Construction of Rain Harvesting Structures for Recharging of various water Supply irrigation Schemes and to protect the soil from Scouring in Nadaun Area in tehsil Nadaun Distt. Hamirpur under State Disaster Mitigation Fund Near LWSS Bara Choru

Excavation in Foundation and trenches etc. (in pipes and piti) in all kinds of soils such as pick work, jumper work, blasting in soll/hard rock, chiselling/wedging out of rock where blasting prohibitedysaturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required ino plinth sides of foundation etc. consolidating each deposited layer hy ramming and watering and then disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled metalled paved surfaces to its original condition including soring. strutting, tinsbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge.

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.

Vertical surfaces such as walls etc.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1) Cement: 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 Sand: 3 graded stone aggregate20mm nominal size) and curing complete excluding cost of form work in Walls including attached buttersses, pilasters and their caps and bases and string courses etc. up

Laying mild steel/tor Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level

Stones/Boulder filling behind the r/walls, also under floors & upstream of i/gallary/under floor etc. in all leads complete in all respect.

Wire Crates made of GI wire filled with boulders with square cut faces against the wire (boulders filling to be measured & paid for separately) with G.I wire 5.0mm thick corresponding to(SWG-6) of 15x15cm mesh in cross gabion structure including carriage of materials within all leads and lifts.

Providing & laying slone filling in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and peld for separately) including carriage of materials within all leads & lifts.