Restoration of rain damages to LWSS Bah Gilkhar

Construction of RCC over head storage tank of 50000 Ltrs. Capacity with 10.00 mtrs. Staging height from groud level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank, including bends of required degrees, valves of required see conforming to rellevant codes RCC Sprial 1.0 wide stain case MS stair case including MS pipe railing as per IS specification, steel ladder 45 cms, wide of usual height as per site requirument SFRC manlhole cover (medium duty ) of 500mm dia and weight of frame and cover should not be less than 110 kg. ventilator at top dome with minimum opening of 90x90cms water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc. The RCC over head Reservoir shall include randering plastering of the uneven expose surface, Two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaction of Engineer-in-Charge. The offers shall also include detail structurul drawing design Calculation to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expansion joints as required at site.The offers shall also include the cost of providing and fixing of Gms/ms pipes, Valves/ fittings complete include duck foot bends, puddle collars, expansion joints etc connecting with rising main and distribution main will require length from the edge of foundation and any other components required for the completion of job up to the entire satisfaction of the Engineer in charge. Dia of piping arrangment :- Inlet pipe = 80mm GI Pipe Outlet pipe = 80mm GI Pipe Scour Pipe = Not less Than 100mm dia GI Pipe