Restoration of Rain Damages to LWSS Samirpur Tiara Phase - 2nd in Tehsil and Distt. Kangra (H.P).

Construction of RCC in M-25 design mix underground storage tank of 225000 Ltrs. Capacity comprising of inlet, scour & over flow pipes as per details given below including bends of required degrees,valves of required size conforming to relevant codes, steel ladder 45 cms. wide of usual height as per site requirement, SFRC manhole cover ( medium duty) of 560mm dia and weight of frame and cover should not be less than 58 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 underground reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component required for the completion of job. The offers shall also include detail structural drawing/ design calcualtions to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also inclcude the cost of providing and fixing of Gms / MS pipes, and valves/ fittings complete, expansion joints etc. connecting with rising main & distribution main with required length and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge.

Dia of piping arrangement :-

Inlet pipe = 100mm dia G.I. pipe Medium class

Outlet pipe = 100mm dia G.I. pipe Medium class

Scour pipe = Not less than 100mm dia G.I. pipe.