vivekadhin

BILL OF QUANTITY

Memorandum showing items of works to be carried out

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

Quantity Unit Amount

No.. book of Specification) Figures

1 Rolling and Watering of earth work in layers with vibratory roller 214.40 Cum 13.42

including filling in depressions which occur during the process as

2 Water Bound Macadam Grading -2 providing laying and spreading 40.20 Cum 988.51

and compacting stone agrregate of 63 to45 mm sizes hand packing

rolling with smotth wheel roller 80-100kn in stages to proper grade

and camber to the reuired density

3 Providing and casting in situ Ordinary cement concrete M-100 for 29.76 Cum 3345.58

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

4 Excavation for foundation upto 1.5 m. depth including sorting out 137.18 Cum 157.16

and stacking of useful materials and disposing of the excavated

stuff upto All lead. Dense or hard soil

5 Providing and casting in situ Ordinary cement concrete M-150 for 163.20 Cum 3798.46

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

6 Providing and fixing in position FE500/500D TMT bar reinforement 0.71 MT 73243.01

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.

7 Providing and laying in position FE 500D TMT bar reinforcement 0.62 MT 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C)

8 Supplying and fixing reinforced concrete heavy duty non-pressure 37.50 Rmt 3469.26

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters.(v) 900mm dia. With All Lead.

9 Providing and fixing flood gauge post mark C angel size 100mm x 2.00 No 1134.23

50mm x 6mm fixed haed wall

10 Filling available excavated earth (excluding rock) in 214.40 Cum 130.39

trenches. plinth, sides of foundations etc. in layers not exceeding

20 cm. in depth consolidating each disposited layer by

ramming and watering.

11 Providing and casting in situ controlled cement concrete M-200 for 40.20 Cum 5187.83

average 75 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin joints

with bitumen complete

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

Quantity Unit Amount

No.. book of Specification) Figures

12 Cautionary warning sign;-Providing & Fixing sign boards made out of 2.00 No 3808.66

2mm. alluminium sheet size 90x90x90cms. equilateral triangle as

per design of IRC-67-1977 Pretrated with phospheting process &

acid atching : coated with one coat of apoxy primer and two coats of

best quality epoxy paint, reflectrorised with retro reflective sheeting

as per latest MOSTspecifications. 3.1mt. lomg stand post & frame

fabricated from suitable size iron angle of 35x35x3 mm.,

75x75x6mm. required paited with best quality epoxy coatings in

black and white bends, the detail of symbols for each board shall be

as per the instruction of the engineer in charge. The fixing at site

shall be in C.C. 1:2:4 block of size 45x45x60 cms for each leg, incl.

excavation,curing etc. comp.under the supervision of Engineer - in

charge. (A) Engineer grade.

Rupees Twelve Lakh Fifty Seven Thousand Nine Hundred Thirty Two and Paise Four only

Fixed Deduction for available material from dismantling for First R.A. Bill

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

Quantity Unit Amount

No.. book of Specification) Figures

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.

* Estimate 12,57,932.04 * 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

Amount Rs.0 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