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 Earthwork for Embankment including breaking clods,dressing 13.00 Cum 157.91

etc.complete with all lead and lift. (Excluding watering &

consolidation)(A) From Borrow Area within All Lead.

2 Rolling and Watering of earth work in layers with vibratory roller 13.00 Cum 22.96

including filling in depressions which occur during the process

3 Providing, laying, spreading and compacting stone aggregates 9.00 Cum 1633.51

of 45 to 90 mm sizes with All Lead to water bound macadam

(W.B.M) 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 as per Technical Specification Clause 405. By

Machinary Means

4 Providing and fixing in position FE 500 / 500D TMT bar 1.180 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

5 Providing and laying in position FE 500 / 500D TMT bar 1.250 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

6 Providing and fixing "W" type metal beam crash safety barrier 28.00 Rmt 2504.80

comprising of single row 3 mm thick galvenized sheet to be

fixed on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel

vertical post to be spaced 1.50 mtr c/c to be kept 1.50 mtr

height As Per M.O.S.T including necessary Foundation, Fittings

with bolts, Painting, Radium indiacation patta on W Beam and

required all process as per specification and as per drawing.

7 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

8 Excavation for foundation In sand, gravel, clay soft soils and 30.00 Cum 511.11

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

9 Excavation for foundation in hard murrum and boulders and 33.00 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 .

10 Excavation in large boulders and soft rock by welding including 18.00 Cum 716.55

shoring, strutting and dewatering as necessary and disposing

of the excavated stuff as directed.

11 Providing and filling in foundation with ordinary Cement 16.44 Cum 3345.58

concrete M-100 mix and providing necessary vertical pm

headers Including formwork, vibrating, ramming and curing

12 Providing and casting in situ Ordinary cement concrete M-200 8.30 Cum 4823.13

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

including Ordinary 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

13 Providing and casting in situ Ordinary cement concrete M-200 15.20 Cum 4799.04

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

finishing complete.

14 Providing and casting in situ Ordinary cement concrete M-200 6.80 Cum 4364.81

for Various thick wearing coat lald as directed including

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

bitumen complete.

15 Providing and casting -in - situ Ordinary cement concrete M- 68.49 Cum 4291.68

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

16 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.

17 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.

18 Providing 12 mmThick Pre-moulded asphalt filler joints as per 14.60 Sqm 703.53

19 Providing PVC 100mm diameter water spouts including 6.00 No 159.37

necessary iron gratings as per drawings

20 Dismentalling the existing structure including removing and 13.70 Cum 930.35

stacking the dismentalled materials as and where directed

Rupees Eight Lakh Fourty One Thousand Three Hundred Fourty One and Paise Twenty only

Fixed Deduction for available material from dismantling for First R.A. Bill -2,101.12

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 8,41,341.20 * 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.2101.12 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