Restoration of Rain Damages to FIS Lippa to Karla in Tehsil Pooh Distt. Kinnaur HP

Excavation in foundation trenches in all kinds of soils such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited slushy daldal or saturated soil within all leads and lifts , stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth and sides of foundations i/c consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of the Engineer- in-charge

Providng form work with steel, plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden battens and ballies, height of proping and centering below supporting floor to centring not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in:-vertical surface such as walls (any thickness) pertition and the like including attached pillasters buttresses, ply and string course complete within all leads and lifts

Provding and Laying Mild steel/Tor steel reinforcement for RCC work including bending ,binding and placing in position complete upto floor two level with in all leads and lifts.

Laying,Jointing Testing and commissioning of HDPE Pipe 140 mm dia (earth work in trenches to be measurement and paid for separately) in all leads and lifts complete upto the entire satisfaction of Engineer in charge. Pe-63 PN 8