Improvement work of in Bet n Ch.17500 to 17777 mt.of of Kadana Left Bank Main Canal

Name of Work :- Improvement work of in Bet'n Ch.17500 to 17777 mt.of of Kadana Left

Bank Main Canal

Item Quantitie Per Item Of Work Tender Rate Per Total Amount

Item Quantitie Per Item Of Work Tender Rate Per Total Amount

No. s Unit Rs. in Rs. In Words Unit according to

Estimated Figures estimated

but may quantities.

1 2800.000 Smt. Item No. 1:- Clearing the canal 10.30 Rs. Ten & Smt.

Banks outer and inner Slopes Thirty Paise

by Jungle Cutting ,removing Only

Ghabajaria,Trees,etc. along with

burning it's and carrying away

as and where required and as

directed etc. completed by

2 3990.000 Smt. Item No. 2:- Dismantling the 115.50 Rs. One Smt.

C.C. lining including including Hundred

disposing off the dismentalled Fifteen & Fifty

materials as directed etc. Paise Only

complete. 10.0 cm thick

3 3990.000 Smt. Item No. 3:- Trimming of the 72.80 Rs. Seventy Smt.

canal section menually for Two & Eighty

preparing sub grade for laying Paise Only

cement concrete lining in all

sorts of soil and murrun

including watering and

compacting bed etc. complete.

4 4227.000 Smt. Item No. 4.:- Supplying of 220.00 Rs. Two Smt.

Geosynthetic Clay liner: Hundred

Composite GCL having Twenty Only

thickness of 5-6 mm bentonite

Mass /Area 3.6 kg/sqmt.GCL

consisting of a layer of bentonite

encapsulated between two

geotextiles (Two nonwoven and

polypropelene textiles)

g/m2 bentonite content. The

width of GCL roll shall not be

less than 5 m etc easily

accessible location including top

and bottom, with all leads and

lifts, manpower and machinery,

labour etc. complete and as

directed by Engineer-in- charge.

5 3990.000 Smt. Item No.5:- Providing and 467.70 Rs. Four Smt.

laying plain / reinforced cement Hundred Sixty

concrete lining of Nominal Mix, Seven &

M-15, (MSA-20 mm) in bed, Seventy Paise

side slopes and curvature, Only

including mixing, transporting,

placing, vibrating, smooth

finishing, curing, including

dewatering where required.

CONVENTIONAL MIXER ) 10 cm

thick lining in bed/slope - with

6 450.000 Cum Item No:- 6.:- Earth work in 132.20 Rs. One Cum

embankment using selected soil Hundred

soft & hard murrum excavated Thirty Two &

form approved borrow area / Twenty Paise

village tanks etc including Only

converying spreding in uniform

layers breking clods and

dressing to the designed canal

section etc with lead up to

km and all lift(By Machinary )

(for canals having capacity up to

300 Cusec) ( By

I/ We am/ amount

Estimated are willing to carry out theSuperintending

amount work at ……………………………………………..%

* Estimated amount

Executive above/ below

percent (should be written in figure and words ) of the estimated rate mentioned above. Amount of m

works out as under.

* Estimated amount * Estimated amount

Put to tender Rs……………. Put to tender Rs…………….

Deduct : ………% below Rs……………. Add: …………% above Rs…………….

Net Rs……………. Total Rs…………….

* ( Please stride out whichever is not

Note1 :- All work shall be carried out as per Public Works Depatment Handbook and

other specification of Division or as directed.

Note 2 :- All the columns is Schedule should be filled in ink and the total of the entires

in the last column should .be struck by the contractor under his signature

Note 3 :- Rates quoted include clearance of site (prior commencemect of work and at its

close) in all respect and. hold good for work under all condition, site, moisture, wreather etc

Note 4 :- To be continued on additional sheets, if found necessary.

Signature of Deputy Executive Engineer Executive Engineer

Contractor Kadana Left Bank Canal Sub Division Kadana Division No.1

Lunawada Diwada Colony