Restoration of rain damages to LWSS Talogi Matarna in Tehsil and Distt. Kullu

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc. consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

Wire crates made of G.I wire filled with boulders with square cut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG 6 15 cm X 15 cm mesh complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge.

Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders should not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts.