Sardar Sarovar Narmada Nigam Limited

Name of Cleaning, maintenance and repair work of Vadodara Branch Canal (Ch. 67.44 to 98.115 km) for

work:- the year 2026-27.

Item No. Description of Item Quantity Unit Amount in Rs.

Jungle clearance of Specified category and bushed for

canal/dam work as directed with depositing material etc

complete. (Excluding tress of girth above 0.5mt) A ) upto

Year Old (b) For Medium Dense

i. Branch Canal Outer 226125.00 Sqmt. 2.00

ii. Branch Canal Inner 549840.00 Sqmt. 2.00

Dismantaling the existing cement concrete including shoring out

the dismantalled stuff and stacking the useful material and

2 removing the debris and making good the damage etc. comp as 2002.50 Sqmt. 43.63

and where directed.

7.5 cm C.C. thick lining

Trimming of the canal section manually for preparing sub grade

3 for laying cement concrete (C.C.) lining in all sorts of soil and 2225.00 Sqmt. 44.38

murrum including watering and compacting bed etc. complete.

Providing and laying plain / reinforced cement concrete lining of

M-15 grade in bed, side slopes and curvature including batching,

mixing, transporting, placing, vibrating, smooth finishing, curing

4 including dewatering where required. (MANUALLY WITH 4013.00 Sqmt. 408.60

CONVENTIONAL MIXER)

(A) 7.50 cm thick lining in Bed & Slope (With Water Curing)

(Cement Level 300 kg)

Providing & laying plain / reinforced ordinary portland cement

concrete of various grades with cement, sand, and coarse

aggregates including centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth finishing, curing etc.

5 complate. ( MANNUALLY WITH CONVENTIONAL MIXER ) 237.75 Cum, 5335.00

(EXCLUDING DEWATERING)

(C )Footing of columns of piers & abutments, Piers, abutments,

pier cap, abutmemt cap, wingwalls, headwalls, returnnwall, etc.

( ii ) M 15 grade.(Cement level-300 kg)

Earth work in embankment using selected soil, soft & hard

murrum excavated from approved borrow area / village tanks

6 etc. Including conveying, spreading in uniform layers, breaking 1341.00 Cum, 115.35

clods and dressing to the designed canal section etc. with lead

upto 5 km and all lift.

Compaction of earth work in embankment in uniform layers at

optimum moisture content to required dry density including

watering with hand compaction etc. complete. (as and where