Construction of remaining infrastructure work and other amenities of 300 Bedded Sawatantrya Veer Savarkar Multispeciality Hospital at kh no.157 and 158/1 Mauza Wathoda (Phase-2) Nagpur Taluka Dist, Nagpur.

Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of Moving Bed Biofilm reactor (MBBR) based Sewage Treatment Plant (STP) of 280 KLD Capacity consisting of Screen chamber, Oil & Grease trap, Equalisation Tank, Aeration tank, Tube settler tank, intermediate tank, treated water Tank, Sludge drying bed & complete with electromechanical equipments such as Manual type bar screen of 10 mm openings constructed of SS304-2#, Coarse aeration system constructed in UPVC piping, sewage transfer pumps constructed of CI impellar for solid material handling of 10-15 mm size & liquid with specific gravity of 1.05 at ambient temperature ( one working & one standby) , Bio reactor chambers constructed of MSEP, Reactor aeration systems constrcuted of diffused aeration system of UPVC, FBBR( Fludized bed Bio Reactor) media constructed of UV Resistant PP ( Polypropylene) suitable for 400 sqm/ Cum, Lamella settler process Chamber constructed of MSEP, Tube Settler media constructed of PVC tube media 750 mm Vertical Height 11 sqm/ cum at 60 degree with approx weight of 75 kg/cum UV stabilised PVC, Air Blowers Constructed of CI positive displacement creating pressure of 0.5 Kg /sqcm with horizontal foot mounted motor ( Air Blower with Motor-one working & one standby), Ozone based High pure Oxygen treatement system (HPO) Contact tank constructed of HDPE, HPO system constrcuted of Rotary air compressor, Air Dryer, Oxygen generation plant, Ozone generation plant, Chiller with recirculation pumps, Power Supply Unit (PSU), Ozone Dosing System, OFF Collection & Diffusion System, associated instrumentation and control system, associated piping & valves, etc. with complete work involving all electro- mechanical works inclusive of items like MCC Panel, controls and instrumentation for measurments, control etc., All interconnected piping, Valves & fitting within STP constructed of UPVC, Sludge pumps constructed in CI impellar & Housing ( one working & one standby pump), Dual Media Filter & softner Constructed in FRP with MPV, UPVC Piping & Media, Feed Pump for treated water in SS-304 Contruction for Impellar & Housing ( One Working+ One standby), Motor Control centre Complete with starters, contactors, overload relays etc for all pumps & Blowers, Electrical cabling & Glands from Motor Control Centre to all pumps & blowers, With Civil constructed items such as Screen Chamber of suitable volume size, Oil & Greese Chamber of suitable volume , Sewage Collection Tank of suitable Volume , Treated water Tanks of suitable Volume,Foundations for STP Skid, Pumps Blowers etc in RCC of 150 mm thick , Sludge Draying bed Constrcuted in Brick Masonary. For the Capacity of 280 M³/ day with design flow rate of 30.0 M³/hr with design parameters max values of inlet at ambient pH-5.5-9.0/ BOD- 300 ppm/ COD-600 ppm /TSS-500 ppm /Total N-50 ppm/ Total P-15 ppm/ Faecal coliform(MPN)- 10^6-10^7/ Oil & Greese- less than 20 ppm & for outlet before dual media filter and softner as ambient pH-7.0-8.0/ BOD- less than 10 ppm/ COD-less than 40 ppm /TSS-less than 10 ppm / /Total N-less than 5 ppm/ Total P-less than 1 ppm/ Faecal coliform(MPN)- less than 10 mg/lit /Oil & Greese- Nil ppm . The treated water shall be used for Horticulture, gardening & Airconditioning Cooling Tower makeup. The complete system is compatible for Building managment system inculding civil.electrical,mechanical ..etc.complete

Designing, providing, constructing and giving satisfactory trials of modernised Effluent Treatment Plant oF Biomedical waste Capacity 40 KLD consisting of receiving chamber, screen chamber, Oil and Grease trap, Equalization Tank in RCC construction and for primary treatement thru flocculation tank, Coagulation tank and settling tank constructed in MSEP and permate of ETP shall be feed to equalisation tank of STP thru gravity. The effluent from equalisation tank shall be feed to flocculation tank thru transfer pumps constructed in CI impellar and housing ( one working and and one standby), Dosing pumps for primary treatement in floculation and coagulations tanks with required capacity of chemicals and tanks in LDPE construction, Sluge feed pump constructed in CI impellar and housing ( one working and and one standby) from settling tank to sludge drying beds of STP. For the ETP Capacity of 40 M³/ day with design flow rate of 5.0 M³/hr with design parameters max values of inlet at ambient pH-3.0-9.0/ BOD- 200-300 ppm/ COD-1500-2050 ppm /TSS-500-800 ppm / Oil & Greese- 30-50 ppm & for outlet before feeding to equalistion tank of STP as ambient pH-7.0-8.0/ BOD- less than 30 ppm/ COD-less than 250 ppm /TSS-less than 100 ppm / Oil & Greese- less than 10 ppm .System should be complete with requsisite piping valves and its accessories in UPVC construction, associated instrumentation and control system, MCC Panel. The complete system shall be compatible for building management system having RS-232 port for all input and output data. ( All civil work is included in the scope . All sizes and design to be approved from engineer in charge)inculding civil.electrical,mechanical ..etc.complete

Designing, providing, constructing and giving satisfactory trials of modernised Effluent Treatment Plant oF Laundry waste Capacity 45 KLD consisting of receiving chamber, screen chamber, Oil and Grease trap, Equalization Tank in RCC construction and for primary treatement thru flocculation tank, Coagulation tank and settling tank constructed in MSEP and permate of ETP shall be feed to equalisation tank of STP thru gravity. The effluent from equalisation tank shall be feed to flocculation tank thru transfer pumps constructed in CI impellar and housing ( one working and and one standby), Dosing pumps for primary treatement in floculation and coagulations tanks with required capacity of chemicals and tanks in LDPE construction, Sluge feed pump constructed in CI impellar and housing ( one working and and one standby) from settling tank to sludge drying beds of STP. For the ETP Capacity of 45 M³/ day with design flow rate of 7.0 M³/hr with design parameters max values of inlet at ambient pH-3.0-9.0/ BOD- 200-300 ppm/ COD-1500-2050 ppm /TSS-500-800 ppm / Oil & Greese- 30-50 ppm & for outlet before feeding to equalistion tank of STP as ambient pH-7.0-8.0/ BOD- less than 30 ppm/ COD-less than 250 ppm /TSS-less than 100 ppm / Oil & Greese- less than 10 ppm .System should be complete with requsisite piping valves and its accessories in UPVC construction, associated instrumentation and control system, MCC Panel. The complete system shall be compatible for building management system having RS-232 port for all input and output data. ( All civil work is included in the scope . All sizes and design to be approved from engineer in charge) inculding civil.electrical,mechanical ..etc.complete

Providing & Fixing in position, Acoustical Panelling made from Gypsum plain 12mm panels on, 50 x 50 mm Sal-wood frame of 600 x 600 c to c having wooden supports from wall of required length, in front of 1000 Gsm synthetic wool 50 mm thick with chicken mesh on wall side, including cost of required Cut-Outs, decorative mouldings / finishing- items / paint & Scaffolding, as per Architectural & Acoustical Design & Instructions & Complete in all aspects. including all materials labour,finishing etc complete Ground Floor

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