Restoration of rain damages to FIS Dhundiara Phase II in Tehsil Dalhousie Distt Chamba HP SH C o crate work at RD 0 and P L CC lining from RD 0 220 220 Rmt

Providing and laying cement concrete lining 15 mm thick or less for irrigation channel using 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20mm nominal size) and curing complete within all leads and lifts as per the direction of Engineer-in -Charge.

Hand mixed concrete lining in bed.

Hand mixed concrete lining in side slope.

Providing extra allowance for form work in cement concrete lining in side slopes within all leads and lifts as per the direction of Engineer-in -Charge.

Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.

Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire (wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge.

Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge.