Strengthening of the Main Ravi Canal from RD15800m- 15850m,16000m-16100m , 16550m 16600m , 17100m-17149m , 18450m 18500m and 18600m -18650m by way of walling and canal lining.

Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Silt clearance from canal inclusive of initial lead and lift 50 m and 1.5 m resp.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 m lead (1:3:6) or richer mix.

Earth work in excavation by Mechanical means (Hydraulic excavator) in trenches for foundation, dfrains, pipes, cables etc. ( Exceeding 30cm in depth, 1.5m in width ) and for shafts, wells, cesspits and the like nor exceeding 10sqm on plan, including dressing of sides and remaining of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres; all kinds of soil:

Providing and laying in- situ concrete lining using M-10 nominal mix concrete (Max size of aggregates: 20mm nominal) in slopes

Providing and laying 1:2:4 mix (1cement:2 coarse sand:4 graded stone aggregate 20mm nominal size)( in walling):

Providing and laying 1:1.5:3 mix (1cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (in bed):

Providing and laying in position cement concrete of specified graded including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 ( 1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) (for filing cavities)

Centring and Shuttering including strutting, propping etc. and removal of form for: walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Dry stone pitching (any thickness) excluding cost of stones on slopes.

Hand pack stone filling in wire crates excluding cost of stone and wire crates

Extra for every additional lift of 1.5 mtr. Or part there of beyond 1.5m height for hand-packing of stones in wire-crates (01no.) :

Supply of stone :

Filling available excavated earth( excluding rock) in trenches, plinth,sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead uptom and lift upto 1.5m

Curing canal lining for 28 days. In side slopes.

Carriage of Sand and aggregates from source to site of work at avg. 10km by M.T(Sand and agg. Below 40mm)

Carriage of Sand and aggregates from source to site of work at avg. 10km by M.T(agg. above 40mm)

Carriage of Stone from source to site avg. 3km by M.T. and 50m by head load.

Add cost of the crates

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