Rural Water Supply And Sanitation Department Tender

Supplying all materials, labour, T&P, design, drawing ,soil testing etc. complete in all respect for construction of RCC Roof Pump House building , construction of Compound wall for Pump House , construction of approach road alongwith site development including laying, testing and commissioning of Rising main & Distribution system with pipe line such as UPVC,HDPE,ASTM, G.I pipe lines etc along with required fittigs & specials and construction of valve chamber,stand post in pump house, individual house hold connection ,Stand alone, Installation of Chlorination system using bliching powder solution, installation of submersible pump with motor in deep Tube well etc.(including supply of standby pump motor), internal wiring of Pump house & installation of voltage Stabilizer ,external Electrification etc. as per suppllied Drawings in Section-7 and detail scope of work & technical specification, quantity of work mentioned in Section-5 and the BOQ in (Annexure-A to G) of Village JAMUGODHA All materials required shall be supplied by the Contractor and the work shall be executed as per terms and condition of DTCN & all construction should be guided by supplied drawings and as per direction of Engineer in Charge . The work shall be completed in such a manner that all house hold of entire village will get required quantity of drinking water with residual head of 7m and residual chlorine of 0.2mg/ltr without any leakage in the entire PWS system .

Supplying of all labour,T&P,material for soil testing, providing of engineering design & drawing construction,errection,testing & commissioning etc. of RCC elevated storage reservoir of 40000 ltr capacity with staging height of 15 mtr consisting of minimum 6 nos. RCC circular columns and circular dome using Cement Concret M-30 for the container & M-25 for other components with water proofing treatment to the interior surface of the water container by applying a coat of crystalline water proofing products like xypex or equivalent crystaline products before plastering/finishing ,Piping arrangements with supply of pipes, fittings (flanged CI pipe Class-A of 100mm dia & CI puddle collar) for in-let,out-let,over flow & wash out arrangement & length upto 5m beyond face of the structure with provision of ISI marked CI sluice valve/butter fly valve & it's RCC valve chambers. There should be R.C.C outer stair case with S.S. hand rail (both sides) and support railings at dome and landing level, stainless steel ladder inside and outside the ESR using SS tubular section of size 40mm-50mm (as horizontal & vertical members) respectively. Provision of lightening arrester using 25mm * 5mm MS Flat, Standard earthing using 40mm dia 3mtr long GI earth pipe, digital water level indicator, 0.6 m dia CI manhole cover at dome, RCC vent with aluminium jally, painting of the structure with 2 coats of weather coat after 1 coat of primear as per the approved color and pattern of PR & DW Department etc. complete as per direction of the Engineer - in- Charge. N.B: The structural design should be made as per the local environmental condition(considering the design wind speed calculated based on the different risk co-efficient as Topography factor, Tarrain co-efficient, cyclonic region factor etc. as per relevant IS scores . Pile foundation or Raft type foundation should be proposed considering the soil bearring capacity (test report shall be witnessed by concerned field officer) and the design shall be vatted from approved state technical agency as recommended by the concerned Engineer - in - charge.

The contractor shall maintain the PWS project for Five (5) calendar years from the completion and official handing over date in a such a manner that all the house hold of the PWS Scheme covered area will get (adequate) required quantity of supply water taking supply hour as 8hours / day without facing any problem.The contractor shall repair and replace any types of defect arising within 24 hr of receipt of complaint either from public or from the Department . The contractor shall maintain all structure of the PWS schemes as per terms and conditions of DTCN & technical specification mentioned in Section-5.

Supplying all materials, labour, T&P, design, drawing ,soil testing etc. complete in all respect for construction of RCC Roof Pump House building , construction of Compound wall for Pump House , construction of approach road alongwith site development including laying, testing and commissioning of Rising main & Distribution system with pipe line such as UPVC,HDPE,ASTM, G.I pipe lines etc along with required fittigs & specials and construction of valve chamber,stand post in pump house, individual house hold connection ,Stand alone, Installation of Chlorination system using bliching powder solution, installation of submersible pump with motor in deep Tube well etc.(including supply of standby pump motor), internal wiring of Pump house & installation of voltage Stabilizer ,external Electrification etc. as per suppllied Drawings in Section-7 and detail scope of work & technical specification, quantity of work mentioned in Section-5 and the BOQ in (Annexure-A to G) of Village RAMNAGAR All materials required shall be supplied by the Contractor and the work shall be executed as per terms and condition of DTCN & all construction should be guided by supplied drawings and as per direction of Engineer in Charge . The work shall be completed in such a manner that all house hold of entire village will get required quantity of drinking water with residual head of 7m and residual chlorine of 0.2mg/ltr without any leakage in the entire PWS system .

Supplying of all labour,T&P,material for soil testing, providing of engineering design & drawing construction,errection,testing & commissioning etc. of RCC elevated storage reservoir of 30000 ltr capacity with staging height of 15 mtr consisting of minimum 6 nos. RCC circular columns and circular dome using Cement Concret M-30 for the container & M-25 for other components with water proofing treatment to the interior surface of the water container by applying a coat of crystalline water proofing products like xypex or equivalent crystaline products before plastering/finishing ,Piping arrangements with supply of pipes, fittings (flanged CI pipe Class-A of 100mm dia & CI puddle collar) for in-let,out-let,over flow & wash out arrangement & length upto 5m beyond face of the structure with provision of ISI marked CI sluice valve/butter fly valve & it's RCC valve chambers. There should be R.C.C outer stair case with S.S. hand rail (both sides) and support railings at dome and landing level, stainless steel ladder inside and outside the ESR using SS tubular section of size 40mm-50mm (as horizontal & vertical members) respectively. Provision of lightening arrester using 25mm * 5mm MS Flat, Standard earthing using 40mm dia 3mtr long GI earth pipe, digital water level indicator, 0.6 m dia CI manhole cover at dome, RCC vent with aluminium jally, painting of the structure with 2 coats of weather coat after 1 coat of primear as per the approved color and pattern of PR & DW Department etc. complete as per direction of the Engineer - in- Charge. N.B: The structural design should be made as per the local environmental condition(considering the design wind speed calculated based on the different risk co-efficient as Topography factor, Tarrain co-efficient, cyclonic region factor etc. as per relevant IS scores . Pile foundation or Raft type foundation should be proposed considering the soil bearring capacity (test report shall be witnessed by concerned field officer) and the design shall be vatted from approved state technical agency as recommended by the concerned Engineer - in - charge.

The contractor shall maintain the PWS project for Five (5) calendar years from the completion and official handing over date in a such a manner that all the house hold of the PWS Scheme covered area will get (adequate) required quantity of supply water taking supply hour as 8hours / day without facing any problem.The contractor shall repair and replace any types of defect arising within 24 hr of receipt of complaint either from public or from the Department . The contractor shall maintain all structure of the PWS schemes as per terms and conditions of DTCN & technical specification mentioned in Section-5.

Supplying all materials, labour, T&P, design, drawing ,soil testing etc. complete in all respect for construction of RCC Roof Pump House building , construction of Compound wall for Pump House , construction of approach road alongwith site development including laying, testing and commissioning of Rising main & Distribution system with pipe line such as UPVC,HDPE,ASTM, G.I pipe lines etc along with required fittigs & specials and construction of valve chamber,stand post in pump house, individual house hold connection ,Stand alone, Installation of Chlorination system using bliching powder solution, installation of submersible pump with motor in deep Tube well etc.(including supply of standby pump motor), internal wiring of Pump house & installation of voltage Stabilizer ,external Electrification etc. as per suppllied Drawings in Section-7 and detail scope of work & technical specification, quantity of work mentioned in Section-5 and the BOQ in (Annexure-A to G) of Village NOHASOLE All materials required shall be supplied by the Contractor and the work shall be executed as per terms and condition of DTCN & all construction should be guided by supplied drawings and as per direction of Engineer in Charge . The work shall be completed in such a manner that all house hold of entire village will get required quantity of drinking water with residual head of 7m and residual chlorine of 0.2mg/ltr without any leakage in the entire PWS system .

Supplying of all labour,T&P,material for soil testing, providing of engineering design & drawing construction,errection,testing & commissioning etc. of RCC elevated storage reservoir of 30000 ltr capacity with staging height of 15 mtr consisting of minimum 6 nos. RCC circular columns and circular dome using Cement Concret M-30 for the container & M-25 for other components with water proofing treatment to the interior surface of the water container by applying a coat of crystalline water proofing products like xypex or equivalent crystaline products before plastering/finishing ,Piping arrangements with supply of pipes, fittings (flanged CI pipe Class-A of 100mm dia & CI puddle collar) for in-let,out-let,over flow & wash out arrangement & length upto 5m beyond face of the structure with provision of ISI marked CI sluice valve/butter fly valve & it's RCC valve chambers. There should be R.C.C outer stair case with S.S. hand rail (both sides) and support railings at dome and landing level, stainless steel ladder inside and outside the ESR using SS tubular section of size 40mm-50mm (as horizontal & vertical members) respectively. Provision of lightening arrester using 25mm * 5mm MS Flat, Standard earthing using 40mm dia 3mtr long GI earth pipe, digital water level indicator, 0.6 m dia CI manhole cover at dome, RCC vent with aluminium jally, painting of the structure with 2 coats of weather coat after 1 coat of primear as per the approved color and pattern of PR & DW Department etc. complete as per direction of the Engineer - in- Charge. N.B: The structural design should be made as per the local environmental condition(considering the design wind speed calculated based on the different risk co-efficient as Topography factor, Tarrain co-efficient, cyclonic region factor etc. as per relevant IS scores . Pile foundation or Raft type foundation should be proposed considering the soil bearring capacity (test report shall be witnessed by concerned field officer) and the design shall be vatted from approved state technical agency as recommended by the concerned Engineer - in - charge.

The contractor shall maintain the PWS project for Five (5) calendar years from the completion and official handing over date in a such a manner that all the house hold of the PWS Scheme covered area will get (adequate) required quantity of supply water taking supply hour as 8hours / day without facing any problem.The contractor shall repair and replace any types of defect arising within 24 hr of receipt of complaint either from public or from the Department . The contractor shall maintain all structure of the PWS schemes as per terms and conditions of DTCN & technical specification mentioned in Section-5.