Restoration of Rain damages of LWSS Solang Parasher under JSV Sub Division Kataula in Tehsil Sadar Distt. Mandi HP

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge

Foundation and Plinth.

i) Foundation footings bases of columns and the like and mass concrete.

ii) Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level)

i) Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto 200mm th.)

ii) Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.