer Jawali Ex-Service man/Goorkha watchman

50 51 52

20 Ratton Worker 21 Mate 1 He H ead Mazdoor (Mukaddar)

(C) UNSKILLED WORKMEN 53 2 Ma Man Mazdoor

54

3 Wa Watch Man

55

5 Wo W oman Mazdoor

Unit (Per)

3

SoRate for 2015-16

4

5

Day

370

Day Day Day Day Day Day

370 370 370 370 370 370

Day Day

370 370

Day

370

Day

310

Day

310

Day

310

Remarks

6 As per I&CAD I&CAD (S.No.40) Semi-skilled

As per I&CAD I&CAD (S.No.10) Semi Skilled

As per I&CAD I&CAD (S.No.3) Un-Skilled As per I&CAD I&CAD (S.No.5) Un-Skilled As per I&CAD I&CAD (S.No.4) Un-Skilled

56 6 (b (b)

Helper/Cleaners/Sweepers Day /Scavangers/Chouki /Scavange rs/Chouki 310 dars/Security Guards/Office Boys Note : Whenever unskilled workmen are engaged for cleaning of Sewers & Septic Tanks, they may be paid double of the above wages.

(D) OTHER CONVEYANCE ITEMS 57 1 Single bullock with driver Day and cart 58 2 Bullock pair with driver Day 59 3 Bullock pair with driver and cart Day

60

6 Na N ava with crew

400

As per I&CAD I&CAD (S.No.6) Semi Skilled

425

Day

390

As per I&CAD I&CAD (S.No.5 ) Semi Skilled As per I&CAD I&CAD (S.No.3) Semi Skilled

Not e :1) The wage should not be less than the minimum wages of schedule of employment, subject

to out turn. 2) 25 25% % ext xtrra ove verr th the e co corr rre esp spon ond ding la lab bou ourr rate tess in re resspect of th the e wor ork k to be don one e dur uriing ni nig ght time ti me su subj bjec ectt to is issu sue e of ce cert rtif ific icat ate e ac acco cord rdin ingl gly y by th the e co conc ncer erne ned d es esti tima mate te sa sanc ncti tion onin ing g au auth thor orit ity y for providing in the data and by concerned Executive Engineer in charge of the work for payment. The night time allowance is applicable only to the works done under Greater Hyderabab Muncipal Corporation only. 10

MATERIAL & WORK ITEM RATES

Sl. No

S.S. Item No.

1

2

1

22.a

2

b.I

Description

3 (A) STONE AND ROAD MATERIALS ROUGH STONE QUARRIED INCLUDING WEDGING, BREAKING,BURNING, BREAKING,BU RNING, SPLITING AND STACKING

Unit

SoR Rate for 2015-16

Remarks

4

6

7

For R.R Masonary Work (other than Granite, Dolomite and Trap

1 cum

For SS Revetment work 225 mm

1 cum

160

144

3

b.ii

For SS Revetment work 300 mm

1 cum 164

4 5 6 7 8 9

b.iii c d I. d II. d.iii d.iv

10 11 12

e f g

For SS Revetment work450 mm Jeddy Stone above 450 mm to 600 mm Laterite for revetment 225 mm Laterite for revetment 300 mm Granite for SS revetment 225 mm Granite for SS revetment 300 mm Note:- Only Note: Only when other than granite is not available Laterite for masonry Cyclopean stones above 0.2 cum For R.R.Masonry works ( granite, dolamite and trap variety

As per I&CAD I&CAD (M003) of Mis Items Material other than covered under

1 cum 1 cum 1 cum 1 cum 1 cum 1 cum

136 188 118 138 154 156

do do do do do do

1 cum 1 cum 1 cum

136 254

do do As per I&CAD I&CAD (M148) of Mis Items Material other than covered under Irrigation do

252

13

As per I&CAD I&CAD (S.NO 3) of Mis Items Material other than covered under Irrigation

NOTE:- For items 22(a) to 22© ,22d.iii,22d.iv 22(f) and 22(g) add 1 cum extra Rs /cum, wherever quarrying is done by blasting

70

COURSED RUBBLE STONE QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING FOR SS FIRST SORT WORKS 14 15 16

23.a b 27

17 18 19

28 b 29 (a) b 30 (a)

20

31

Granite, dolamite and trap For other varieties Granite st stone sl slabs fo for cu culverts, lilintels an and co copings (3 (3 fa faces dressed coarsed rubble masonr NOTE:: - For items NOTE items 23(a), 23(b) and 27 add extra Rs. Per Cum, wher wh erev ever er ua uarr rr in is do done ne b bl blas asti tin n Bond stones ( 600 x 200 x 200 mm ) Chainage stones and Centre line stones (750x150x150xmm)

1 cum 1 cum 1 cum

each each

30

Kilometers stones ( 1100 x 370 x 250 mm mm) 5th Kilometers stones ( 1520 x 520 x 250 mm) Hectometers stones ( 900 x 200 x 200 mm)

each each each

Based on detailed analysis as per MoRTH Data

Demarcation Stones ( 900 x 150 x 150 mm)

each

70

11

1 cum

262 188 1728 74

37

do do do do do do

do

Unit


Remarks

4 each each each each

6 102 70 8 9

7 do do do do

Sl. No

S.S. Item No.

1 21 22 23 24

2 32.a b c d

25

33.a

26

b

- do - 10mm

27

c

- do -

28

d

- do - 20mm

29

e

- do -

25mm 25

size (IS383,1970)

1 cum

30

f

- do -

40mm 40

size (IS383,1970)

1 cum

31 32 33 34 35 36

g h I j k

37 38 39

40 41 42 43 44

33.l 33.m 33.n 33.o 33.p

45

33a b c d e

46 47 48

Description

3 Guard Stones ( 1200 x 200 x 200 mm ) Guide Stones ( 800 x 150 x150 mm ) Carving letters and figures in stone up to 100 mm size Carving letters and figures in stone above 100 mm size HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING. - do - 6m 6mm size (IS383,1970)

12mm 12

size (IS383,1970)

1 cum 1 cum

size (IS383,1970)

1 cum

size (IS383,1970)

1 cum

- do - 50mm size (IS383,19705) - do - 60mm size (IS383,1970) - do - 65mm size (IS383,1970) - do - 75mm size (IS383,1970) - do - 75 to 100mm si s ize (IS383,1970) NOTE:- (1) Add extra Rs. /- per cum for items 33 (a) to 33 (k) if the metal is obtained by blasting (2) Add 25% 25% extra extra per cum if the metal is obtained by machine crushing excluding cost of blasting. (3) Deduct Rs. /- per cum if the metal or rubble is obtained from surface stone and boulders. (4) Add Rs. /- per cum for selection of stones and boulders from excavated spoil dumps for items 33 a to 33 k, when this addition of Rs. /- per Cum is allowed deduction of Rs. /- per Cum mentioned under Note (3) above should invariably be made. SOFT BROKEN STONE SCREENED AND FREE FROM DUST INCLUDING STACKING - do 40 mm size ( IS383,1970 ) - do 50 mm size IS383,1970 - do 60 mm size IS383,1970 - do 65 mm size ( IS383,1970 ) - do 75 mm size ( IS383,1970 ) HARD BROKEN STONE OF GRANITE TRAP DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING INCLUDING STACKING STACKING (QUARTZITE AND BASALT BASALT WITH AGGREGATE IMPACT IMPACT OF LESS THAN 20)

-do- 2.36 mm to 5 mm size ( IR I RC, MORTH &MORD) -do- 5 mm to 7 mm size ( IR IRC, MORTH & MORD) -do- 9.5 mm to 11.2 mm size ( IRC, MORTH & MORD) -do- 12mm to 14 mm size ( IRC, MORTH & MORD) -do- 19 mm to 22 mm size ( IRC,MORTH & MORD )

12

1 cum 1 cum 1 cum 1 cum 1 cum

532 692 822 1036 994 620 456 419 379 304 248 70 25% 9.9

As per I&CAD I&CAD M050 As per I&CAD I&CAD M051 As per I&CAD I&CAD M052 As per I&CAD I&CAD M053 As per I&CAD I&CAD M054 As per I&CAD I&CAD M055 do do do do do do do do do

17

1 Cum 1 C um 1 C um 1 Cum 1 C um

123 111 87 78 73

do do do do do

1 cum 1 cum 1 cum 1 cum 1 cum

308 504 656 780 984

do do do do do

Sl. No

S.S. Item No.

1 49 50 51 52 53 54 55

2 f g h i j k 1

56

2

57

3

58

4

Description

Unit

3 -do- 25 mm to 27 mm size ( IRC,MORTH &MORD ) -do- 40 mm to 45 mm size ( IRC , MORTH &MORD) -do- 50 mm to 55 mm size ( IRC,MORTH & MORD ) -do- 60 mm to 63 mm size ( IRC, MORTH &MORD) -do- 65 mm size ( IRC ,MORTH &MORD ) -do- 75 mm size ( IRC,MORTH &MORD) NOTE:NOTE :- Add extra Rs. /- per cum for items 33 33 (a) to 33 (j) if the metal is obtained by blasting Add 25% 25% extra extra per cum if the metal is obtained by machine crushing excluding cost of blasting. Deduct Rs. /- per cum if the metal or rubble is obtained from surface stones and boulders Add Rs. /- per cum for selection of stones and boulders from excavated soil dumps for items 33 (a) to 33 (k), when this addition of Rs. /- per cum allowed allowed deduction of Rs. /- per cum mentioned under note (3) above should invariably be made

4 1 cum 1 cum 1 cum 1 cum 1 cum 1 cum 1 cum 1 cum 1 cum

SoR Rate for 2015-16 6 944 588 456 419 379 304 70 25% 9.9

1 cum

Remarks

7 do do do do do do do do do do

17

HARD BROKEN STONE OTHER THAN GRANITE SUCH AS QUARTZ, QUARTZ-NAPA QUARTZ-NAPA AND BASALT SCREENED AND FREE FROM DUST INCLUDING STACKING 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79

80 81 82 83 84 85 86 87

33.q r s t u v 33.w x

33.z1 z2 z3

z4 z5 z6 z7 z8 z9 z10 z11

- do - 10 mm size (IS383,1970) -do- 9.5 mm to 11.2 mm size ( IRC,MORTH & MORD ) - do - 12 12 mm size IS383,1970 -do- 12mm to 14 mm size IRC , MORTH & MORD - do - 20 2 0 mm size (IS383,1970) -do- 19 mm to 22 mm size ( IRC,MORTH & MORD ) - do - 25 2 5 mm size (IS383,1970) - do - 40 4 0 mm size (IS383,1970) -do- 40 mm to 45 mm size ( IRC , MORTH & MORD) - do - 50 5 0 mm size (IS383,1970) -do- 50 mm to 55 mm size ( IRC,MORTH &MORD) - do - 65 mm size (IS383,1970) -do- 60 mm to 65 mm size ( IRC, MORTH &MORD) - do - 75 7 5 mm size (IS383,1970) - do - 75 mm size IR IRC ,MORTH & MORD - do - 75 to 100 mm size IS IS383,1970 - do - 75 to 100 mm IR I RC, MORTH & MORD OTHER ITEMS INCLUDING INCLUDING STACKING Laterite 40 to 75 mm ( ring) kankar, hard broken kankar 40 40 to 75 mm ( ring ) Soling st stone of 150 mm si size of of gr granite, tr trap an and Do Dolamite varieties NOTE:NOTE :- (1) Add extra for items to 33(z3) Rs /- Per cum, wherever quarrying is done by blasting. (2) Wherever controlled blasting is resorted to the Chief Engineer concerned shall approve the observed data in support of SS item No. 22 a to 22 c , 22g, 23

1 C um 1 Cum 1 Cum 1 C um 1 C um 1 Cum 1 Cum 1 C um 1 C um 1 C um 1 Cum 1 Cum 1 C um 1 Cum 1 Cum 1 C um 1 Cum

386 386 362 362 293 293 287 170 170 150 150 142 142 117 117 92 92

do do do do do do do do do do do do do do do do do

1 C um 1 C um 1 C um 1 Cum

101 75 95

do do do do

Soling stone of 150 mm size other than granite variety Soling Stone laterite, Kankar 150mm, surface stone Field picked metal unbroken 20 mm size - do - 25 mm size - do - 40 mm size - do - 50 mm size - do - 60 mm size - do - 80 mm size

1 C um 1 Cum 1 C um 1 C um 1 C um 1 C um 1 C um 1 C um

13

70

66 41 55 42 48 42 36 32

do do do do do do do do

Sl. No

S.S. Item No.

1 88 89

2 3 NOTE:NOTE :- Add Rs. /- Per Cum for selection of stone and boulders boulders from 34 Gravel including stacking

Description

Unit

4

SoR Rate for 2015-16 6 17

1 Cum 103

90 91

35 a b

Quarry rubbish HBG Stone Chips 2.36mm and below

1 C um 1 Cum

81 340

92

36.a

Sand for mortar, ceiling coat including washing screening etc.,

1 Cum 566

93

36.b

Sand for Concrete

1 Cum 422

94

36.c

Sand for filling and blindage

1 Cum 302

95

37

96

40 to 41(c

97

42

98 99 100 101 102 103 104

105

106

107

108

109

Clay for puddle and masonry Items 38 (a) to 39 (h) As per local pr 1 Cum (C) LIME AND CEMENT

Cement excluding cost of empty cement bags

Metric Tonne

NOTE: (1) The rate rate is material material at site site ( No conveyance conveyance charges to be allowe allowed) d) 2)As 42.a Labour for mixing cement mortar 1 Cum b Mixing of cement mortar by machine 1 Cum c d e

Grinding lime mortar or Surkhi mortar Shell lime slaked and screened White cement (D) MORTARS 43 to 45 Items 43 to 45 (E) METAL AND IRON WORKS Mild steel rods 6mm dia.

1 Cum 1 C um 1K .

One Metric Tonne Mild steel flats One Metric Tonne Mild Steel, Structural Steel, I.e., Angles, Channels and I sections. One Metric Tonne High Yield Strength Deformed Bars One Metric Tonne Mild Steel Plates One Metric Tonne NOTE:: (1) The rate are inclusive of sales tax. 2) As per the rates applicable to the NOTE III RATES OF WORKS (A) CLEARING SITE 1.a Clearin heav Jun le 1S m

14

35

Remarks

7 do As per I&CAD I&CAD (M008 of Material) do As per I&CAD I&CAD (S.No 67 of Material As per I&CAD I&CAD (S.No 28 of Material As per I&CAD I&CAD (S.No 27a of Material) As per I&CAD I&CAD (S.No 27b of Material do

Monthly Rates will be communic ated by Govt. Based on detailed analysis as

94 940 30

Monthly Rates will be communica ted by Govt.

Based on

do do do

Sl. No

S.S. Item No.

1 110 111

2 b c

112

d

113 11 3

2.a. 2. a.II

114 115 11 5

ii 2.b. 2. b.II

116 117 11 7

ii 2.c.II 2.c.

118 119 11 9

ii d.I

120 121 12 1

ii eI

122 123 124 12 4

ii iii f.I

125 126 127

ii iii 3.a

128

b

129

c

130 13 0

4.a

Description

Unit

3


4 6 detailed 1 Sqm 1 Sqm analysis as

Clearing light Jungle Clearing Scrub Jungle

Remarks

7

per

Clearing Juliflora (P (Prosafis) jun jung gle including up-rooting and remo re movi vin n of Jul Julif iflo lora ra st stum um s. Cutt Cu ttin ing g and and re remo movi ving ng Pa Palm lmyr yrah ah tr tree eess inc inclu ludi ding ng st stac acki king ng of gi girt rth h 30 to 100 cm. - do - 100 to 200 cm. Upro Up root otin ing g and and re remo movi ving ng Pa Palm lmyr yrah ah st stum umps ps in incl clud udin ing g sta stack ckin ing g of of irth 30 to 100 cm. - do - 100 to 200 cm. Cutt Cu ttin ing g and and re remo movi ving ng da date te tr tree eess inc inclu ludi ding ng st stac acki king ng of gi girt rth h 30 30 to to 100 cm - do - 100 to 200 cm Uprroo Up ooti ting ng and rem emov oviing stum ump ps of dat ate e tr tree eess in incl clud udiing sta taccki king ng of girth 30 to 100 cm. - do - 100 to 200 cm Cutt Cu ttiing and re remo movi ving ng ot othe herr kin ind d of tr tre ees in incl clud udiing stac ack kin ing g of girth 30 to 100 cm - do - 100 to 200 cm - do - above 200 cm Uprroo Up ooti ting ng and rem emov oviing stum ump ps of ot othe herr ki kind nd of tr tree eess in incclu lud din ing g stacking of girth 30 to 100 cm. - do - 100 to 200 cm - do - above 200 cm Uprooting and clearing prickly pear jungle

1 Sqm Each

3.7 19

Each Each

44

Each Each

48

Each Each

35

Each Each

30

Each Each Each

46 75

Each Each 1 Sq.m

33 41

- do - under 2.5 meters height including burni nin ng and burying as directed. - do - over 2.5 meters height includ udiing burning and burying with an initia initiall lead lead of conve conve ance Rem Re mov ovin ing g of na natc tchu hu,, goo goobi bi,, tho thoot otii etc etc.., fro from m dra rain inss, cha chann nne els including clearance if not more than 1 metre depth of water with an initial lead of 10 metres and lift of 2 metres.

1 Sq.m 1 Sq.m

46

24

24

30

24

2.3 3 3.5

1 Sq.m

Clearing alchi, tilla

1 Sq.m

132

b.ii

Removal of Jammu

1 Sq.m

133

c.I

Removal of imponea, cornea

1 Sq.m

134

c.ii

Removal of water hyacinth up to 30 cm thick.

1 Sq.m

135

c.iii

- do - more than 30 cm thick

1 Sq.m

136

d

Remov ova al of na natchu, goobi, th thooti et etc., fo for ev every extra lead or lilift over the initial lead or lift. (B) DISMANTLING DISMANTLING, CLEARING AWAY AND CAREFULLY STACKING MATERIALS USEFUL FOR REUSE.

1 Sq.m

Dry ro Dry roug ugh h st ston one e re reve vetm tmen entt fo forr ap apro rons ns an and d st stac acki king ng wi with thin in 40 metres (C) QUARRYING AND BLASTING

1 cum 62.5

n.(i n. (i))

15

do do do do do do do do do do do do do do do do

1.9

b.I

137 13 7

do

do

131

5

do

3.8 3.3 3.6 3.7 5 1.4

do do do do do do

Sl. No

S.S. Item No.

1 138

2 6

3 Blasting and removing hard granite measured in solid

7 a) I) ii) iii) b) I ii iii 8

Drilling holes in hard granite or sheet rock Manually ( Hand) 20 mm dia meter 25 mm dia meter 36 mm dia meter Pneumatic Compressor 20 mm dia meter 25 mm dia meter 36 mm dia meter Grouting the holes with neat cement slurry excluding cost of steel 20 mm dia meter 25 mm dia meter 36 mm dia meter (D) EARTH WORK NOTE:NOTE :- 1. Standard S tandard Specification No.20-A requires breaking clods, ramming and sectioning of spoil bank etc.,

139 140 141 142 143 144

145 146 147

I) ii) iii)

148

149

Description

Unit

4 1 cum

Remarks

6

7


1 RM 1 RM 1 RM

124 131 151

do do do

1 RM 1 RM 1 RM

140 152 165

do do do

1 RM 1 RM 1 RM

88 111 138

do do do

-

2. Standard Specification No.20-B does not require that three items of work detailed above, but does require neat banking in accordance with the standard specification.

150


-

151a

3. A separate rate for these three items of work will not be necessary where the earth work is executed under the standard s eci ecific ficati ation on No. 20-A. 20-A. Allowances for Excavation Excavation and Forming Embankment: Embankment:

-

151b

(I) Top soil removal up to 5% (ii)Consolidation allowance to Proctor's Density 10% (iii)Shrinkage Allowance - 2 to 2.5% (iv)Wastage1% (v)Allowance for removal of boulders Nil Conveyance by Lorries not applicable to head leads (vi) Clay 25% loamy, Red Earth, Gravel, Homogeneous soils18% (vii) Allowance for compaction and Shrinkage12 to 12.5% EARTH WORK EXCAVATION AND DEPOSITING ON BANK WITH AN INITIAL LEAD OF 10 METRES AND AN INITIAL LIFT OF 2 METRES IN CASE OF HEAD LEAD ONLY.

-

152 15 2

8.a

153 154 15 4 155 156 157

b 9.a b 10.b 11.b

Sand or loo Sand oosse soi oills we wett san and d no nott un und der wa wate terr, sil iltt in ca cana nals ls,, channels and drains SS 20-A. - do 20-B Loa Lo amy an and d Cl Cla aye yey y soi oills lik ike e bla lack ck co cott tton on soi oills, re red d ear arth th and or ord din ina a - do 20-B Slushy soil and silt clearance up to 0.60 metres depth SS 20 20-B Clayey Soil in wet and slushy condition SS 20-B

16

-

-

-

1 cum 1 cum 1 cum 1 cum 1 cum 1 cum

-

Sl. No

S.S. Item No.

1 158 159 160 16 0

2 12.a b 13.a 13 .a

Description

Unit

3 SS 20-A

4 1 cum 1 cum 1 cum

161

b

Hard Gravelly Soils - do SS 20-B SS Mixt Mi xtur ure e of of gra grave vell and and so soft ft di disi sint nteg egra rate ted d roc rock k lik like e sha shale less ord ordin inar ary y gravel, stoney earth and earth mixed with fair sized boulders SS 20-A - do 20-B

162

14

Soft disintegrated rock ( removable by pick axes and crow bars)

163

15

Stone matrix

164 16 4

16

1 cum

165 16 5

17

166 16 6

18.a 18 .a.I .I

167

a.ii

Har ard d dis isin inte tegr grat ated ed ro rock ck or sof oftt roc ock k or con ong glo lom mer erat ate e roc ock k et etc. c.,, removable remov able b ick axes and crow bars Har ard d dis isin inte tegr grat ated ed ro rock ck or sof oftt roc ock k or con ong glo lom mer erat ate e roc ock k an and d Hard Ha rd li lime me ka kank nkar ar re ui uiri rin n ar arti tial al bl blas asti tin n . Fiss Fi ssur ured ed an and d fra fract ctur ured ed ro rock ck an and d bou bould lder erss up up to to 3 cum cum in in siz size e re uirin blastin includ udiin stackin - do - Stacking is not done

168 16 8

18.b 18 .b.I .I

1 cum

169

b.ii

Excava Exca vati tion on of Na Nand ndya yall Sla Slabs bs mo more re th than an 3 cu cum m in in siz size e re requ quir irin ing g blas bl asti tin n in incl clud udin in st stac acki kin n - do - Stacking is not done

170 17 0

19.a 19 .a.I .I

171

a.ii a.iiiii a.i a.iv

172 17 2

19.b 19 .b

173 17 3

20.a 20 .a.I .I

174 175

ii iii

176 17 6

20bi 20 bi

177

ii

178

iii

179 17 9

20.c 20 .c.I .I

180

ii


Remarks

6

7

Based on detailed 1 cum analysis as per 1 cum MoRTH Data 1 cum

1 cum 1 cum 1 cum

1 cum

Based on Hard Ha rd ro rock ck an and d bou bould lder erss mor more e tha than n 3 cu cum m iin n siz size e req requi uiri ring ng bl blas asti ting ng 1 cum detailed analysis includ inc ludin in sta stacki ckin n as per - do - Stacking is not done 1 cum MoRTH Hard Har d rock rock and bou boulde lders rs mor more e than than 3 ccum um in in size size whe wherev rever er 1 cum Data uarr ua rr in is do done ne b co cont ntro roll lled ed bl blas asti tin n . - do - Stacking is not done 1 cum Benchi Benc hing ng,, ch chis isel elin ing, g, we wedg dgin ing g and and bo bori ring ng in ro rock ck in fo foun unda dati tion on 1 cum rade ra de lev level elli lin n . FOR ALL SOILS, SOFT DISINTEGRATED ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE )

-

Extra Extr a for for ev ever ery y add addit itio iona nall 10 10 met metre ress lea lead d or or par partt the there re of ov over er th the e 1 cum initial lead for the first 3 extra leads -do- from 4 th extra lead to 6 th extra lead 1 cum -do- from 7 th extra lead to 9 th extra lead 1 cum Based on detailed FOR HARD DISINTEGRATED ROCK (ITEM 16 TO 17 ABOVE analysis as per (Ext (E xtra ra fo forr eve every ry ad addi diti tion onal al 10 me metr tres es le lead ad or pa part rt th ther ere e of) of) ov over er 1 cum MoRTH the initial lead for the first 3 extra extra leads Extra for every additional 10 mtrs. Lead or part there of from 4 th 1 cum Data extra lead to 6 th extra lead -do- from 7 th extra lead to 9 th extra lead 1 cum FOR FISSURED AND AND FRACTURED HARD ROCK AND AND BOULDERS ETC., ITEM 18 & 19 a ABOVE (Ext (E xtra ra fo forr eve every ry ad addi diti tion onal al 10 me metr tres es le lead ad or pa part rt th ther ere e of) of) ov over er 1 cum Based on the initial lead for the first 3 extra extra leads detailed Extra for every additional 10 mtrs. Lead or part there of from 4 th 1 cum analysis extra lead to 6 th extra lead as er

17

Sl. No

S.S. Item No.

1 181

2 iii

Description

Unit

3 -do- from 7 th extra lead to 9 th extra lead

4 1 cum

FOR ALL SOILS, SOFT DISINTEGRATED ROCK AND STONE MATRIX (ITEM N0s 8-b to 15 ABOVE ) 182 18 2

21.a 21 .a.I .I

183

ii

184

iii

Extra Extr a for for ev ever ery y add addit itio iona nall 1 me metr tre e lif liftt or or par partt the there re of ov over er th the e initial lift for the first first 3 extra lifts Extra for every additional 1 mtrs. lift or part the herre of from 4 th extra lift to 6 th extra lift -do- from 7 th extra lift and above

21.b 21 .b.. I

186

ii

187

21.b.iii

188 18 8

21.c 21 .c.I .I

189

ii

190

iii

Extra Extr a for for eve every ry ad addi diti tion onal al 1 met metre ress Lif Liftt or or par partt ther there e of ov over er th the e initial lift for first 3 extra lifts lifts Extra for every additional 1 mtrs. lift or part the herre of from 4 th extra lift to 6 th extra lift -do- from 7 th extra lift and above

6 MoRTH Data -

1 cum Based on detailed 1 cum analysis as per 1 cum MoRTH Data

FOR HARD DISINTEGRATED ROCK (ITEM 16 & 17 ABOVE 185 18 5


1 cum Based on detailed 1 cum analysis as per 1 cum MoRTH Data

FOR FISSURED AND FRACTURED, HARD ROCK AND BOULDERS BOUL DERS ETC. ETC.,, ITEM 18 TO TO 19 a ABOVE ABOVE . Extr Ex tra a for for ev ever ery y add addit itio iona nall lif liftt of of 1 me metr tre e or or par partt the there re of ov over er th the e 1 cum Based on initial lift for the first first 3 extra lifts detailed Extra for every additional lift of 1metre or part there of over from 1 cum analysis 4th extra lift to 6 th extra lift as er -do- from 7 th extra lift and above 1 cum Note: The lift charges mentioned in SS item Nos 21a,21 b, and Note: 21c under (D) Earth work are applicable to delifts also.

191 19 1

22.a

192

b

193 19 3

b(I (I))

194

c

195

196 19 6

22.d 22 .d

197

23.a

Add to Add to re rele leva vant nt SS 20-A rat ates es for ne new w ta tank bun unds ds,, clo clossin ing g breaches, road formation and embankments for extra watering and consolidation by stone roller up to 1 tonn e.

1 cum

- do - with stone roller 2 tonnes or cattle treading

1 cum

Add to Add to re rele leva vant nt SS 20-A rat ates es for ne new w ta tank bun unds ds,, clo clossin ing g 1 cum breaches, road formation and embankments for extra watering and consolidation by pneumatic tampers at 90% proctor's density. Add to relevant SS 20-A rates for new tank bunds, closing 1 cum breaches, road formation and embankments for extra watering and consolidation of proctor's density with 8 to 10 tonne power roller including watering and conveyance of water for initial lead Based on of 1 2 Ki Kilom lomete eter. r. detailed Note: The element of Hire charges is Rs 51.76 per 10 cum analysis corresponding to the hire charges of 8 to 10 Tonne power roller as per fixed at Rs. 2200 /2200 /- per day of 8 hours. The rate shall be MoRTH increased when the element of hire charges increases for item No. Data 22 c above, if the roller is lent to the contractor at a rate of Rs 275/- per hour (i.e.,) Rs 2200 /- per day of 8 hours may be Extra Extr a for for ev ever ery y add addit itio iona nall 1/2 1/2 km le lead ad fo forr wat water er ov over er th the e ini initi tial al lead of 1/2 Km for consolidation of banks . Benching old embankment slopes 0.45 x 0.45 metres.

18

1 cum 1 RM

Remarks

7

Sl. No

S.S. Item No.

1 198

2 23.b

199 19 9

24

Turfin Turf ing g slo slope pess inc inclu lud din ing g wat water erin ing g for for 3 mon montths wi with th ini niti tial al le lea ad for for 1 Sq.m conveyance of water and grass for 1 hectometer.

200 20 0

25

1 cum

201 20 1

26.a 26 .a

Refill Refi llin ing g wi with th the exc xca ava vate ted d sand co com mply lyin ing g wi with th the sta tand nda ard s eci ecific ficati ations ons for fil fillin lin fou founda ndatio tions ns Refi Re fill llin ing g wi with th th the e ex exca cava vate ted d so soil ilss ( ot othe herr th than an sa sand nd)) co comp mply lyin ing g with the standard specifications for filling foundations.

202

b

1 cum

203

c

Trimming of slopes of embankments and depositing the soils on the to of the the bank bank.. Ploughing

Description

Unit

3

4 1 cum

Puddle wall work


Remarks

6

7

1 cum

1 Sq.m

204

E CONCRETE AND G STONE MASONRY SSI NOS 31a to 39 and SSI Nos. 60 to 87 Note: 1. Add for vibrating concrete

1 cum

205

2. Add for machine mixing of concrete.

1 cum

206

3.Add where the power is available for operating the mixer, the rate is, White wa washing an and co colour ba banding for for guard and and guide st ston one es includin inclu din cost of mater materials ials Screening sand and gravel Screening chips and metal Removing and refixing Hectometer or Demarcation stones

1 cum Based on detailed each analysis as per 1 cum MoRTH 1 cum Data each

203

207

aI

208 209 210

bI b2 c1

211 21 1

L1

212 21 2

L2

213 21 3

L3

214 21 4

L4

215

216 217 218 219 21 9

L L L L

5 6 7 8

n

220 221

n1 n2

CENTERING CHARGES Cent Ce nter erin ing g ch char arge gess fo forr cul culve vert rt sla labs bs and ot othe herr str struc uctu turres of 3 mts ts.. s an an and d abo above ve Cent Ce nter erin ing g ch char arge gess fo forr bed blo loccks an and d cu cullve verrt slab abss an and d ot othe herr structure stru cturess of less less than 3 mts. mts. s an. CENTERING CHARGES FOR MINOR AND MAJOR BRIDGE WORKS Forr ma Fo masss co conc ncre rete te pie iers rs,, abu buttme ment ntss an and d ste tein inin ing g we well ll cu curb rbss, we well ll ca s etc etc.., Forr RC Fo RCC C pie iers rs,, ab abut utm men ents ts,, wi wing ng wa walll, ste teiini ning ng,, we well ll cu curb rbss, we well ll ca s etc etc.., NOTE:- The rates under L3 and L 4 are applicable to Roads and Buildings and Irrigation structures up to 2 metres width

-

1 cum 1 cum 1 cum 1 cum

For RCC deck slabs For RCC beams For RCC hand rails Forr CC Fo CC pav pavem emen ents ts,, wea weari ring ng co coa ats ts,, app apprroa oach ch,, sla slab bs, gui guid de sto stone ne,, J. J. M. stone etc., Laying and fixing RCC Hume pipes in position including lifting, aligning etc., complete with (fixing ) collars for the following diametres of pipes but excluding cost of materials ( NP2 Class )

1 cum 1 cum 1 cum 1 cum

250 mm diameter 300 mm diameter

1 Rm 1 Rm

19


-

Sl. No

S.S. Item No.

1 222 223 224 225 226 227 228

2 n3 n4 n5 n6 n7 n8

229

1 I a

Description

Unit


3

4 1 Rm 1 Rm 1 Rm 1 Rm 1 Rm 1 Rm

6 Base on detailed analysis as per MoRTH Data

450 mm diameter 600 mm diameter 750 mm diameter 800 mm diameter 1000 mm diameter 1220 mm diameter Note:Note :- For NP3 class 50% extra over the rates of NP2. Class may be allowed. (S ) ROAD WORK ITEMS PICKING OLD METALLED SURFACE TO DEPTH OF 40 TO 100 mm SPREADING OLD METAL AND NEW METAL SECTIONING INCLUDING EDGEBUNDS AND SUBGRADE ROLLING, SPREADING METAL INCLUDING BLINDAGE OFGRAVEL WATERING WITH AN INITIAL LEAD LEAD OF 2 HECTOMETERS AND HAND ROLLER ( 1.5 TO 2 TONNES) ROLLING ETC., INCLUDING BARRICADING,DIVERSION BARRICADING,DIVERSION OF TRAFFIC AND WETTING THE NEW CONSOLIDATION FOR A FORTNIGHT COMPLETE. ( For a compact thickness ) HARD METAL 40 mm thickness

230

b

50 mm thickness

231

c

75 mm thickness

232

d

100 mm thickness

233 234 235 236

1 ii a b c 2

237

3

238

4

239

5

10 sqm Based on 10 sqm detailed analysis as per 10 sqm MoRTH 10 sqm Data

For com com act thickn thickness ess of soft meta metall 50 mm thickness 75 mm thickness 100 mm thickness Picking 5 to 100 mm old metalled surface and sectioning

10 s m 10 sqm Based on 10 sqm detailed 10 sqm analysis as per Picking gravelled surface 25 mm deep and le levelling and se sectioning 10 sqm MoRTH Data Picking the existing B.T. surface and removal of chips 10 sqm Picking old metalled surface to a depth of 40 to 100 mm and spreading metal including watering with an initial lead of 2 Hectometers and rolling with power rollers watering and spreading gravel for blindage and power roller rolling including hire charges of power roller rolling including hire charges of power roller ( 8 to 10 T) barricading and diversion of traffic and wetting the new consolidation for a fortnight ( for compacted thickness of )

240

5 (a)

HARD METAL 40 mm thickness

241

(b)

50 mm thickness

10 sqm 10 sqm Based on detailed

20

Remarks

7

Sl. No

S.S. Item No.

1 242

2 (c )

243 244

Description

Unit

3 75 mm thickness

4 10 sqm

(d )

100 mm thickness

10 sqm

(e)

150 mm thick excluding hire charges

10 sqm

SoR Rate for 2015-16 6 analysis as per MoRTH Data

Spreading gravel watering with an initial lead of 2 hectometers and power roller ( 8 to 10 T ) rolling excluding hire charges of power roller and barricading etc., ( for a compact thickness of ) 245

6a

50 mm thickness

10 sqm

246

b

75 mm thickness

10 sqm

247

c

100 mm thickness

10 sqm

248

d

150 mm thickness

10 sqm

249

7a

Blinding the road surface 6 mm thick with gravel or sand available at site after remaining loose stones including waterin . -do- without watering

10 sqm

Blinding the road surface 6 mm thick with gravel or sand du fr from om ro road ad si site te in incl clud udin in wa wate teri rin n . -do- without watering

10 sqm

250

b

251

8a

252

b

253 254 255 256 257 258 25 8

9a b c d 10

Spreading gravel sand including watering and roller roll ro llin in forr co fo com m ac acte ted d th thic ickn knes ess s of -do- 6mm to 20 mm thick -do- from 20 to 25 mm thick -do- from 25 to 40 mm thick -do- from 40 to 50 mm thick Pic ick kin ing g 50 to 10 100 0 mm Old meta tallle led d sur urfa face ce,, spr prea eadi ding ng me meta tall and blindage watering tamping for patch repairs ( labour only )

10 sqm

10 sqm

1 cum 1 cum 1 cum 1 cum 10 sqm

-

-

-

260

12

Pic ick kin ing g ol old d met eta all lle ed sur urfa facce 50 to 100 mm deep spre read adin ing g gra rave vell 10 sqm waterin and tam in labour onl Levelling ruts and tamping gravelled roads 10 sqm

261

13

Levelling ruts and tamping metalled roads

262 26 2

14

263 26 3

15(I 15 (I))

Spread Spre adin ing g gra rave vell or sand inc nclu lud din ing g wa wate teri ring ng and rol olli ling ng wi with th ha hand nd 10 cum roller rol ler irre irress ect ective ive of of thickn thicknes esss in la la er Carr Ca rryi ying ng fo forr wat water er fo forr WBM WBM co cons nsol olid idat atio ion n met metal al an and d bli blind ndag age e of of 10 sqm 40 to 150 mm thickness for every one hectometer beyond initial lead of 2 hectometers beyond initial lead of 2 hectometers

10 sqm

21

-

-

11

Rate Ra te tow towar ards ds the the cos costt of wat water er to to be con consu sume med d for for Ceme Cement nt Concrete Roads(including curing) under Greater Hyderabad Municipal Corporation limits only, subject to issue of certificate by the concerned Executive Engineer in charge of the work that water required for the work is to be purchased from other source.

-

-

259 25 9

(ii) (i i)

-

-

-

1 sqm -

Remarks

7

Sl. No

S.S. Item No.

1 264

2

Description

Unit

4 Per Kg

267

I 14

3 Gelatin(For MORTH data,for works of state & national high wa ways onl Electric De Detonators(For MO MORTH da data,for wo works of of st state & national hi h wa s onl Hot applied thermoplastic compound(For MORTH data, for works of sta state te & nat natio iona nall hi h wa s onl onl Reflectionising glass beads of 2 mm thick(For MORTH data, for works wor ks of stat state e & nati nationa onall hi h wa s onl onl Road marking paint confirming to IS 164(For MORTH data, for works wor ks of stat state e & nati nationa onall hi h wa s onl onl BAILING OUT WATER CHARGES FOR CD & CM WORKS WHER WH EREV EVER ER RE UI UIRE RED D For earth wor ork k excavation for fou oun ndations below low water level

268

I 15

For cement concrete for foundation below low water level

1cum

269 270

n o

Labour charges for laying filters with coarse aggregate. Labour charges for laying filter with sand.

1 cum 1 cum

265 266 267 268

271 272 273 274 275

Jute Rope De bonding Strips Selent Ply sheet 125 micron Rural water table

Remarks

6

7

each Per Litre Per Kg

Rate as per local Market

Per Kg 1 cum

Mtr Mtr Ltr 1 Sqm 1 kl

22


Based on detailed analysis as per MoRTH Data 8.75 11 69.5 18 77

do do do do do

HIRE CHARGES OF PLANT & MACHINERY FOR ROADS & BRIDGE WORKS

Sl. No.

Description

1 1

M a ch i n e 2 Dozer( D 80 )

2

Dozer( D 50 )

3

Mortor Grader

4

Hydraulic Excavator

5

Front end loader

6

Tipper- 5.5 Cum

7

Vibratory roller 8 tonne

8

Smo moot oth h wh whee eele led d ro roll ller er 8 tonne Water tanker 8 Kilolitre

9 10 11 12 13

Activity 3 Spreading Cutting Cleaning Spreading Cutting Cleaning Clearing Spreading GSB WMM Soil Ordinary Soil Marshy Soil unsuitable Soil loading Aggregate loading Transportation of soil, GSB,WMM, Hot mix etc

Unit

Hire Charges for 2015-16

Remarks

4 Per Hour

( Rupees) 6 2561.8

7

Per Hour

1570

do

Per Hour

3216

do

Per Hour

2821.5

As per I&CAD (S.NO. 52)

1646

do

919.7


Per Hour Per Hour Per Hour


Per Ton per Km Per Hour

6 2643.5


Earth/Soil, GSB, WMM Soil compaction ,BM com co m ac acti tio on Water transport

Per Hour

1124.5


Per Hour

875.5


Water transport Pulling Scarifying Scarifying

Per Hour Per Hour Per Hour Per Hour

624 415 422 507.5

do do do do

14

Water tanker 6 Kilolitre Tractor Tractor with rotavator Trac Tr acto torr wi with th ri ripp pper er attachment Air Compressor

General purpose

Per Hour

521.2


15 16

Wet mix plant 60 TPH Wet mix Mechanical broom Hydraulic Surface cleaning

Per Hour Per Hour

1646 357

do do

17

Bitume Bitu men n Pr Pres essu surre Distributor Emu Em uls lsio ion n Pres Pressu sure re Distributor

Per Hour

1498

do

Applying emulsion tack coat Per Hour

860

do

Per Hour

28175

do

Per Hour

24171

do

Per Hour

21668

do

Per Hour

19120

do

Per Hour

3059.51

do

Per Hour

2249

do

Per Hour

2567

do

18 19 20 21 22 23 24 25

Applying bitumen tack coat

DBM/BM/SDC /Premix capacity DBM/BM/SDC Hot mix Plant – 100 TPH /Premix capacity Hot mix Plant – 60 TPH DBM/BM/SDC /Premix capacity DBM/BM/SDC Hot mix Plant – 40 to 60 /Premix TPH capacity Paver Pav er Fi Fini nish sher er Hyd Hydro rost stat atic ic DBM/BM/SDC with sensor control 100 TPH /Premix Paver Pav er fi fini nish sher er Me Mech chan anic ical al Paving of WMM, paving of 100 DLC Hydraulic Chip Spreader Surface dressing Hot mix Plant – 120 TPH

23

Sl. No.

Description

Unit


Remarks

1 26

M a ch i n e 2 Tandem Road roller

Activity 3 Rolling of Asphaltic surface

4 Per Hour

( Rupees) 6 1646

7 do

27

Pneumatic Road roller

Rolling of Asphaltic surface

Per Hour

1283

do

28

Pot-Hole repair machine

Repair of pot-holes

Per Hour

845

do

29 30 31 32

Bitumen boiler oil fired GSB Plant 50 Cum Mastic Cooker Batching and Mixing Plant (a) 30 Cum capacity

Bitumen Spraying Producing GSB Mastic wearing coat Concrete mixing

Per Hour Per Hour Per Hour Per Hour

209 1143 65 1231.9

do do do do

(b) 15 - 20 Cum capacity

Concrete mixing

Per Hour

1070


33

Transit mixer

Per Hour

1917.5


34

Concre Conc rete te pu pump mp of 45 an and d 30 cum Cranes (a) 80 tonnes (b) 35 tonnes (c) 3 tonnes (d)Crane with grab bucket 0.75 cum (e)Crane with grab bucket 1 cum Concrete bucket

Transportation of concrete mix Pumping of Concrete

Per Hour

803

do

35

36 37 38

39 40 41

42 43

44 45

Kerb casting machine Concrete mixer (a)0.28 cum (b) 1.0 cum Pili Pi ling ng rig rig wit with h bant banton onit ite e um Conc Co ncre rete te pa paver ver fi fini nish sher er wi with th 40 HP motor Inte In tegr grat ated ed sto stone ne cru crush sher er

Pre str Pre stres essi sing ng ja jack ck wi with th pump and access Generator 250 KVA 125 KVA 100 KVA 30 KVA

do Lifting purpose

Per Hour

Per Hour

1171 791 352 2160

do do do do

Well foundation Well foundation

Per Hour

3532

do

For pouring concrete

Per Hour

15.8


Kerb making Concrete mixing

Per Hour Per Hour

311 459.3

Concrete mixing 0.75 m dia to 1.20 m dia bori bo rin n at atta tach chme ment nt Paving of concrete surface

Per Hour Per Hour

649 5475

do do

Per Hour

2900

do

Crushing of spalls 100 TPH

Per Hour

8712

do

Crushing of spalls 200 TPH

Per Hour

18369

do

Stressing of steel wires/ stands

Per Hour

141

do

Generation of electric energy

p er p er p er p er

Pneumatic sinking of Plants Pneumatic sinking of wells Truck 5.5 cum per 10 tonnes

Material transport

24

hour 1850 hour 1320 hour 1126 hour 838.4

do As per I&CAD (S.NO. 18)

do do do As per I&CAD (S.NO. 23)

P er K . m .

56

do

P er K m .

887.1


Sl. No.

Description

Unit


Remarks

Activity 3 Road marking Mixing and laying slurry seal For compacting in medians

4 Per Hour Per Hour

( Rupees) 6 111 1126

7 do do

48

M a ch i n e 2 Road marking machine Mobi Mo bile le sl slu urr rry y sea seall e ui ment Plate compacter

Per Hour

48

do

49

Drilling equipment

For drilling

Per Hour

828


1 46 47

Note: The above hire charges of machinery & plant includes crew, oils, conveyance of machinery to site and all other incidental charges.

25

Schedule of Rates Roads and Bridge Works 2015 16vvn

Recommend Documents