Construction of Rain Water 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 HP Under State Disaster Mitigation Fund

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within all leads and lifts the entire Satisfaction as direct by the Engineer-in- Charge .

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) complete in all respect within all leads and lifts has direct by the Engineer-in- Charge .

Providing and laying cement concrete 1:1:2 (1 cement : 1 Sand : 2 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 to floor two level within all leads and liftscomplete to the entire satisfaction has direct by the Engineer in Charge.

Providing 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 within all leads and lifts Complete in all respect has direct by the Engineer-in-Charge

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including tering,shuttering,strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plainwork in all leads and lifts complete in all respect as directed by the Engineer in Charge.

Vertical surfaces such as walls(any thickness) partitions and the like including attached ,buttresses,plinth and string courses and the like within all leads and lifts complete in all respect as directed by the Engineer in Charge.

Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect as directed by the Engineer in Charge.

Providing & laying stone 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 paid for separately) including carriage of materials within all leads & lifts complete in all respect as directed by the Engineer in Charge.

Wire crates made of G.I 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-8)of 15x15cm mesh in arpan and slowping picking including carriage of materials within all leads and lifts. complete in all respect as direct by the Engineer in Charge