Tender For Stp Unit For Male And Female Toilet Complex At Gat No. 4, Paschim Maharashtra Devsthan Samiti,Wadiratanagiri, Tal Panhala. Dist - Kolhapur.- 1 A) MECHANICAL WORKPrimary TreatmentBar Screen of 12.5 mm Opening and SS 304 Screen with necessary cleaning arrangement to be installed in a 0.75m W x 1.25m L x 1.2m H (FB Extra) Chamber 2 Oil and Grease Trap Its Material Of Construction is Stainless Steel of 304 Grade of Size 0.75m W x 1m L x 0.6m H ( Free Board Extra) Chamber 3 Lifting Pump of Non clog Self Priming pumps type whether it is Green pumps/ kirloskar pumps of Capacity 0.55LPS @ 15m H. and Its Material Of Construction Is CI. 4 Electromagnetic Flowmeter 5 Secondary TreatmentAnaerobic Media which is Suitable for achieving Design Results and 4 diameter floral media required. Material of Construction PP and Surface Area is 95 Sq.m./Cu.m. (calculations for Media Quantity Justification Should be submitted). 6 MBBR Media Which suitable for achieving design results Its MOC: PP and Surface Area is 350 Sq.m/Cu.m (calculations for Media Quantity Justification Should be submitted). It should be of 16 X 22 MBBR Media. 7 Blower for aeration which suitable to simultaneously achieve fluidization of MBBR and nitrification- denitrification cycle completion. Type: Twin- Lobe Blower of any make its pressure should 0.4 kg/Sq.cm 8 Diffuser of capacity 3m/hr (Disc Diffuser) and 6 cu.m/hr (Pipe Diffuser) Membrane: EPDM of SSI/Rehau/Sulzer any fo make. 9 Diffuser Grid Material of Construction: MS/GI upto water level, UPVC for under water Arrangement 10 Tube Settler Media of square tube type made up of PVC material 11 Sludge Recycle Pump of capacity 0.27LPS@ 10 m H of Non-clog self priming pumps type of green/ Kirloskar pumps any MOC: CI 12 Tertiary TreatmentOzonation System which suits to achieve disinfection of the treated water/ 30 gms of Corona Type Discharge 13 Oxygen Concentrator of 5 LPM capacity 14 Filter Feed Pumps of capacity 0.55 LPS @ 30 m H and of monoblock Pumps type its Material Of construction Sshould be CI 15 Pressure Sand Filter Vessel of size 20 x 72 and multiport valve of 1.5, MOC: FRP. Filter should be multigrade quartz sand of minimum 4 grades and ZeroSorb Ultrafine Media. And media filling: 70% 16 Activated Carbon Filter Vessel of size 20 x 72 and multiport valve of 1.5, 900 IV Activated Carbon and Quartz sand Base Media with Activated Carbon Media. media filling: 70% 17 Other PlanControl Panel with PLC HM1PLC Panel ( MS powder coated) Rodent Proof, with all necessary MCB, Relays Starters, PLCand ancillary structuresfor semi automatic operationof the plant of any selec/mitsubishiu, Siemens/ Schneider or any top available brands 18 Instrumentation i.e. Electromagnetic Flowmeter and Totalizer, level sensors, Timer Mechanism for Semi-automic operations, Pressure gauges, etc. complete. 19 Plumbing of its Material of construction UPVC and of Supreme or Astral any 20 Electrical Cabling with2 core and 3 core Standard copper cables, with necessary cablle protection ducting and cable trays 21 Cable Tray 22 Installation & Commissioning 23 Aquacult (Bio-Culture) 24 Required Design For Civil Work and Mechanical work, Installation, Electical Work, plumbing etc. for 30 KLD STP plant based on MBBR technology and Supervision charges for Execution at work and obtaining N.O.Cfrom Pollution Control Board. 25 Training for Unskilled Labour 2 Training Visits, Supervision (10days) 26 B] CIVIL WORKExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 27 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation. 28 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundationand excluding backfilling, etc. complete. 29 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means a) Lift 0 to 1.5 M 30 b) Lift 1.5 to 3.0 M 31 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. 32 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc.complete. 33 Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)(Excluding M.S. or Tor reinforcement) 34 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M- 250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase 35 Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curingetc.complete 36 Providing external cement plaster in two coats to concrete, brick or stone masonary surfaces in all positions with base coat of 12 to 15 mm thick in C.M 1:4 and rough cast treatment 12mm thick in proportion 1:1 , 1/2:3 including scaffolding and fourteen days curing complete 37 Providing & laying cast in situ / Ready Mix cement conrete M-20 of trap metal for salb as per detailed designs & drawing or as directed, including centering, formwork, cover blocks, compaction, finishing formed surfaces with 150mm thickness to give smooth & even surface or roughening surface if special finish is to be provided & curing, etc. complete. (Excluding reinforcement). 38 Providing and ConstructingB.B masonary valve chamber with 15 cm thick 1:3:6 proportion P.C.C bedding excluding excavation, B.B masonary in CM 1:5 Proportion precast S.F.R.C. FRAME and cover etc. complete as directed by Engineer in charge. 39 Providing and laying damp proof course 50 mm thick in M20 cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork etc. complete 40 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). 41 Subwork No 14 :-RUNNING THE SCHEME (FOR SIX MONTH)Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.a) For single village ( One Month ).
