Renovation and Restoration work of Remaining Lining portion from Ch. 11400 mt to 12600 mt of Karjan Right Bank Main Canal.

Item No Quantity Unit Amount

specifications) figures

Clearing the canal land width including removing the shrub, bushes, cactus, weedsother

vegetation including cutting down trees up to 0.50 mt girth and depositing the removed

materials outside the canal land widthup to lead of 50 meter as directed etc. complete.

(Without water pool)

Clearing the silt from the canal/drain bed by a digging the same to the required bed level and

gradient including depositing the excavated earth regularly in spoil bank for utilizing the

same preparing the banks after breaking clods as and where directed for all leads and lifts G-

1(C)a For Canals Above 250 Cusec &. 0 to 1.5 m lift.

Removing existing disturbed C.C. Block lining including opening of joints, stacking the

same and Disposing of stuff as directed etc.complete with all leads and lifts

Providing groove and filling expansion joint of size 12 mm wide and 25 mm deep in canal

4 lining during construction with two coats of primer and filled with bituminous and fine sand 2880.14 meter 34.70

in proportion of 2:1, as directed etc. complete.

approved borrow area / village tanks etc. Including conveying, spreading in uniform layers,

breaking clods and dressing to the designed canal section etc. with lead upto 5km and all lifts

(for canals having capacity up to 300 Cusec) ( By Machinery)

Compaction for making embankment for canal by laying in regular layers of 15 cm in

6 thickness including breaking clods to 25 mm size incl. light rolling by suitable rollers with 3210.78 Cum 27.70

slight watering to facilitate rolling and dressing the side slopes etc.

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, curing including dewatering where required. (MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER CURING) 7.5 cm thick lining in Bed / Slope

Providing & Placing in position reinforcement bars including cutting, bending, welding

8 joints where necessary, hooking etc. complete as per drawing for all lead and lifts. TMT / 14.24 Quintal 7194.00

CRS (FE 500 D)

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, curing including dewatering where required. (MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER CURING) 15 cm thick lining in Bed / Slope

Rupees Fourty Two Lakh(s) Twenty Nine Thousand Eight Hundred thirty Four and Fourty two Paisa 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 put to tender Estimated amount put to tender

Deduct………% below Deduct………% below

In words In words

The Contractor shall exhibit a board with brief details of work as directed by the Engineer-In-Charge for which no extra payment shall be

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

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. NO.: MIS102010/17/K1 Dated:30/07/2018

4 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 Deputy Executive Engineer Executive Engineer

Contractor Irrigation Project Subdivision No. 29 Irrigation Project division No.

Rajpipla Rajpipla