DMF

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 203.40 Cum 157.91

with all lead and lift (excluding watering and consolidation) (C)

From Borrow area within 1.0 Km. lead and should have CBR

not less than 6%

2 Rolling and Watering of earth work in layers with vibratory roller 242.80 Cum 22.95

including filling in depressions which occur during the process

3 Water Bound Macadam Grading-II (By Manual Means) 27.20 Cum 1278.85

Providing, laying, spreading and compacting stone aggregates

of 63 to 45mm sizes to water bound macadam 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.

4 Providing and filling in foundation with ordinary cement 35.30 Cum 3345.58

concrete M – 100 mix and providing necessary vertical pin

headers including form work, vibrating, ramming and curing

5 Excavation for foundation upto 1.5 m. depth including sorting 79.20 Cum 253.88

out and stacking of useful materials and disposing of the

excavated stuff upto All lead. Dense or hard soil

6 Excavation for foundation upto 1.5 m depth incl. Sorting out & 52.30 Cum 432.61

stacking of useful material & disposing off the excavated stuff

upto 50mt. Lead. (C) Hard Murrum

7 Providing & casting in situ ordinary cement concrete M-150 mix 167.50 Cum 3921.63

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

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

8 Providing and fixing in position FE500/500D TMT bar 0.53 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.

9 Providing and laying in position FE 500/500D TMT bar 0.91 MT 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers

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

10 Supplying and fixing reinforced concrete heavy duty non- 30.00 Rmt 3646.39

pressure 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.

11 Providing and fixing Flood Gauge Post mark of "C" Channle 2.00 No 1141.30

angle size 100mm X 50mm X 5 mm Thick (In head Wall 0.50 m

and 1.50 m Out side wih Painting and letterning with radium

color as direct)

12 Filling available excavated earth (excluding rock) in 131.50 Cum 136.91

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

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

13 Providing and casting in situ oradinary cement concrete M-200 27.20 Cum 4364.80

for average Various thickness wearing coat laid as directed

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

with bitumen complete.

14 Cautionary warning sign;-Providing & Fixing sign boards made 2.00 No 3808.65

out of 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 Two Thousand Two Hundred Twenty Eight and Paise Seventy One only

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

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 12,52,228.71 * 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.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