SASOI-II WATER RESOURCES PROJECT

BILL OF QUANTITIES

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

Name of work : SASOI-II WATER RESOURCES PROJECT

Construction of V-Notch in downstream of Left & Right side Earthen

Bund & D/S of West Weir, Creating Weep Holes in Training Wall,

Cleaning Drain Holes of West Weir and Epoxy Plaster Work for

Sasoi-II Water Resource Project.

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

No. specification and reference to book of figures

specifications)

1(a) Excavation in all sort of strata and formations 196.00 Cum. 79.00

incl. depositing the unuseful excavated stuff as

and where directed incl. sorting and stacking

useful materials as directed upto 200 mt lead and

all lift etc. complete incl. dewatering.

(A) IN OVER BURDEN HARD MURRUM.

1(b) (B) IN SOFT ROCK 210.00 Cum. 176.00

1(c) (C) IN HARD ROCK 510.00 Cum. 590.00

2 Providing & Laying in Position "NOMINAL MIX" 120.00 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 & MSA-40mm (Graded)

3 Back filling with appropriate excavated material 12.00 Cum. 84.00

behind the structures or refilling the trenches

with excavated useful material including watering

ramming, consolidation etc. complete with all

4 Providing new M.S. Plate of required size and 740.00 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.

5 Providing 'fiber glass reinforced plastic' gauge 7.00 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.

6 Providing, cutting, bending, binding and fixing in 1.90 M.T. 76574.00

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. (b) FE-500

7 Dismantling the existing RCC pipes including 160.00 Rmt. 91.00

sorting out and stacking of the usefull material

(Pipe) measurable conditions upto lead 200 mt.

as directed under the specification.

(i) 255mm to 400mm diameter.

8(E) Providing, supplying at site, laying and fixing in 110.00 Rmt. 1344.00

position under ground, R.C.C. Hume Pipe of NP-2

class of BIS standard incl. filling the joints with

cement mortar 1:1 with providing necessary

collar set complete with inclusive of testing with

working pressure and all lead and lift.

(E) 600 mm dia.

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

No. specification and reference to book of figures

specifications)

9 Removing plaster including racking gout joints 360.00 Sqmt. 71.00

20mm deep etc. complete. (a) Cement Plaster.

10 Diamond core drilling / Redrilling 100mm dia 44.00 No. 9950.00

borehole in training wall upto 60 cm length,

inserting stainder GI pipe & Grouting pipe

periphery from, side with epoxy grout material

with epoxy grout material at specified location.

11 Cement Plaster 20mm thick in single coat to stone 360.00 Sqmt. 261.00

masonary in C.M. 1:3 incl. finishing, curing,

scaffolding etc. complete. (a) UPTO 6.0 Mt.

12 Providing epoxy plaster 6 to 8mm 645.00 Sqmt. 2483.00

min.thickness incl filling of all pot-holes

/ditches with epoxy mortar upto req. depth

by using resin:hardner:aggregates

confirming to IS-9162 in proportion

0.7:0.3:6.5,by weight on exposed damaged

old and rough surface of spillway/canal strs

with proper application of necessary primer

coat of resin and hardener in proportion of

2:1 by weight confirming to IS-9197 to give

proper bond between old surface and epoxy

plaster incl. necessary cleaning, cheeping of

old surface incl. scaffolding, tools bars for

the job with labour incl. all lead and lift etc

complete in all condition dry and wet.

13 Redrilling & Remaining & Cleaning 150mm dia 38.00 No. 5750.00

Horizontal drain hole in spillway body high speed

flexi shaft machine upto 10 Mtr. depth to clean

choked up material.

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. 37,03,082=40 Estimated Amount Rs. 37,03,082=40

Put to Tender Rs. Put to Tender Rs.

Net Rs. Net Rs.

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.

Executive Engineer

Signature of Contractor Und Irrigation Division