Road

BILL OF QUANTITIES

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

No. book of Specification)

1 Earthwork for embankment including breaking clods, dressing 189.80 One 157.91

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

from borrow area within land width from 1 km lead, and

should have CBR not less than 6.00%

2 Water Bound Macadam Grading 2 (By Manual Means) 32.20 One 1420.23

Providing, laying, spreading and compacting stone aggregates Cum

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 . (As per Technical

Specification Clause 404)

3 Rolling of earthwork in layers with power roller including 255.20 One 22.95

filling in depression which occur during the process and Cum

Watering of earthwork as directed.

4 Excavation for foundation upto 1.5 m depth including sorting 334.70 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 243.80 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 66.60 One 3345.58

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

7 Providing and laying weep hole in Abutments and returns by 183.00 One 61.46

using P.V.C pipe of 110mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

8 Providing and laying in Position FE 500D TMT bar 4.150 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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

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

9 Providing and Fixing in position FE 500D TMT bar 0.630 One 73243.01

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A)RCC kerb (B) RCC

Footpath (C) RCC Approch Slab (D) Wearing coat.

10 Filling available excavated earth (excluding rock ) in trenches 578.50 One 136.91

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

depth consolidating each deposited layer by ramming and

11 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

12 Dismantling the existing structure including removing and 37.30 One 930.35

stacking the dismantled materials as and where directed. RCC Cum

13 Providing temporary all weather and fair weather diversion 60.00 One 1400.97

suitable for traffic during the construction period of the bridge Rmt.

/ slab drain / Causeway / HPD etc. including all safety

measures for traffic etc.

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

No. book of Specification)

14 Providing & casting in situ ordinary cement concrete M-150 mix 691.40 One 3921.63

and providing necessary pin headers including shuttering, Cum

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.Height from 0.0 mt. to 5.0 mt.

15 Providing and cast in situ Controlled Cement Concrete M-200 32.20 One 5300.56

for average 150mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

16 Providing and fixing Flood guage post mark of 'C' angle size 2.00 One 1141.30

100mm x 50mm x 6mm thick of length 2.00 Mt. height fixed in No

head wall 0.50 mt. and 1.50mt. Out side with painting and

lettering with radium color as directed.

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

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

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.

Forty Lakh Eighteen Thousand Sixty Three Rupees And Fifty Nine 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

NOTE: Amount Rs 4843 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-2 Junagadh