15 Percentage Vivekadhin

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 WBM Grading 1 9.00 Cum 1621.22

Providing, laying, spreading and compacting stone aggregates

of 90 to 45 mm sizes to Water Bound Macadam (W.B.M. Gr-I)

specification including spreading in uniform thickness, hand

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

proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse

aggregate, watering and compacting to the required density

grading I as per Technical Specification Clause 405. By Manual

2 Providing & casting in situ ordinary cement concrete M- 150 41.80 Cum 3921.64

mix and providing necessary pin headers including shuttering,

scatfolding, laying, vibrating, curing and finishing complete

without V-groovcs.(A) All Height

3 Providing and fixing in position FE 500 / 500D TMT bar 1.630 MT 73243.02

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

4 Providing and laying in position FE 500 / 500D TMT bar 1.490 MT 73858.69

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

5 Filling available excavated earth (excluding rock) in trenches. 51.00 Cum 136.92

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

in depth consolidating each disposited layer by ramming and

6 Providing temporary all weather and fair weather diversion 50.00 Rmt 1151.70

suitable for traffic during the construction Period of the bridge /

Slab drain including providing necessary drains and all safety

measures including red lamps / signals at night for traffic etc.

7 Excavation for foundation in hard murrum and boulders and 63.00 Cum 611.32

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 .

8 Excavation in large boulders and soft rock by welding including 23.00 Cum 716.55

shoring, strutting and dewatering as necessary and disposing

of the excavated stuff as directed.

9 Providing and filling in foundation with ordinary Cement 17.10 Cum 3345.58

concrete M-100 mix and providing necessary vertical pm

headers Including formwork, vibrating, ramming and curing

10 Providing and casting in situ Controllled cement concrete M- 9.40 Cum 5307.46

200 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

11 Providing and casting in situ controlled cement concrete M-250 21.60 Cum 5457.74

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

finishing complete.

12 Providing and casting in situ Controlled cement concrete M- 3.96 Cum 4869.02

200 for Kerbs/Kerb blocks including formwork, curing and

finishing complete

13 Providing and casting in situ Controlled cement concrete M-200 9.20 Cum 5300.56

for Various thick wearing coat lald as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

14 Providing and casting -in - situ controlled cement concrete M- 62.60 Cum 5227.36

200 for R.C.C. work in Pier, Abutment, Return & Riding Return

as per drawings including centering shuttering, scaffolding

where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment

15 Providing and fixing in position Mild steel dowel bars in pier cap 6.00 No 341.29

or abutment caps for ancorage in fixed end as per detailed

drawings including cutting bending and welding complete.

16 Providing and fixing in position Mild steel dowel bars in pier cap 6.00 No 399.70

or abutment caps for ancorage in free end as per detailed

drawings including cutting bending and welding complete.

17 Providing 12 mmThick Pre-moulded asphalt filler joints as per 21.10 Sqm 703.53

18 Finishing wall with weather proof exterior emulsion paint on wall 33.00 Sqm 120.26

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains

of loose powdered materials, etc complete

19 Providing PVC 100mm diameter water spouts including 43.00 No 159.37

necessary iron gratings as per drawings

20 Providing and laying filter media 600mm.thick directed at the 37.30 Sqm 1239.35

back of abutments, returns and wing walls as per detailed

21 Dismentalling the existing structure including removing and 20.10 Cum 930.35

stacking the dismentalled materials as and where directed

22 Dismentalling the existing structure including removing and 43.20 Cum 409.22

stacking the dismentalled materials as and where directed

Rubble masonary

Rupees Twelve Lakh Sixty Thousand Four Hundred Ninty Six and Paise Seventy Seven only

Fixed Deduction for available material from dismantling for First R.A. Bill -4,687.30

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 12,60,496.77 * Estimated Amount

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

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

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

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

Note:- Amount Rs.4687.3 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

Kunkavav Amreli