15th Finance Commission

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Earth work for embankment including breaking clods, dressing 28.60 One 157.91

with all lead and lift.(Excluding watering and consolidation) Cum

Selected soil From borrow area within Land width from

km. lead , Executed with machineries.(Selected soil to be used

For earthwork shall be From BORROW AREA only having

CBR not less than 6.00%)

2 Water Bound Macadam Grading 1 Providing, laying, 32.80 One 1531.98

spreading and compacting stone aggregates of 90 to 45mm Cum

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/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading 1 as per Technical Specification Clause 405. By Manual

3 Rolling and watering of earthwork in layers with vibratory 29.00 One 22.95

roller including filling in depression which occur during the Cum

process as directed.

4 Excavation for foundation upto 1.5 m depth including sorting 107.50 One 253.88

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Dense or hard soil.

5 Excavation for foundation upto 1.5m depth including sorting 51.70 One 432.61

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

6 Providing and filling in foundation with ordinary cement 26.90 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

7 Providing and laying in Position FE 500/500D TMT bar 1.350 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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

(B) Abutments (C) Returns (D) Walls etc.

8 Providing and Fixing in position FE 500/500D TMT bar 0.460 One 73243.01

reinforcement including cutting, bending and tying complete MT

as per detailed drawaing (A)RCC kerb (B) RCC Footpath (C)

RCC Approch Slab (D) Wearing coat.

9 Filling available excavated earth (excluding rock ) in trenches 159.20 One 136.91

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

10 Supplying and fixing reinforced concrete heavy duty 20.00 One 3469.25

nonpressure pipes with collars for culverts carrying heavy Rmt.

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.I)900mm. Dia

11 Providing and laying cement concrete 1:2:4 (1Cement: 2- 217.87 One 3805.28

Coarse sand: 4-graded stone aggregates 20 mm nominal size) Cum

and curing complete excluding cost of formwork in (A)

Foundation and Plinth

12 Providing and Fixing Flood guage post confirming to IRC 67- 2.00 One 3045.15

2001 using engineering grade retro reflective sheeting No

including lettering and border as directed. For New structure.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

13 Cautionary warning sign:-Providing & Fixing sign boards 2.00 One 3808.65

made out of 2mm. alluminium sheet size 90x90x90cms. No

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.

Twelve Lakh Sixty Two Thousand Four Hundred Thirty Rupees And Ninety Paisa

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 put as under.

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add……..……..%

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

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.

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

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

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

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Kunkavav Amreli