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| 1 | Construction of 4.50 MLD STP including Jungle Clearing, Site Levelling by Cutting and Filling Survey, Design, engineering, supply, construction, installation/ erection, hydraulic testing and commissioning of STP (including reuse pump station & Main Pump station MPS) The scope shall include all required detailed engineering design, drawing, supply, execution of civil works, installation/erection of machinery, equipment and instrumentation, lab equipment including flowmeters, testing, and process commissioning necessary to deliver a fully functional and complete STP system(as per proposed technology). This work encompasses all civil, structural, architectural, mechanical, electrical, instrumentation and infrastructure components as listed S.NO 1.01 to 1.05 below. below. (including safety gadgets such as rubber mating, fire estinguishers etc) |
| 2 | I. Civil and Structural Works for 4.50 MLD STP: Construction of all liquid-retaining Reinforced Cement Concrete (RCC) structures, including the Primary Treatment Unit (Receiving Screen Chamber, Screen Channel, Homogenization Tank), Equalization Tank, SBR Tank, Sludge Storage Tank, and Treated Water Tank. This is inclusive of all earthwork, formwork, reinforcement, hydrostatic testing, and protective internal linings etc complete item of work as per standard specification &tender. Special Condition of Contract (SCC) Design & Drawing Submitted by the Contractor& Approved by Competent Authority As directed by the Engineer in Charge. |
| 3 | II. Buildings and Support Facilities: Construction of the Admin Building (G+1, approx. 140 Sqm), incorporating the Electrical Panel Room, Generator Room, Blower Room, laboratory, and Office/Admi Room, complete with finishes and internal services. Provision and installation of a Porta Cabin for Security etc complete item of work as per standard specification &tender. Special condition of contract (SCC) Design & Drawing Submitted by the Contractor& Approved by Competent Authority As directed by the Engineer in Charge. |
| 4 | Ill. Electro-Mechanic al (E&M) and Process Systems for 4.50 MLD STP: Supply, installation, testing, and commissioning of all process equipment manually operated sluice gates, coarse and fine stainless-steel manual screens, motorised screw-type grit removal system, Belt conveyor, complete SBR system (in case of SBR technology adopted) with fine bubble diffuser grid, SS304 decanter assembly with actuator, gear motor, VFD, PLC–SCADA automation system, turbo/screw-type air blowers with air distribution valves, NRVs and expansion bellows; Return Activated Sludge (RAS) pumps, Surplus Activated Sludge (SAS) pumps, thickener feed, digester feed and sludge mixing pumps with associated valves, fittings and headers; Combi thickener–centrifuge mechanism, agitator mixers, poly-electrolyte dosing pumps and dosing tank mixers; supernatant and dewatering pumps; mechanical handling systems including chain pulley and EOT cranes; MS and SS fabrication, D.I. specials and fittings; complete LT/HT electrical and instrumentation system comprising transformer yard, panels, cabling, earthing, servo stabilizer, instrumentation and on-line Continuous Effluent monitoring system (OCEMS) and flow meter at inlet and outlet ; along with HDPE piping network, elevated transformer platform, and all ancillary mechanical, electrical and control works necessary for complete, safe and functional operation of the STP (as per CPHEO/JKPCC/CPCB guidelines) as per specifications, drawings and standards, all complete in all respects. Special Condition of Contract (SCC) Design & Drawing Submitted by the Contractor& Approved by Competent Authority As directed by the Engineer in Charge. |
| 5 | IV. Cotreatment unit: Construction of cotreatment unit including construction of receiving chamber, screen channel, Homogeneous tank, Pumps valves etc complete item of work as per standard specification &tender. Special condition of contract (SCC) Design & Drawing Submitted by the Contractor& Approved by Competent Authority As directed by the Engineer in Charge. |
| 6 | V. Infrastructure Facilities for 4.50 MLD STP: Complete site development, including onsite infrastructure facilities (within the premises) yard lighting , CC Road 3.5m wide, construction of the peripheral Compound Wall with Chain Link Fencing and MS Gate, and offsite (linking) infrastructure facilities external electrification, necessary power connections, transformer, and metering Providing external water supply connection at STP, along with Rising Main for peak flow rate as per CPHEEO specifications/ Guidelines, with screen channel, including effluent disposal arrangement/clear water pump station & electrical substation incl transformer. The selection of sewage treatment plant criterion will be guided by the least life cycle cost and latest effluent discharge standard. The plant shall include the complete civil, mechanical, electrical and instrumentation components including on-line Continuous Effluent monitoring system (OCEMS) for Treated effluent at the site and shall ensure that the discharge standards as per design parameters are met as per proposed technology (all Civil, E&M Components) including DG Set, electromagnetic flow meters (at Inlet &outlet), Servo Voltage stabilizer (AVR) of required capacities and scope of work and design shall be based on sound engineering and prevalent norms. All necessary infrastructure connected with STP shall have to be got designed and vetted from reputed Government Institute viz IIT Jammu /NIT Srinagar/Govt Engg College Jammu. The scope shall also include all taxes, lift and leads complete. STP will have SCADA system so that whole plant can be operated from control room & linked to all IPS at one point and all relevant information is available in control room at any given point. etc complete item of work as per standard specification &tender. Special Condition of Contract (SCC) Design & Drawing Submitted by the Contractor& Approved by Competent Authority As directed by the Engineer in Charge. |
| 7 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. For Construction of Retaining Wall ,Wet well at STP ,Construction of RCC Manholes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3, Electrical Panel and Generator Room |
| 8 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : for Wet well at STP ,Construction of RCC Manholes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 9 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:-for Construction of Gabion Wall |
| 10 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil for Pumping main of DIK9 at STP,Conveying main of DI K7 and Pumping main for IPS |
| 11 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. for Construction of I&D, Gensets at IPS-1&2,Electrical Panel and Generator Room |
| 12 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andmramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil for Construction of I&D, Gensets at IPS-1&2,Electrical Panel and Generator Room |
| 13 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:Ordinary Rock for Pumping main of DIK9 at STP,Conveying main of DI K7 and Pumping main |
| 14 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.for Wet well at STP ,Construction of RCC Manholes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3,Electrical Panel and Generator Room |
| 15 | Earth work in bulk excavation by manual means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.c) Ordinary Rock for Construction of I&D, Gensets at IPS-1&2 |
| 16 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.b) Hard Rock (Blasting Prohibited) for Electrical Panel and Generator Room |
| 17 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. for Construction of I&D |
| 18 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete For Construction of Retaining Wall ,Gabion Wall,Wet well at STP ,Construction of RCC Manholes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3, Electrical Panel and Generator Room |
| 19 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:a) In cement mortar for Construction of I&D |
| 20 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. for Construction of I&D |
| 21 | Dismantling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge for Conveying main of DIK7 ,Pumping main of DI K9 IPS main |
| 22 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 300 mm girth upto and including 600 mm girth. for Construction of I&D |
| 23 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 600 mm girth upto and including 1200 mm girth. for Construction of I&D |
| 24 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 1200 mm girth upto and including 2400 mm girth. for Construction of I&D |
| 25 | Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in (1:4:8 (1 Cement:4 Coarse sand: 8 graded stone Aggregate 40mm nominal size) for Construction of Retaining wall,Construction of I&D, Gensets at IPS-1&2,Electrical Panel and Generator Room,Conveying main of DIK7 ,Pumping main of DI K9 IPS main |
| 26 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:b) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)-Gensets at IPS-1&2 |
| 27 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. for Construction of Gabion wall |
| 28 | Supplying, stacking and filling of stone boulders (nallah) nominal size 225mm (stack measurements reduced by 15%) and filling the voids by moorum (15% voids) all complete as per directions of Engineer-in-Charge.for Construction of Gabion wall |
| 29 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the lace area timbered): for Construction of Retaining wall, |
| 30 | Coursed Rubble Masonry with hard stone in foundation and plinth andcuring complete with:a) Cement mortar 1:6 (1 Cement : 6 coarse Sand) (1st Sort) for Electrical Panel and Generator Room at IPS |
| 31 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).for Conveying main of DIK7 ,Pumping main of DI K9 IPS main |
| 32 | Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. for IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3,Wet well at STP |
| 33 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately.Note: Cement content considered in this item is 303 kg cumExcess/less cement used as per design mix is payable/recoverable for IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3,Wet well at STP |
| 34 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) for Construction of I&D, Electrical Panel and Generator Room |
| 35 | Providing and laying in position machine batched and machine mixed design mix grade M25 cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.for Construction of Retaining wall |
| 36 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). for Construction of I&D, Electrical Panel and Generator Room |
| 37 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). for Electrical Panel and Generator Room |
| 38 | Providing precast cement concrete jali M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire including,roughening, cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand) etc complete upto floor two level excluding plastering of the jams, sills and soffits.a) 50 mm thick for Electrical Panel and Generator Room |
| 39 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plaincement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge-for construction of wet well at STP,Man holes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 40 | Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete- for Construction of Retaining wall,construction of wet well at STP,Manholes,Construction of I&D, ,Electrical Panel and Generator Room, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 ,Pumping main of DI K9 IPS main |
| 41 | Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc. for Electrical Panel and Generator Room |
| 42 | Centring and shuttering including strutting, propping etc and removal of form work for b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. for Construction of Retaining wall,construction of wet well at STP,Manholes,Construction of I&D,, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 43 | Centring and shuttering including strutting, propping etc and removal of form work forc) Suspended floors, roofs, landings, balconies and access platforms. for construction of wet well at STP,Manholes,, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 ,Electrical Panel and Generator Room at IPS |
| 44 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.for Electrical Panel and Generator Room at IPS |
| 45 | Extra for shuttering in circular work (20% of respective centering and Shuttering items)-for construction of wet well at STP,Man holes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 46 | Extra for shuttering in circular work. Add 20% of the rate of respective item of centring and shuttering.for construction of wet well at STP,Man holes, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 47 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelc)Thermo-Mechanically Treated bars of grade Fe-500D or more Construction of Retaining wall,construction of wet well at STP,Manholes,Construction of I&D ,Electrical Panel and Generator Room, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 48 | Supply and Fixing in position of MS heavy structural steel including cost and conveyance of all material , labour charges for fabrication and fixing in postion etc,. Complete. For construction of wet well at STP, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 49 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.Construction of Retaining wall |
| 50 | 25 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).for Construction of I&D |
| 51 | Half brick masonry with common burnt clay (non-modular) bricks of class designation7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) Electrical Panel and Generator Room |
| 52 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) Electrical Panel and Generator Room |
| 53 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). Electrical Panel and Generator Room |
| 54 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. Electrical Panel and Generator Room |
| 55 | 15mm cement plaster 1:3 (1cement:3 fine sand) finished with a floating coat of neat cement.Construction of Retaining wall |
| 56 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). Electrical Panel and Generator Room |
| 57 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.c) 50 mm thick with 20mm nominal size stone aggregate. Electrical Panel and Generator Room |
| 58 | Colour washing such as green, blue or buff on new work (two or more coats) including abase coat of white washing with lime to give an even shade. Electrical Panel and Generator Room |
| 59 | Colour washing such as green, blue or buff on new work (two or more coats) including abase coat or white washing with whiting to give an even shade. Electrical Panel and Generator Room |
| 60 | Carriage of materials by mechanical means transport including loading, unloading and stacking as directed upto a lead of 5km for disposal.By Mechanical Transport including loading, unloading and stacking- Construction of RCC Manhole |
| 61 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25 mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing. including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.Construction of RCC Manhole |
| 62 | Circular shape 560mm internal diameter - HD - 20 for Construction of RCC Manhole |
| 63 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Electrical Panel and Generator Room |
| 64 | Providing and fixing factory made uPVC white colour sliding glazed windowabove 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.149E.1 a) Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.) for Electrical Panel and Generator Room |
| 65 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade Construction of Retaining wall |
| 66 | Providing and laying 75mm thick compacted bed of dry brick aggregate 40mm thick nominal size including spreading, well rammed, consolidated and grouted with fine sand including finishing smooth etc. complete as per direction of Engineer-in-charge for Conveying main of DIK7 ,Pumping main of DI K9 IPS main |
| 67 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipesconforming to IS : 8329-200 mm dia K7 pipe for Conveying main of DIK7 |
| 68 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipesconforming to IS : 8329-250 mm dia K7 pipe for Conveying main of DIK7 |
| 69 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipesconforming to IS : 8329-300 mm dia K7 pipe for Conveying main of DIK7 |
| 70 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipesconforming to IS : 8329-200 mm dia DI K9 pipe for Pumping main of DI K9 IPS main |
| 71 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipesconforming to IS : 8329-300 mm dia DI K9 pipe for Pumping main of DI K9 IPS main |
| 72 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipesconforming to IS : 8329-350 mm dia DI K9 pipe for Pumping main of DI K9 STP |
| 73 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523: for Pumping main of DI K9 STP & IPS |
| 74 | Providing Chain Pulley 1T x 3m lift, Block (ES Model). For construction of wet well at STP, IPS Collection well-1 at Outfall-2,IPS Collection well-2 at Outfall-3 |
| 75 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.200 mm dia K7 &K9 pipe for Conveying main of DIK7 ,Pumping main of DI K9 IPS main |
| 76 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.250 mm dia K7 pipe for Conveying main of DIK7 |
| 77 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.300 mm dia K7 pipe for Conveying main of DIK7 |
| 78 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.300 mm dia DI K9 pipe for Pumping main of DI K9 IPS main |
| 79 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.350 mm dia DI K9 pipe for Pumping main of DI K9 STP main |
| 80 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside lockingwith push and pull operation complete, including the cost of providing andfixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. topcover of required thickness for rolling shutters.a) 80x1.25 mm M.S. laths with 1.25 mm thick top cover for Electrical Panel and Generator Room |
| 81 | SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMPSupply, delivery, installation, testing and commissioning of Submersible sewage, Non clog vertical type pump suitable for working on Air filled Dry type motor, three phase, 50 Hz +/-3%, 415V +/- 10%, AC supply, 1500 RPM synchronous speed with 3 core flat copper cable from pump to starter panel with cable end terminations (4) all supports, clamps, pipe fittings along with mechanical seal, bearing bush, strainer, arrangements for lifting for maintenance, guide pipes etc. complete set & following M.O.C: Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve, SS strainer & MS motor body, including compatible panel board consisting of Auto Transformer Starter suitable for local & remote pump control application consisting of Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II coordination including servo stabilizer,Control Pannel,PLC Automation, SCADA system, digital MFM with RS 485 communication port, analogue type ammeter with selector switch, run hour meter, required protective relays & control accessories. (including safety gadgets such as rubber mating, fire estinguishers etc)STANDARD ACCESSORIESSupply, Delivery and Installation of Standard accessories including Power cable of PVC+Cu length 5mtrs, Pedestal auto rail coupling of Cast Iron(CI),Single Rail GR pipe of SS304 length 10Mtr and along with GRP coupler, Lifting chain with bow shackles and control panel including auto transformer starter Including Suction pipe dilavery pipe up to manifold sutuable Valves ,NRV,Pressure Gauge,Manifold, flowmeter etc. -at Wet Well near STP 34KW-3 Nos (2 Working + 1 Standby) -Discharge-199.2LPS, Head-22.0m |
| 82 | SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMPSupply, delivery, installation, testing and commissioning of Submersible sewage, Non clog vertical type pump suitable for working on Air filled Dry type motor, three phase, 50 Hz +/-3%, 415V +/- 10%, AC supply, 1500 RPM synchronous speed with 3 core flat copper cable from pump to starter panel with cable end terminations (4) all supports, clamps, pipe fittings along with mechanical seal, bearing bush, strainer, arrangements for lifting for maintenance, guide pipes etc. complete set & following M.O.C: Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve, SS strainer & MS motor body, including compatible panel board consisting of Auto Transformer Starter suitable for local & remote pump control application consisting of Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II coordination including servo stabilizer,Control Pannel,PLC Automation, SCADA system, digital MFM with RS 485 communication port, analogue type ammeter with selector switch, run hour meter, required protective relays & control accessories. (including safety gadgets such as rubber mating, fire estinguishers etc)STANDARD ACCESSORIESSupply, Delivery and Installation of Standard accessories including Power cable of PVC+Cu length 5mtrs, Pedestal auto rail coupling of Cast Iron(CI),Single Rail GR pipe of SS304 length 10Mtr and along with GRP coupler, Lifting chain with bow shackles and control panel including auto transformer starter Including Suction pipe dilavery pipe up to manifold sutuable Valves ,NRV,Pressure Gauge,Manifold, flowmeter etc. -for IPS-1 Outfall-2 - 7KW - 3 no's (2 Working + 1 Standby) -Discharge-58.30LPS,Head-15.0m |
| 83 | SUBMERSIBLE SEWAGE NON-CLOG VERTICAL PUMPSupply, delivery, installation, testing and commissioning of Submersible sewage, Non clog vertical type pump suitable for working on Air filled Dry type motor, three phase, 50 Hz +/-3%, 415V +/- 10%, AC supply, 1500 RPM synchronous speed with 3 core flat copper cable from pump to starter panel with cable end terminations (4) all supports, clamps, pipe fittings along with mechanical seal, bearing bush, strainer, arrangements for lifting for maintenance, guide pipes etc. complete set & following M.O.C: Casing CI, SS CF8M impeller, Bronze: wearing ring & Bearing bush, TC mechanical seal, CS/S.S. bearing, S.S shaft with sleeve, SS strainer & MS motor body, including compatible panel board consisting of Auto Transformer Starter suitable for local & remote pump control application consisting of Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%, 65% and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II coordination including servo stabilizer,Control Pannel,PLC Automation, SCADA system digital MFM with RS 485 communication port, analogue type ammeter with selector switch, run hour meter, required protective relays & control accessories. (including safety gadgets such as rubber mating, fire estinguishers etc)STANDARD ACCESSORIESSupply, Delivery and Installation of Standard accessories including Power cable of PVC+Cu length 5mtrs, Pedestal auto rail coupling of Cast Iron(CI),Single Rail GR pipe of SS304 length 10Mtr and along with GRP coupler, Lifting chain with bow shackles and control panel including auto transformer starter Including Suction pipe dilavery pipe up to manifold sutuable Valves ,NRV,Pressure Gauge,Manifold, flowmeter etc. for IPS-2 Outfall-3 - 25KW - 3 no's (2 Working + 1 Standby) -Discharge-141.70LPS,Head-19.0m |
| 84 | Supply of 185 Sqmm of 3.5core XLPE insulated, 1100V grade armoured alluminium cable with ISI mark as per specification confirming to IS:7098 (Part - I) Makes : Torrent / Unicab / Universal / Polycab / Havells / Gloster / KEI /Finolex / Payal / RR kable / Beljin /Ollvin / Finecab / RPG / V - Guard / Orbit/ Fortune Arrt / Gemscab / Bonton / SPM/ Unistar / Windsor/Avocab / Pawancab/ Nakoda / Suncab for Gensets at IPS-1&2 |
| 85 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate havinglocking arrangement and watering pipe etc. with charcoal/ coke and salt as required. for Gensets at IPS-1&2 |
| 86 | Supply, Transportation, erection and commissioning (Excluding Foundation) of 3 Phase, 415, 50Hz, water cooled multi cylinder diesel generator set with alternator of 10 KVA out put contineous rating directly coupled Engine and Alternator with guard and mounted on a common base plate of Robust construction and complete without control panel having IP-52 protection, Acoustic Enclosure as per CPCB norms , sound absorbing material, t to restrict sound level up to 75 dB up to 1 mtr distance and as per CPCB norms etc as per following specifications mentioned below. A. Alternator : Kirloskar / Stamford / Crompton Greaves / Leroy Somer make. The alternator of the output rating shall be 3 Phase, 415V, 50Hz, Ac , 0.8 P.F. lagging at 1500 RPM. The alternator is self excited, self regulated, and shall confirm to IS: 13364 of 1992 with regulation of +5% from no load to full load. degree of protections shall be IP21. |
| 87 | B.Diesel Engine : Kirloskar / Cummins / Mahindra & Mahindra Diesel Engine start, developing suitable 12.5 BHP output at 1500 RPM with mechanical / electronic governing so as to enable the alternator to give 10KVA continuous output at 0.8 P.F. lagging at NTP conditions. The diesel engine shall be capable of providing 10% O/L for 1 Hr for every 11 Hrs of continuous running at full load. The engine with 1st filling of oil and Diesel etc. 01. Exhaust pipe of required size and length with insulation or clading. 02. Diesel tank suitable for 8 to 12 Hours running capacity.03. Residential Silencer.04. SMF Batteries with leads as per the Manufacturer standards |
| 88 | C. AMF Control Panel:- AMF control panel shall be fabricated with 16SWG CRCA sheet shall be totally enclosed with dust and Vermin proof, floor mounted / wall mounted type and shall be comprising the following.01. Voltmeter with selector switch.02. 4 Pole MCCB incomer of Suitable rating of Schenieder / L&T make for EB and DG.03. Ammeter with selector switch with CTs.04. PF Meter and frequency Meter.05. Indicator lamps (set Run, Load ON) with fuses.06. KWH Meter of required rating.07. Set of control fuses and current transformer.08. Input Terminal board and output Terminal Board.09. Battery charger with transformer rectifier unit.10. Alternator supply air break contactor of L&T make.11. Main supply air break contactor of L&T make.12. Audio Visual announciation.13. Main supply voltage set of control relays and timers with one mode selector switch, set of push buttons.14.Control cable up to 15 Mtrs 2.5Sqmm 6 CoreFor IPS-1- 25KVA Capacity Generator |
| 89 | Supply, Transportation, erection and commissioning (Excluding Foundation) of 3 Phase, 415, 50Hz, water cooled multi cylinder diesel generator set with alternator of 10 KVA out put contineous rating directly coupled Engine and Alternator with guard and mounted on a common base plate of Robust construction and complete without control panel having IP-52 protection, Acoustic Enclosure as per CPCB norms , sound absorbing material, t to restrict sound level up to 75 dB up to 1 mtr distance and as per CPCB norms etc as per following specifications mentioned below. A. Alternator : Kirloskar / Stamford / Crompton Greaves / Leroy Somer make. The alternator of the output rating shall be 3 Phase, 415V, 50Hz, Ac , 0.8 P.F. lagging at 1500 RPM. The alternator is self excited, self regulated, and shall confirm to IS: 13364 of 1992 with regulation of +5% from no load to full load. degree of protections shall be IP21. |
| 90 | B.Diesel Engine : Kirloskar / Cummins / Mahindra & Mahindra Diesel Engine start, developing suitable 12.5 BHP output at 1500 RPM with mechanical / electronic governing so as to enable the alternator to give 10KVA continuous output at 0.8 P.F. lagging at NTP conditions. The diesel engine shall be capable of providing 10% O/L for 1 Hr for every 11 Hrs of continuous running at full load. The engine with 1st filling of oil and Diesel etc. 01. Exhaust pipe of required size and length with insulation or clading. 02. Diesel tank suitable for 8 to 12 Hours running capacity.03. Residential Silencer.04. SMF Batteries with leads as per the Manufacturer standards |
| 91 | C. AMF Control Panel:- AMF control panel shall be fabricated with 16SWG CRCA sheet shall be totally enclosed with dust and Vermin proof, floor mounted / wall mounted type and shall be comprising the following.01. Voltmeter with selector switch.02. 4 Pole MCCB incomer of Suitable rating of Schenieder / L&T make for EB and DG.03. Ammeter with selector switch with CTs.04. PF Meter and frequency Meter.05. Indicator lamps (set Run, Load ON) with fuses.06. KWH Meter of required rating.07. Set of control fuses and current transformer.08. Input Terminal board and output Terminal Board.09. Battery charger with transformer rectifier unit.10. Alternator supply air break contactor of L&T make.11. Main supply air break contactor of L&T make.12. Audio Visual announciation.13. Main supply voltage set of control relays and timers with one mode selector switch, set of push buttons.14.Control cable up to 15 Mtrs 2.5Sqmm 6 CoreFor IPS-2 -90KVA Capacity Generator |
| 92 | Providing and instalation of internal electrification for Electrical Panel and Generator Room Please Enable Macros to View BoQ information |
| 93 | Providing and instalation of internal electrification for Electrical Panel and Generator Room Please Enable Macros to View BoQ information |
