Restoration of Rain/ Snow damages to FIS Kirting in GP Ranika Distt LS HP

Cutting in earth work in all kind of soil and classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling/wedging out of rocks (where blasting work is prohibited) conglomerate rocks and mixed variety of siol etc. up to all leads and lifts stacking the serviceable and unserviceable material seperately and disposal of excavated earth within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Pick work 90% & Jumper work 0%)

Providing and laying stone / boulder filling in layers for protection work, in wire crates made of G.I. wire filled with boulders having square-cut faces against the wire. The size of boulder/stone used in the apron shall be larger than the mesh opening (i.e., more than 15 cm x 15 cm) with a proportionate weight not less than 18 kg (wire crates to be measured and paid for separately), in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing wire crates made of HDGI (Hot-Dip Galvanized Iron) wire conforming to IS 280-2006 with all latest amendments, with zinc coating as per Table I of IS 4826:1979, hand-woven (double twisted) and filled with boulders having square-cut faces against the wire (boulder filling to be measured and paid for separately). G.I. wire of 5 mm diameter corresponding to SWG-6, with 15 x 15 cm mesh, to be used in wire crete, complete with all leads and lifts, including carriage of material, and executed to the entire satisfaction of the Engineer-in-Charge.