Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name Restoration for various structures of canals for Traj Distributory From Ch.35000 to

Work : 52000 ft

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Dismantling the existing brick masonry including

sorting out and stacking the useful material and

1 removing the debris and making good the CUM 231.00 750.90

damages etc. complete as directed. In Cement

Excavation of canal in all sorts of soil including

yellow, sand and gravel soils and murrum

including depositing the excavated stuff in uniform

layers in banks as and where directed including

2 dressing the section etc. complete for lead upto 50 CUM 337.00 259.90

m and lift for depth for cutting as under.

(MANUALLY) CANAL HAVING CAPACITY Between

to 50 Cusec.(a) Lift 0.0 to 1.50 m depth.

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work by "FLORI"

including necessary formwork, centering,

scaffolding, compaction by vibrator, curing as

directed with all lead & lift etc complete without

dewatering and excluding the cost of steel

reinforcement.(B) For Pier and Abutments / Wing

wall / Head wall / Return wall / Dowel Wall etc.(g)

Concrete grade M-15 and MSA-20 mm

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

4 necessary, hooking etc. complete as per drawing QTL 83.35 7194.00

for all lead and lifts.(B)TMT

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed, side

slopes and curvature including batching, mixing,

transporting, placing, vibrating, smooth finishing, SQM

5 curing including dewatering where T 2167.00 327.90

required.(MACHINERY BASED by "FLORI" -

WITHOUT PAVER WATER CURING)7.5 cm thick

lining in Bed / Slope

BILL OF QUANTITIES

Name Restoration for various structures of canals for Traj Distributory From Ch.35000 to

Work : 52000 ft

Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Providing and laying in position 110 mm dia (6

kgf/sq cm) P.V.C. Pipe for weep holes with non Mete

6 corroding jali in abutments, wing walls, retaining 86.00 262.50

walls etc. complete.

Rs. Forty Seven Lac Eighty Thousand Five Hundred Fifty Three & Forty Paise Only

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 out as under.

Estimated amount Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

Notes 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.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

MIS102010/ 17/ K1 Date:30/07/2018 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 contractor. Deputy Executive Engineer

Matar Irrigation Sub Division