Const. Of Slab drain 4 mt clear at Barvan Village near (Near Virjibhai Premjibhai Bhadaniyas Farm)

Name of Work:- Const. Of Slab drain 4 mt clear at Barvan Village near(

Taluka:- Rajkot Dist : Rajkot

BILL OF QUANTITY

Item Description of Item (with brief specification and Quantity Unit Rate in Amount

No. reference to book of specification Figures Rs.

1 Excavation for foundation in sand, gravel, clay 16.00 Cum 535.45

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and

sisposing of the excavated stuff as directed (A)

Depth upto 3.00 M and lead upto 100 m for

2 Excavation for foundation in hard murrum and 16.00 Cum 640.44

boulders and very stiff or sticky, clays and

other similar strata including shoring, strutting

dewatering as necessary and sisposing of the

excavated stuff as directed.

3 Excavation in large boulders and soft rock by 12.00 Cum 750.68

welding including shoring, strutting

dewatering as necessary and sisposing of the

excavated stuff as directed.

4 Providing and filling in foundation with 8.00 Cum 3359.93

ordinary Cement Concrete M-100 mix and

providing necessary vertical pin headers

including formwork vibrating ramming and

curing complete

5 Providing & casting in situ ordinary cement 63.00 Cum 3935.98

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Groves.(A) Height from

6 Providing & casting in situ ordinary cement 43.00 Cum 3935.98

concrete M-150 mix and providing necessary

pin headers including shuttering, scaffolding,

laying, vibrating, curing and finishing

complete without V-Groves.(A) Height from

7 Providing and placing in position FE 0.87 Kg 73858.69

500/500D bar reinforcement for following

items including cutting bending hooking and

tying complete as per detailed drawing.For

well :- curb, staining, cap and RCC Raft.

8 Providing and laying in position FE 500/500D 0.52 Kg 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers

(B) Abutments (C) R.C.C. Returns

9 Providing and placing in position FE 0.77 Kg 73243.02

500/500D TMT bar reinforcement including

cutting, bending, hooking, and tying complete

as per detailed drawing.(A) Solid Slab

10 Providing and placing in position FE 0.43 Kg 73243.02

500/500D TMT bar reinforcement including

cutting, bending, hooking, and tying complete

as per detailed drawing.(A) R.C.C. Kerb. (B)

R.C.C. Footpath.(C) R.C.C. Approch

slab.(D) Wearing Coat.

11 Providing and Casting in situ ordinary 9.10 Cum 4774.32

Cement Concrete M-200 for R.C.C work in

pier cap, abutment cap and dirt wall including

controlled cement concrete M-250 bed blocks

or pedstals of required size below bearings as

per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying

virrating, curing and finishing complete

12 Providing and fixing in position mild steel 6.00 No. 399.70

dowel bars in pier caps or abutments caps for

anchorage in free end as per detailed drawings

including cutting bending and welding

13 Providing and fixing in position mild steel 6.00 No. 341.29

dowel bars in pier caps or abutments caps for

anchorage in fix end as per detailed drawings

including cutting bending and welding

14 Providing and casting in situ ordinary cement 17.00 Cum 4346.98

concrete M-150 for R.C.C solid slab

including centering scaffolding curing and

finishing complete.

15 Providing and casting in situ ordinary cement 15.00 Cum 4316.23

concrete M-200 for average 75mm thick

wearing coat laid as directed including

tamping, vibrating, finishing curing and filling

in joints with bitumen complete

16 Providing parapet of ordinary cement concrete 9.00 Rmt 1009.71

M-150 as per detailed drawings with

necessary reinforcement including, shuttering,

laying vibrating and finishing t line and level

complete. (ii) Precast.

17 Providing and lauying weep hole in 30.00 No. 90.83

Aburtments, and returns by using A.C. pipe

of 100MM including fixing in proper grade

and jointing the complete as per detailed

18 Providing G.I 100 mm diameter water spouts 4.00 Rmt 536.03

including necessary iron gratings as per

19 Filling available excavated earth 13.00 Cum 137.47

(excluding rock) in trenches. plinth,

sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating

each disposited layer by ramming and

20 Providing and casting in situ ordinary cement 1.80 Cum 3827.61

concrete M-150 for kerbs/ kerb blocks

including formwork, curing and finishing

21 Supply and stacking of machine crushed stone 21.00 Cum 616.18

aggregates, chipping of 40 to 63 mm size of

hard stone free of disintegrated pieces

deletarious and organic mater ( for WBM)

and grading as per I.R.C. code with av.

22 Supply and stacking of machine crushed stone 4.00 Cum 426.35

aggregates, chipping of 6 to 10 mm size of

hard stone free of disintegrated pieces

deletarious and organic mater ( for WBM)

and grading as per I.R.C. code with av.

23 Supply and stacking of stone dust on road site 2.00 Cum 280.65

including filling the measure boxes with

average lead 10.00 Km.

24 Spreading the stone aggregate for rolling and 25.00 Cum 274.73

W.B.M including filling the interstices to

required camber and gradient ( excluding

spreading of Blindage ) (ii) 40mm to 63 mm

size aggregates.

25 Spreading blindage or roaad crust filling the 2.00 Cum 162.22

gaps in metal and leveling t camber and

gradient as direced. (i) murrum/ stone dust.

26 Providing and filling trenches of excavation in 7.00 Cum 2985.41

rocky strata with ordinary cement concrete M-

I/we am / are willing to carry out the work at % above / below the estimated rates (percentage

should be written in words and figures % above / below) the estimated rates as mentioned

above. Amount of My / Our tender works out as under

1) Estimated amount put to Tender : Rs. 9,14,935.54 1) Estimated amount put to Tender : Rs.

2) Deduct % below Rs. . 2) Add % Above Rs. .

3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs.

3) Net Amount of Tender Rs. 3) Total Amount of Tender Rs.

4) In words Rs. 4) In words Rs.

1 Amount of Rs. 29015.55 deduction in 1st RA.Bill

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.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Dn R.& B. Panchayat Division