Interception and Diversion (I and D) of existing drains and construction of Sewage Treatment Plant at Nagar Panchayat Mehdawal, District Sant Kabir Nagar, UP

STP with CO- TREATMENT PLANT and MPS

Survey, soil investigation, quantitative and qualitative testing, hydraulic and structural design/ drawing (including vetting from any renowned Engineering Institution) and Construction of Sewage Treatment Plant of 5.50 MLD capacity with 8.0 KLD Co treatment including Pre-Treatment (Latest Independent Technology). The cost includes cost of suitable foundation, Inlet chamber, Pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, Disposal of treated sewage by gravity, Sludge thickening, Sludge dewatering. The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having twin lobe Air Blowers, inlet/outlet analysers, corrossion resistant motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors, Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes DG sets, Electric Substations, Transformers, Pumps and HT/LT/Control Panels, Laboratory, Store room, Admin block and other required buildings including toilet for labours and staff, all electrification, water supply arrangement, compound devolopment , supply and installation of OCEMS, laboratories, meter room etc. all complete. The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD 10mg/l, COD-30 mg/l, Residual chlorine-nil, TKN-10mg/l, NitrateN-10 mg/l, F.C.-230 MPN/100ml, Dissolved P-5mg/l (preferable2mg/l) or its latest ammendments. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual.

Survey, soil investigation, quantitative and qualitative testing, hydraulic and structural design/ drawing (including vetting from any renowned Engineering Institution) and Civil work of MPS of 12.60 MLD average flow (peak factor 2.25 i.e. 28.35 MLD peak flow), Rising main, interconnection of gravity main in MPS and rising main into STP inlet at proper level and alignment including hydraulic testing, Metering room, H.T. panel room, Transformer and D.G.platform, screen channel, Gate valve chamber, Sluice valve chamber, Air valve chamber, common header chamber, bypass system etc complete for proper completion of work in all respect.

Rising Main from MPS to STP

Supply of following sizes DI pipes Class K-7 including DI specials such as bends, reducers, collars etc., all jointing materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. complete

400 mm dia

Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m, refilling of excavated earth into trenches and removal and disposal of surplus earth within a distance of 50 m from centre of the trenches.

In ordinary soil (0.00-1.50)

Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes.

400 mm dia