AJI-IV WATER RESOURCES PROJECT

BILL OF QUANTITIES

Name of work : AJI-IV WATER RESOURCES PROJECT.

Construction of V-Notch for Seepage measurement in downstream

of Left & Right side Earthen Bund for AJI-IV Water Resource Project

(Fourth Attempt).

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 198.00 Cum. 79.00

incl. depositing the unuseful excavated stuff as

and where directed incl.sorting and stacking

useful materials in measurable conditions as

directed upto 200mt lead and all lift etc.

complete incl. dewatering.

(A) IN OVERBURDEN INCL. HARD MURRUM.

2 Providing & Laying in position 'NOMINAL MIX' 4.00 Cum. 3346.00

cement concrete using cement sand and

crushed aggregate by machine mix incl.

necessary formworks, centering, scaffolding

compaction by mechanical vibrator curing as

directed with all lead & lift etc. A) Concrete

grade 1:3:6 and MSA-40mm(Graded)

3 Providing & Laying in position 'NOMINAL MIX' 78.00 Cum. 3822.00

cement concrete using cement sand and

crushed aggregate by machine mix incl.

necessary formworks, centering, scaffolding

compaction by mechanical vibrator curing as

directed with all lead & lift etc. (C) Concrete

grade 1:2:4 and MSA-40mm(Graded)

4 Back filling with appropriate excavated material 116.00 Cum. 84.00

behind the structures or refilling the trenches

with excavated useful material including

watering ramming, consolidation etc. complete

with all lead and lift.

5 Providing new M.S. Plate of required size and 1661.00 Kg. 108.37

thickness and fixing it in proper position by

welding etc. complete with cleaning, finishing,

gronding and two coat of anti corrosive primer

and epoxy paint as per existing surrounding area.

6 Providing 'fiber glass reinforced plastic' gauge 55.00 Rmt. 1993.00

plate of 4mm thickness and of following size with

Engraving/pesting bands & figures of following

size with necessary clips and fastners and fixing

the same at the site of work etc. complete as

directed incl. scrubbing the wall surface to remove

the deposits gathered at gauge plate by chiseling

where required. As per drawing Width of plate

30cm., Band width 1.0cm. Column width 1.0cm.,

Height of figures 7.0cm.

7 Providing and laying dry rubble stone pitching 24.00 Sqmt. 253.00

without base, inverted filter/murrum bedding

and header stone including hand packing &

trimming & dressing slopes etc. complete.

b) 23 cms thick stone pitching

8 Providing, cutting, bending, binding and fixing 0.28 M.T. 76574.00

in position as per drawing TMT BAR,

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.

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.6,54,016=29 Estimated Amount Rs.6,54,016=29

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. 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 Deputy Executive Engineer

Irrigation Project Sub Division No.6/4