15th Finance Commission

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

1 Earthwork in cutting in all sorts of soil and soft murrum 45.00 Cum 75.75

including conveying and spreading the stuff, embankment as

and where directed Upto all Lead from the end of the cutting

with all required

2 Providing, laying. Spreading and compacting stone agg. Of 45 13.30 Cum 1050.02

to 63 mm size with 25 km lead to water bound macadam

WBM specification incl. spreading in uniform thickness ,hamd

packing, rolling with smooth wheel roller 80-100 kN in stages

to proper grade and camber, applying and brooming, stone

screening/binding

3 Providing & casting in situ ordinary cement concrete M- 150 57.35 Cum 3818.55

mix and providing necessary pin headers including shuttering,

scatfolding, laying, vibrating, curing and finishing complete

without V-groovcs.(A) All Height

4 Providing and fixing in position FE 500 / 500D TMT bar 2.200 MT 72601.86

reinforement including cutting, bending and tying complete as

per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.

(C) R.C.C. Approch slab. (D) Wearing Coat (E) Solid Slab

5 Providing and laying in position FE 500 / 500D TMT bar 1.540 MT 73217.53

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the (upto 10 ton)

following. (A) Piers (B) Abutments (C) RC.C. Returns

6 Filling available excavated earth (excluding rock) in trenches. 45.35 Cum 130.39

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

7 Providing and laying weep hole in Abutments and returns by 43.00 No 53.45

using A.C.pipe of 100mm.dia.incl.laying in proper grade and

jointing the completed as per detailed specification.

8 Providing & maintaining temporary diversion suitable for traffic 40.00 Rmt 947.18

during the construction period of the Bridge / CD works by

levelling existing ground and supplying and spreading quarry

spall in layers etc. complete.

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

9 Excavation for foundation In sand, gravel, clay soft soils and 50.45 Cum 486.77

murrum etc. Including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto All Lead

10 Excavation for foundation in hard murrum and boulders and 55.85 Cum 582.21

very stiff or sticky, clays and other similar strata including

shoring and strutting and dewatering as necessary and

disposing of the excavated stuff as directed .

11 Excavation in large boulders and soft rock by welding 28.25 Cum 682.44

including shoring, strutting and dewatering as necessary and

disposing of the excavated stuff as directed.

12 Providing and filling in foundation with ordinary Cement 27.25 Cum 3245.56

concrete M-100 mix and providing necessary vertical pm

headers Including formwork, vibrating, ramming and curing

13 Providing and casting in situ Ordinary cement concrete M-200 9.60 Cum 4686.95

mlx for R.C.C. works in pler cap, abutment cap, and dirt wall

including controlled cement concrete M- 250 bed blocks or

pedestals of required size below bearings as per detailed

drawing, centering, shuttering, scaffolding, wherever

necessary, laying vibrating, curing and finishing complete

14 Providing and casting in situ controlled cement concrete M- 31.76 Cum 5226.61

250 for R.C.C. solid slab including centering, scaffolding

curing and finishing complete.

15 Providing and casting in situ Ordinary cement concrete M- 1.80 Cum 4262.33

200 for Kerbs/Kerb blocks including formwork, curing and

finishing complete

16 Providing and casting in situ Ordinary cement concrete M-200 25.41 Cum 4262.33

for average 75 mm thick wearing coat lald as directed

including tamping, vibrating, finishing, curing and filling in

joints with bitumen complete.

17 Providing & casting in situ controlled cement concrete M 200 80.90 Cum 5078.31

mix and providing necessary pin headers Including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-grooves.(A) Height from 0.0 M. to 5.0 M.

18 Providing and fixing in position Mild steel dowel bars in pier 6.00 No 339.88

cap or abutment caps for ancorage in fixed end as per

detailed drawings including cutting bending and welding

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

19 Providing and fixing in position Mild steel dowel bars in pier 6.00 No 396.27

cap or abutment caps for ancorage in free end as per detailed

drawings including cutting bending and welding complete.

20 Providing and laying filter media 600mm.thick directed at the 38.65 Sqm 1180.34

back of abutments, returns and wing walls as per detailed

21 Providing parapet of ordinary cement concrete M-200 as per 15.00 Rmt 1057.87

detailed drawings with necessary reinforcement including,

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

22 Demolition and disposal of un serviceable materials with all 10.05 Cum 593.35

lead and lift Unreinforced Cement concrete

Rupees Fifteen Lakh Twenty Nine Thousand Four Hundred Thirteen and Paise Fifty only

Fixed Deduction for available material from dismantling for First R.A. Bill -1,776.02

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the

estimated rate mentioned above. Amount of my /our tender works out as under.

* Estimated Amount 15,29,413.50 * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

Note :- 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.

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

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

Note :- 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.

Signature of Contractor

Amount Rs.1776.02 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division