Constructing Slab Drain & Approach @ Ch. 0/200 on Sadhali Gaman Faliya Road km 0/0 to 0/500 (VR NP) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ Trible (2025-26)

Name Of Work :- Constructing Slab Drain & Approach @ Ch. 0/200 on Sadhali Gaman Faliya Road km 0/0 to 0/500 (VR

NP) Ta.Jetpur Pavi Dist. Chhotaudepur Under BUJ Trible (2025-26)

Taluka :Jetpur Pavi District : Chhotaudepur

Constructing Slab Drain & Approach @ Ch. 0/200 on Sadhali Gaman Faliya Road km 0/0 to 0/500 (VR NP) Ta.Jetpur Pavi

Bill of Quantities

Item Item of work Quantities Rate in Amount

No Estimated Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 0.10 Hectar 28454.99

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e

trees cut earlier and disposal of unserviceable material and stacking of

serviceable material (area of light density) by mechanical means in area of light

2 Providing laying and Spreading Granular sub-base (Grade l)by providing 57.00 Cum 839.31

close graded MCBT material in single layer with motor grader on prepared

surface ,mixing by mix in place method with rotovator at OMC and compacted

with vibratory roller 80 to 110 KN static weight to achieve desier density etc

3 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 23.00 Cum 1283.71

mm to 45 mm in required layers including using 16% stone screening 13.2 mm

size and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

4 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 57.00 Cum 1362.49

to 22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying Compacted of Specified quarry Spall in side shoulder 3.00 Cum 644.38

including carraige of material and spreading on prepared base including

compacting as per Specification etc... complete.

6 Earthwork in cutting in all sorts of soil and soft murrum icluding conveying and 9.00 Cum 137.33

spreading the stuff ,embankment as and where directed upto 200 Meters from

the end of cutting with all required lead and lift.

7 Earthwork for embankment including breaking clods, dressing with all lead and 270.00 Cum 170.51

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From Borrow area within

8 Rolling & watering of earthwork in layers with power roller including filling in 6.00 cum 23.18

depressions which occur during the process.

9 Providing and laying evenly priming coat with emulsion bitumien SS1 (IS8887) 280.00 Sq.mt 63.02

at rate of 7.5 Kg / 10 Sq.M. etc complete as directed with all labour and materials

10 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 280.00 Sq.mt 13.43

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with

all labour and materials

11 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 21.00 MT. 2176.95

VG-30 at the rate of1.99% by weight of mix for mixing using B.T.Chips of

required gradation including cleaning and heating asphalt premix materials by

hot mix process in proper gradation and laying with paver finisher and

consolidation by roller of 8 to 10 tonnes including cost of all materials,

Asphalt,aggregates, labour Charges,royalty charges etc.completed as directed.

including flushing key aggregate @0.13 Cum/10 Sq.m.

12 Providing laying and rolling 25 mm thick open graded premixed bitumineous 15.00 MT. 2659.23

carpet with B.T. aggregate as specified and using bitumen grade VG-30 for

mixing with agreegate at the rate of 3.36 % i.e 33.60 kg/M.T. of total mix

including heating and mixing in drum mix plant and spreading the same with

paver finisher and consolidation with power roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum mix plant and

equipment, tool etc. completed in accordance with the requirement of

82.1.Sch B Const. Slab Drain on Sadhali Gaman Faliya Ta. Jetpur Pavi

Item Item of work Quantities Rate in Amount

No Estimated Figures in

13 Providing & laying Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips 8.00 M.T 3112.32

6mm size & binder grade VG-30 content at the rate of 4.50 % by total weight of

mix . Hot mix laying process is including heating the asphalt aggregate

continuous batching, transporting the mix and spreading the same by paver

finisher & consolidation with power roller including providing necessary fire

wood, oil, lubricant, labour charges, higher charges of machinery etc, complete.

14 Excavation for foundation in sand,gravel,clay soft soils and murrum etc. 647.00 Cum 523.28

including shoring and strutting and dewatering as necessary and disposing of the

excavated stuff as directed . (A) Depth up to 3.0 mt

15 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 242.00 Cum 625.88

clays and other similar strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

16 Excavation in large boulders and soft rock by welding including shoring, 81.00 Cum 733.62

strutting and dewatering as necessary and disposing of the excavated stuff as

17 Providing and casting in situ ordinary cement concrete M-150 mix and 155.00 Cum 3917.79

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

18 Providing and casting in situ ordinary cement concrete M-200 mix and 928.00 Cum 4288.46

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

19 Providing ISI Mark TMT bar Fe-500D reinforcement for RCC Work including 33920.00 Kgs. 77.29

bendinf, binding and placing in position complete as per detailed drawinngs for

Solid slab, Abutment cap, dirt wall & Pier cap & Also for the (For Temperature

Reinforcement of Abutment, Return & Pier)

20 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. 40.00 Cum 5268.16

works in pier cap abutment cap and dirt wall including controlled cement

concrete M-300 Bed block or pedestal or required size below bearings as per

detailed drawings, centering, scaffolding, curing &, vibrating & finishing etc.

21 Providing and casting in situ Controlled Cement concrete M-250 for 337.00 Cum 5326.74

R.C.C. solid slab including centering, scaffolding curing and finishing

22 Providing and casting in situ Controlled Cement concrete M-250 for average 25.00 Cum 5262.10

75 mm thick wearing coat laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen complete.

23 Providing and fixing in position mild steel dowel bars in pier cap or abutments 22.00 Nos. 341.29

caps for anchorage in fixed end as per detailed drawings including cutting,

bending and welding complete.

24 Providing and fixing in position mild steel dowel bars in pier caps for anchorage 22.00 Nos. 399.70

in free end as per detailed drawings including cutting, bending and welding

25 Providing and filling sand below R.C.C. Raft in layers including ramming & 144.00 Cum 478.82

Waterning including compacting as directed.

26 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 96.00 Nos. 88.76

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

27 Providing and laying filter Media 600mm thick directed at the back of abutments, 89.10 Sq.mt 1268.86

returns and wing walls as per detailed specifications.

28 Providing PVC 100mm diameter water spouts including necessary iron 32.00 No. 159.37

gratings as per drawings.

29 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 35.00 Sq.mt 703.53

Rs. One Crore Four Lac Seventy One Thousand One Hundred Forty Three And Sixty Seven N.P. Only

82.1.Sch B Const. Slab Drain on Sadhali Gaman Faliya Ta. Jetpur Pavi

Item Item of work Quantities Rate in Amount

No Estimated Figures in

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below) (Should be

written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as under.

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever is not applicable.)

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Chhotaudepur Jetpur Pavi

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

82.1.Sch B Const. Slab Drain on Sadhali Gaman Faliya Ta. Jetpur Pavi