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Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in six (06) ULBs of Cluster-1 including 1 year defect liability with 10 years O and M.
TERTIARY TREATMENT Coagulant Dosing System/Flash Mixer + Flocculation + Setting Tank/ Clariflocculator. The design values of the tertiary treatment units are to be considered from CPHEEO Manual on Water Supply & Treatment Flash Mixer Rapid mixing device design confirming to IS: 7090 of 1985. Detention time 60 sec, velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design. Coagulant Dosing System Dosing Tanks-2Nos. With mixing, carrying, dosing with piping arrangement. Chemical Storage area as per data/specifications Flocculation Tank RCC Hopper bottom units having slope >45 Deg as per hydraulic and process design with detention period 20 minutes with flocculator paddles with gear and motor assembly as per design. Flocculator design conforming to IS: 7208-1974 (Type-C). Surface loading rate 8000 liters/hour/sq.m and depth 2.5m using PVC media with supporting arrangement and sludge collecting pipes as per detail specifications. Filter Feed Sump & Pumps Pressure Sand Filters for STP capacities less than 10MLD
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in six (06) ULBs of Cluster-2 including 1 year defect liability with 10 years O and M.
TERTIARY TREATMENT Coagulant Dosing System/Flash Mixer + Flocculation + Setting Tank/ Clariflocculator. The design values of the tertiary treatment units are to be considered from CPHEEO Manual on Water Supply & Treatment Flash Mixer Rapid mixing device design confirming to IS: 7090 of 1985. Detention time 60 sec, velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design. Coagulant Dosing System Dosing Tanks-2Nos. With mixing, carrying, dosing with piping arrangement. Chemical Storage area as per data/specifications Flocculation Tank RCC Hopper bottom units having slope >45 Deg as per hydraulic and process design with detention period 20 minutes with flocculator paddles with gear and motor assembly as per design. Flocculator design conforming to IS: 7208-1974 (Type-C). Surface loading rate 8000 liters/hour/sq.m and depth 2.5m using PVC media with supporting arrangement and sludge collecting pipes as per detail specifications. Filter Feed Sump & Pumps Pressure Sand Filters for STP capacities less than 10MLD
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in four (04) ULBs of Cluster-3 including 1 year defect liability with 10 years O and M.
TERTIARY TREATMENT Coagulant Dosing System/Flash Mixer + Flocculation + Setting Tank/ Clariflocculator. The design values of the tertiary treatment units are to be considered from CPHEEO Manual on Water Supply & Treatment Flash Mixer Rapid mixing device design confirming to IS: 7090 of 1985. Detention time 60 sec, velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design. Coagulant Dosing System Dosing Tanks-2Nos. With mixing, carrying, dosing with piping arrangement. Chemical Storage area as per data/specifications Flocculation Tank RCC Hopper bottom units having slope >45 Deg as per hydraulic and process design with detention period 20 minutes with flocculator paddles with gear and motor assembly as per design. Flocculator design conforming to IS: 7208-1974 (Type-C). Surface loading rate 8000 liters/hour/sq.m and depth 2.5m using PVC media with supporting arrangement and sludge collecting pipes as per detail specifications. Filter Feed Sump & Pumps Pressure Sand Filters for STP capacities less than 10MLD
Sewerage and Septage Management for sewer system with STP and laying, jointing, testing and commissioning of Sewerage System in six (06) ULBs of Cluster-5 including 1 year defect liability with 10 years O and M.
TERTIARY TREATMENT Coagulant Dosing System/Flash Mixer + Flocculation + Setting Tank/ Clariflocculator. The design values of the tertiary treatment units are to be considered from CPHEEO Manual on Water Supply & Treatment Flash Mixer Rapid mixing device design confirming to IS: 7090 of 1985. Detention time 60 sec, velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design. Coagulant Dosing System Dosing Tanks-2Nos. With mixing, carrying, dosing with piping arrangement. Chemical Storage area as per data/specifications Flocculation Tank RCC Hopper bottom units having slope >45 Deg as per hydraulic and process design with detention period 20 minutes with flocculator paddles with gear and motor assembly as per design. Flocculator design conforming to IS: 7208-1974 (Type-C). Surface loading rate 8000 liters/hour/sq.m and depth 2.5m using PVC media with supporting arrangement and sludge collecting pipes as per detail specifications. Filter Feed Sump & Pumps Pressure Sand Filters for STP capacities less than 10MLD
Routine /Breakdown /Capital maintenance work of 220KV and 400KV Switchyards, Protection system, EHV Transformers/UAT/Service transformers and 16.5 kV Bus-ducts of Stage-I, II, III and IV at STPS, Suratgarh
Custom Bid for Services - Hiring of AC Deluxe Bus 40 seater twice a week for 24 months at BARH STPS Similar Category Bus Hiring Service - Regular Basis Bus Hiring Service - Short Term
Custom Bid for Services - Hiring of AC Deluxe Bus 40 seater twice a week for 24 months at BARH STPS Similar Category Bus Hiring Service - Regular Basis Bus Hiring Service - Short Term