UND-II IRRIGATION SCHEME

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 10 Cr.)

Name of work : UND-II IRRIGATION SCHEME

Left Bank Main Canal Minor-2 Canal for Pipe Line Extension for

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

1 Excavation in all sort of strata and formations incl. 1575.00 Cum. 83.00

depositing the unuseful excavated stuff as and

where directed incl. sorting and stacking useful

materials as directed upto 30 mt lead and all lift

etc. complete incl. dewatering. (Depth 0 to

Mt.) (For all type canal & foundation trenches of

(A) IN OVER BURDEN HARD MURRUM.

2 Prov. & Laying in position "NOMINAL MIX" cement 85.00 Cum. 4452.00

concrete using cement, sand and crushed

aggregate by mass and machine mix for C.C. work

incl. necessary formworks centering scaffolding

compaction by mechanical vibrator, curing as

directed with all lead & lift etc. complete.

(E) Concrete grade 1:1.5:3 and MSA-20mm.

3 Prov. & Laying in position Controlled cement 19.50 Cum. 5926.00

concrete using cement, sand and crushed

aggregate by mass and machine mix for R.C.C./C.C.

work including necessary formworks centering

scaffolding compaction by mechanical vibrator,

curing as directed with all lead & lift etc. complete.

Excluding the cost of reinforcement.

FOR CSY & DSY BARREL

(B) Concrete grade 25 and MSA-20mm.

4 Providing, cutting, bending, binding and fixing in 1.30 M.T. 66268.00

position as per drawing TMT BAR, FE-415

reinforcement for R.C.C. works and anchor bars

incl. cost of black annealed 16 to 18 BWG M.S.

Wire etc. complete with all lead and lift.

5 Providing, supplying, Lowering and laying ISI 590.00 Rmt. 2235.00

Standard R.C.C. NP-3 Class Pipes in standard

lengths of following Diameter suitable for either

collar joints or rubber ring joints including all

taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to site, and jointing in proper position,

grade and alignment at all level as directed by

Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code. (E) 600mm dia.

6 Back filling with appropriate excavated material 1298.00 Cum. 84.00

behind the structures or refilling the trenches

with excavated useful material including watering

ramming, consolidation etc. complete with all lead

I am/we are willing to carry out the work at ____________________ % below/above percent

(Should be written in figures and words) of the estimated rates mentioned above. Amount of

My/Our tender works out as under :-

Estimated Amount Rs. 21,38,532=40 Estimated Amount Rs. 21,38,532=40

Put to Tender Rs. Put to Tender Rs.

Deduct _______% Below Rs. __________ Add _______% Above Rs. __________

Net Rs. Net Rs.

(Rupees in words) ________________________ (Rupees 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-10/2017CementConsumption/16/CDate:11/05/2017as 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.

5. The rates to be quoted by the contractor must be inclusive of all duties, taxes, and other

levies except GST payable by the contractor under the contract.

Signature of Contractor Executive Engineer

Und Irrigation Division