C/o LWSS Palli, kut Lohara, Bhateki etc. in Tehsil Fatehpur District kangra HP

Amount

Construction of RCC Over Head Collection Tank 80000 ltr. Cap. With 2.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, Scour and over flow pipes as per details given below ground level to top dome of tank including GI bends of required degree, valve of reqiured size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specification, steel ladeer inner and outer side with required dia metre of MS flat of usual height as per site requirment. SFRC manhole cover of 500 mm dia and weight of frame and cover should not be less than 45 kg. ventilator at top dome with minimum opening of 45x450cms water level indicator including floats and measuring gauge lightening conductor with complete earthing arrangment etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surfact two coats of snowcem paint and any other component required for the completion of the job to the enitre satisfaction of Engineer-in-Charge. The offers shall also include details structural drawing design based on ebaring capacity of soil of propsed site and same shall be approved from the competent authority desigtn clacuation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers, expansion joints etc. comecting with rising main and distrubtion main with reqiured legnth from the edge of foundation and any other component required for the completiion of job upto the entire satisfaction of Engineer-in- Charge. Dia of pipe arrangement Inlet pipe - 200 mm dia Outlet pipe - 150 mm dia Scour pipe - 150 mm dia

Construction of RCC Over Head storage Tank 159000 ltr. Cap. With 12.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, Scour and over flow pipes as per details given below ground level to top dome of tank including GI bends of required degree, valve of reqiured size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specification, steel ladeer inner and outer side with required dia metre of MS flat of usual height as per site requirment. SFRC manhole cover of 500 mm dia and weight of frame and cover should not be less than 45 kg. ventilator at top dome with minimum opening of 45x450cms water level indicator including floats and measuring gauge lightening conductor with complete earthing arrangment etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surfact two coats of snowcem paint and any other component required for the completion of the job to the enitre satisfaction of Engineer-in-Charge. The offers shall also include details structural drawing design based on ebaring capacity of soil of propsed site and same shall be approved from the competent authority desigtn clacuation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers, expansion joints etc. comecting with rising main and distrubtion main with reqiured legnth from the edge of foundation and any other component required for the completiion of job upto the entire satisfaction of Engineer-in- Charge. Dia of pipe arrangement Inlet pipe - 150 mm dia Outlet pipe - 100 mm dia Scour pipe - 100 mm dia

Construction of RCC Over Head Storage Tank 62000 ltr. Cap. With 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, Scour and over flow pipes as per details given below ground level to top dome of tank including GI bends of required degree, valve of reqiured size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specification, steel ladeer inner and outer side with required dia metre of MS flat of usual height as per site requirment. SFRC manhole cover of 500 mm dia and weight of frame and cover should not be less than 45 kg. ventilator at top dome with minimum opening of 45x450cms water level indicator including floats and measuring gauge lightening conductor with complete earthing arrangment etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surfact two coats of snowcem paint and any other component required for the completion of the job to the enitre satisfaction of Engineer-in-Charge. The offers shall also include details structural drawing design based on ebaring capacity of soil of propsed site and same shall be approved from the competent authority desigtn clacuation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers, expansion joints etc. comecting with rising main and distrubtion main with reqiured legnth from the edge of foundation and any other component required for the completiion of job upto the entire satisfaction of Engineer-in- Charge. Dia of pipe arrangement Inlet pipe - 80 mm dia Outlet pipe - 125 mm dia Scour pipe - 80 mm dia

Construction of RCC Over Head storage Tank of 121000 ltr. Cap. With 12.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, Scour and over flow pipes as per details given below ground level to top dome of tank including GI bends of required degree, valve of reqiured size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specification, steel ladeer inner and outer side with required dia metre of MS flat of usual height as per site requirment. SFRC manhole cover of 500 mm dia and weight of frame and cover should not be less than 45 kg. ventilator at top dome with minimum opening of 45x450cms water level indicator including floats and measuring gauge lightening conductor with complete earthing arrangment etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surfact two coats of snowcem paint and any other component required for the completion of the job to the enitre satisfaction of Engineer-in-Charge. The offers shall also include details structural drawing design based on ebaring capacity of soil of propsed site and same shall be approved from the competent authority desigtn clacuation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers, expansion joints etc. comecting with rising main and distrubtion main with reqiured legnth from the edge of foundation and any other component required for the completiion of job upto the entire satisfaction of Engineer-in- Charge. Dia of pipe arrangement Inlet pipe - 125 mm dia Outlet pipe - 100 mm dia Scour pipe -100 mm dia

Sarabjit Singh Katoch