CR to Mendarda Khorasa Lushala Khokhrda Road (SH-99) Km.0/00 to 21/40 Dist.Junagadh (providing and laying MSS Patta & Asphalt Patchwork in Selected length Bet. Km.7/00 to 21/40)

Name of Work :CR to Mendarda Khorasa Lushala Khokharda Road (SH 99) Km 0/00 to 21/40, Di: Junagadh

(Providing and laying MSS Patta & Asphalt Patchwork in Selected length betn. Km 7/00 to 21/400)

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

1 Scarifying gravelled macadam or bitumen macadam 5040.00 Sqmt. 41.60

surface 6 cm to 10 cm.depth including stacking

useful materials on road side and disposing off

remaining stuff.

2 Providing and laying Spreading and Compacting 504.00 Cum. 722.15

B.T.M.C. stone aggregate of 63 mm to 45mm size to

W.B.M 100 mm thick in two layer including spreding

in uniform thickness hand packing rolling with

vibratory roller 8-10 tones to proper grad and

camber applying and brooming requisite type of

screening /binding /filler materials to fill up the

interstices of coarse aggregate watering and

compacting to the required density. Grading – II

3 using screening

Providing type- A20mm

and laying [13.20 mm

compacted mix 773.00 MT. 3176.45

seal surface using machine crust stone aggregate as

per gradation and using bitumen V-30 for mixing at a

rate of 50.90 Kg/M.T. i.e. 5.09% for mixing of mix

including RS-1 emulsion asphalt for tack coat at the

rate of 2.5 kg/10 sqm and heating the asphalt and

aggregate by continous batching DRUM MIX PLANT

4 and spreading

Providing theand

laying same by paver

rolling finisher

thick Built 5040.00 Sqmt. 154.23

Up spray Grout using bitumen for tack coat at the

rate of 4.00 Kg/10-Sqm. On WBM /BT surface with

spreading stone agg. at the rate of 0.50 cum/10-sqm

with dry rolling and spraying bitumen VG-30 over it

at the rate of 15 Kg/ 10sqm. And then spreading over

it stone agg. at the rate of 0.13 cum/ 10-sqm of key

Total agg on top: in accordance with the requirement of

Total Thirty eight lakh six thousand three hundred twenty two point four nine only

Note :-Diversion & Structure Credited material amounting to Rs. 0 should be recovered from 1st 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 rates mentioned above. Above of my / our tender works out as under.

Estimated Amount Estimated Amount

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

Deduct ….……. % below Rs. ……………………………….. Deduct ………..…. % Above

[Please strike out whichever is not applicable]

Name of Work :CR to Mendarda Khorasa Lushala Khokharda Road (SH 99) Km 0/00 to 21/40, Di: Junagadh

(Providing and laying MSS Patta & Asphalt Patchwork in Selected length betn. Km 7/00 to 21/400)

BILL OF QUANTITY

Sr. Description of Item Quantities Unit Tendered Total amount

Sr. Description of Item Quantities Unit Tendered Total amount

No. Estimated Rate according to

but may be estimated

more or less quantites

[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 the tender.

Signature of Bidder

Deputy Executive Engineer Executive Engineer

Dist. R&B Sub Division R & B Division

Junagadh Junagadh