Restoration of Rain Snow damages to FIS Garauni in GP Jhalman Distt Lahaul Spiti HP

Cutting in earth work in all kind 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 soil 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. (Chesiling work 100% soft rock & 0% hard rock)

Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering complete as per the direction and to the entire satisfaction of Engineer-in-Charge. All work up to plinth level

Providing and laying in position reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement as per the entire satisfaction of the Engineer-in-Charge. All work up to plinth level

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete as per direction and to the entire satiafaction of the Engineer-in- charge.

Steel reinforcement (Tor Steel) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level as per the direction and to the entire satisfaction of Engineer-in-charge.

Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is probhibited including all leads and lifts complete as per direction of Engineer-in-charge. (100% pick work & 0% jumper work)

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.