Construction of Rain water harvesting structure to recharge various WSS/LIS in Nurpur constituency in Tehsil Nurpur Distt. Kangra (HP)

Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & returning the useable soil in trenches in 15 cm layers wherever required including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material suitably as directed by engineer in charge with in all leads & lifts including restoration surfaces to its original condition & including cost of fixing caution boards, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge

Excavation in earth work of all kind of soils in foundation and plinths such as pick work, jumper work of saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required disposal of all the excavated soil within all leads and lifts as per direction and satisfaction of engineer in charge.

Wall (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth,& string courses etc. from top of found level up-to floor two level complete in all respect within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

Providing and laying cement concrete 1:2:4 (1 cement :2: Sand : 4 graded stone aggregate 20 mm nominal size) curing complete excluding the cost of form work & reinforcement for reinforced concrete work of minimum M-20 Grade in foundations and plinth within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.

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

Providing and laying Mild steel/Tor steel reinforcement for RCC. work including bending, binding and placing in position complete up-to floor two level complete in all respect within all leads and lifts as per the direction of Engineer-in- Charge.

Providing, laying stone pitching on side slopes of guide banks-,embankment and protection work with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) including carriage of material Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge

Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre complete in all respect within all leads and lifts as per the direction of Engineer-in -Charge.