Restoration of Rain Damages to LWSS Dindla in GP Anu in Tehsil Balh Distt. Mandi

Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing & laying cement concrete 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

Foundation and Plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Walls (any thickness but not less than 0.10m thickness) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30x30x5 mm so as to give a fair finish including centering shuttering struting 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 in-situ- reinforced concrete and plain concrete:-

Flat surfaces such as soffits of suspended floor, roofs, landing and the like etc. upto 200 mm thickness i/c carriage of material complete in all respect as per the directions and best satisfaction of the Engineer-in-Charge.

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

Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Laying, jointing, testing and carriage of GMS tubes (MG) 50 mm dia (earth work in trenches to be measured and paid for separately) i/c carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing and fixing of Cast Iron Sluice Valve of 50 mm dia of Kirloskar/ Leader/ Kartar make or any other JSV approved make,with Flange table-17 as per IS-14846-2000 of nominal pressure and designation Class PN-1.6 confirming to relevent IS code as per specification including complete process of fixing new valve including carriage of material complete in all respect with in all leads & lifts as per the entire satisfaction of the Engineer-in-Charge.

Demolition of RCC work manually by mechanical means including stacking of steel bars and disposal of unserviceable materials with in 50 meters lead including carriage of material complete in all respect with in all leads & lifts as per the entire satisfaction of the Engineer-in-Charge.