Ambala City DNIT of Provid...

Sub Head No.2 N.S.Items

NS Item -MPS AT Design, construction, erection, testing and commissioning of MPS and following components: a RCC Inlet chamber, screening chamber, collecting tank, , wet well sump suitable for 2.00 MLD average flow with peak factor 3 including Providing and installing as per CPHHEO manual non clog sewage submersible pump sets having minimum head of 15 m, equipped with suitable LT panel boards, all safety devices, automatic capacitor bank and suitable size submersible cable from LT panel to pumps complete in all respect excluding OandM during Defect liability period of 12 months after trial run period of 3 months and 5 years thereafter. b K9 DI pipe of suitable dia at MPS including welding and screwing of flanges, ISI marked D.I. fittings, sluice valves, non returning valves as per equirements even for bye-pass arrangements complete in all respect excluding OandM during Defect liability period of 12 months after trial run period of 3 months and 5 years thereafter. c) 3 Nos. CI Gear Operated Sluice Gate with SS Spindle (SS 410) and seats (SS 304) (2 nos. for screen and 1 no. for partition of collecting tank) as per design excluding OandM during Defect liability period of 12 months after trial run period of 3 months and 5 years thereafter. d Supply and installation of 2 mechanical coarse screens suitable for for 2.00 MLD average flow with peak factor of 3.0 complete in all respect excluding OandM during Defect liability period of 12 months after trial run period of 3 months and 5 years thereafter. e Entire infrastructure except construction of staff quarter, Boundary wall, path ways / roads and work covered under Schedule - (HSR - Items) required to be executed at site to make the MPS functional is included in the scope of work for lump-sum job. f) All the pumping machinery, panel board, Level sensor etc shall be controlled by PLC and SCADA and shall be synchronized with PLC panels at MPS and STP site through broadband internet facility. g) Raw sewage will be available near boundary wall within the premises of proposed STP but the conveyance of sewage through DI pipe of suitable diameter, from this terminal point to the receiving Chamber of the MPS is included in the Turnkey contract. The Level of the MPS / STP will be as per bed level of existing incoming sewer at MPS. h) The size and quantities of all the above components will be as per approved structural/ Hydraulic / Mechanical/ Electrical design to be approved by Departmental before actual execution of work.

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Sub Head No. I HSR Items (Civil Works)