Interception and diversion I and D and STP for Existing Drain in Dhampur

Design, Construction, Supply of all materials, Erection and Commissioning of 7.2 MLD STP and 7 KLD Septage Co-Treatment Facilities with all the civil, LT/HT panel room, sub station building, DG set foundation, admin buidling, laboratories, meter room and campus development [Construction of Internal Road (CC Road, 3.6m wide, area approx 2000sqm),fiiling of earth if required] fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned)., staff quarters as per requirement and specification, external water supply (20KL tank including tube well and pumping arrangement, sanitation work) etc. all complete for STP with co-treatment facilities. STP shall be based on SBR Technology OR any proven technology. The effluent quality for agricultural uses (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, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). ) shall be maintained as per CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered. The cost is inclusive of (Peak flow 24.11 MLD) (civil works).

(a) 0.00 to 1.50 m

(b) 01.50 to 03.00 m

(c) 03.00 to 04.50 m

(a) 1.5 to 3 m

(b) 03.00 to 06.00 m