Restoration of Rain Damage to Providing LWSS to Railla Surrounding and its adjoining area in Tehsil Sainj Distt Kullu (H.P)

Excavation in foundation trenches etc. in earth work, lift upto 1.5 mtr. stack-ing the cavated soil not more than 3.00 mtr. clear from the edge of excavation and then returning the stacked soil in 15 cm layers, when required into plinth side of foundation etc.consolidating each deposited layer by ramming & watering and then disposing of of all surplus excavated earth as directed within a lead of 20 mtrs in pick Jumper work.

Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in :

Vertical surcface

Providing and laying cement concrete 1:2:4( 1 cement: 2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- I) Foundation and footing bases of column and like the mass concrete with in all height and depth including all leads and lifts.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge.

Providing G.I Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh).

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