Used Water Management Project in Municipal Council Shopian under UWM-SBM 2.0 by way of Design and Construction of 15 KLD Fecal Sludge Treatment Plant incl. Operation and maintenance for 5 years after successful completion of free trial run of 6 month

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Ordinary Rock

Earth work in excavation by manual means in trenches for foundation, 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, depth upto upto 1.5 m, including disposal of excavated earth up to 1.0 m from cuttind edge, dispoed earth is to be levelled and neatly dressed in . All kinds of soil

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) All Kind of Soils

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. Ordinary or hard rock

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.. All works up to plinth level Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.. All works up to plinth level Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg /cum

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.. All works above plinth level upto floor V level Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg /cum

Providing and laying in-situ concrete lining using M-20 nominal mix concrete (max. size of aggregates: 20mm nominal). In beds

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Stairs, (excluding landings) except spiral-staircases

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

12 mm cement plaster in Single coatsFinished with 12 mm thick cement plaster 1:4 (1 cement : 4 coarse sand)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Supplying stacking and laying of stone soling including packing with smaller stones and consolidating with steel rammer including spreading and consolidating of blinding material moorum or earth etc. complete (payment to be made for quantity of only stone soling used after deducting voids excluding blinding material).

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level :(including carriage of cement.)1:4:8(1 cement: 4 coarses and: 8 graded stone aggregate 40 mm nominal size).

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes

Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Light shade pigment using white cement

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

24 mm thick factory made PVC door shutters made of styles and rails of a Upvc hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with inbuilt 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 and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 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. Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 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 1.75 sqm).

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) :

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

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.

Carriage of material by mechanical transport including loading, unloading and stacking at site for 5.0 km lead.

Carriage of material by mechanical transport including loading, unloading and stacking at site for 10.0 km lead 250.92(19.58*5)=348.82 (Earth).

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 ,including fixing the railing with necessary accessories and 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).

Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P.brass pillar tap

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and confoRMing to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ Sq.m. including grouting the joints with white cement and matching pigments etc., complete. Size of tile 600x600 mm

Providing and fixing white vitreous china flat back half stall urinal of size580x380x350mm with White P.V.C automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS:2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Circular shape 450 mm dia

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type With Sewer bricks conforming to IS : 4885

Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete .Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble. 8mm thick.

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonnecapacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Providing, laying, rolling and compacting granular sub-base (GSB) in layers Incl. consolidation with power road roller 8-10 tonne capacity, watering & compacting to the required density Incl. all carriages, loading, unloading complete job. (As per the Site Engineer) (0.150 m Thickness)

Supply, stacking, laying, spreading, and compacting of graded crushed stone aggregate. The work involves specific aggregate sizes (63mm to 45mm) to WBM specifications in uniform thickness,hand picking , rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to prpoergrade and camber , applying and brooming requisite type of screening/binding material to fill up intersites of coarse aggregate watering and compacting to the required density as per site engineer including all carriage loading, unloading complete job and applying screening material.

Supply, stacking, laying, spreading, and compacting of graded crushed stone aggregate. The work involves specific aggregate sizes (53mm to 22.4mm) to WBM specifications in uniform thickness,hand picking , rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to prpoergrade and camber , applying and brooming requisite type of screening/binding material to fill up intersites of coarse aggregate watering and compacting to the required density as per site engineer including all carriage loading, unloading complete job and applying screening material.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and applying Prime coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With medium setting bitumen emulsion On bituminous surface @ 0.25kg/sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). (With paving Asphalt grade VG-30 with no solvent).

Providing and applying Seal coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. Depth exceeding 1.5 m but not exceeding 3 m

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

(a) 100 mm dia Ductile Iron Class K-9 pipes

(b) 150 mm dia Ductile Iron Class K-9 pipes

P & L SS pipes (c) 100 mm dia.

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523

(a) For 80-300 mm dia. (20009.7/100)

b) 100 mm dia R.C.C. Pipes NP 2 Class

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. b) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

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.

Supply, installation, testing and commissioning of manual Coarse Bar Screen Channel Width : 1000 mm Channel Depth : 1000 mm LD : 1 m

Supply, installation, testing and commissioning of MBBR System with Following Accessoried 1. Diffuser + Diffuser Grid. 2. MBBR Media

Supply, installation, testing and commissioning of Twin Lobe Type Air Blower. Flow Rate : 600 Nm³/hr Pressure : 0.6 kg/cm² Power Rating : 15 kW

Supply, installation, testing and commissioning of Return Activated Sludge (RAS) Pump all necessary required valves & accessories. Capacity : 1 m³/hr. Head : 5 m Motor Rating : 0.55 kW Type : Non Clog Sewage Submersible

Supply, installation, testing and commissioning of Excess Sludge (SAS) Pump with all necessary required valves & accessories. Capacity : 0.5 m³/hr. Head : 5 m Motor Rating : 0.55 kW Type : Non Clog Sewage Submersible

Supply, installation, testing and commissioning of MLR Pump all necessary required valves & accessories. Capacity : 2 m³/hr. Head : 5 m Motor Rating : 0.75 kW Type : Non Clog Sewage Submersible

Supply, installation, testing & commissioning of Volute Press Feed Pump Pump sets, Flow : 1 m3/hr. Head : 5 Mtr

Supply, installation, testing and commissioning of Volute Press Feed Mechanism Capacity : 1 m³/hr

Supply, installation, testing and commissioning of Sludge Mixer with 03 Nos. of coarse bubble diffuser of capacity 20 m3/hr Motor Rating : 0.5 KW

Supply, installation, testing and commissioning of Poly Dosing Pump Capacity : 20 LPH

Supply, installation, testing and commissioning of Dosing Tank Mixer Dosing: 12 hrs

Supply, installation, testing and commissioning of Supernatant Pump with relevent valve accessiories. Capacity : 1 m³/hr. Head : 5 m Motor Rating : 0.55 kW Type : Non Clog Sewage Submersible

MS Fabrication Work in Entire Plant

Chlorination System Capacity: 0.01 Kg

CHAIN PULLEY BLOCK Supply, Installation, Tesitng and Commisioning of 2.0 Ton Chain Pulley Block with Triple gear arrangement, lifting hook, load chain & locking device for Lifting of Manually Operated Screen and Dewatring Pump. Lift (6m + 1m), Capacity : 2 Ton

D.I. Specials & Fittings

S.S Fabrication and fitting

Supply, installation, testing & commissioning of Filter Feed Pump Pump sets, Flow: 1 m3/hr. Head: 5 Mtr

Supply, installation, testing & commissioning of Pressure Sand Filter (PSF) with required valves and accessories.

Supply, installation, testing & commissioning of Activated Carbon Filter (ACF) with required valves and accessories.

Supply, installation, testing and commissioning of Backwash Pump. Capacity: 2 m³/hr. Head : 5 m Motor Rating : 0.75 KW

Supply, installation, testing and commissioning of Twin Lobe Type Air Blower. Flow Rate : 10 m³/hr Pressure : 0.7 kg/cm² Power Rating : 1.1 kW

415 V LV MAIN PCC PANEL S.I.T.C. of PCC Panel (Indoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50 Hz, Neutral effectively grounded, IP-52, with instrumentation compartments accomodating LED type indicating lamps, power & control contactors as per IS: 13947 with APFC

1100V Grade LV Cables: Supply, Installation, testing & commissioning of XLPE insulated, 1100V grade, Galvanised steel wire / strip armoured, stranded Aluminum/Copper conductor, PVC tape inner sheathed, cores laid up, Extruded PVC type ST2 sheathed cables as per IS 7098 (Part-I) 1985 of following core & size to be laid on wall with necessary clamps / in cable trench / on cable trays / conduit pipe as per site requirement.

3.5C X 50 Sq. mm Al 1.1 KV XLPE Armoured Cable

3C X 16 Sq. mm Al 1.1kV XLPE Armoured Cable

3C X 6 Sq mm Al 1.1 Kv XLPE Armoured Cable

4C X 10 Sq. mm Al 1.1 Kv XLPE Armoured Cable

Cable Glands/Terminations: suppllying and making end termination with brass compression gland and aluminium lugs for following size of PVC sheathed /XLPPE aluminium consuctor cable of 1.1 KV grade as required.

3.5C X 50 Sq. mm Al 1.1 KV XLPE Armoured Cable

3C X 16 Sq. mm Al 1.1kV XLPE Armoured Cable

3C X 6 Sq mm Al 1.1 Kv XLPE Armoured Cable

4C X 10 Sq. mm Al 1.1 Kv XLPE Armoured Cable

Cable Trays & Accessories: Supply, Installation, fabrication, testing & comissioning of G.I perforated type cable (Galvanisation thickness not less than 50 micron) tray with G.I coupler plate & nut bolt, tray cover etc. 150 mm Wide x 50 mm depth X 2 mm perforated type for Instrument, Light Cables etc.

Variable Frequency Drive - Individual Drive for each motor Air Blower - 15 KW

Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter comprising of IP-68 Sensor, IP-65/66 remote transmitter with 10m cable between sensor and transmitter along with all mounting accessories, hardware, etc. Size: 200 mm

Supply, installation, testing and commissioning of Pressure Gauge.

PLC / SCADA System for Supply, Installation, Testing & Commissioning of Programmable Logic Controllers along with SCADA, 2 nos. 21 " PC one foe EWS and other for OWS, A4 Size Printer, SCADA software licensen (Runtime + Development), 4G or Latest GPRS Modem with SIM Card for remote data transmission to Central SCADA of Client, VPN Router, Lease line with static IP, Modbus Connectivity, Reporting software, fiber optic cable connectivity for RIO Panel, Instrument Control Panel '(PLC Enclosure / Panel ) with necessary PLC based logic and wiring , Min. 6 kVA UPS (with minimum 30 min backup alongwith filter for harmonic, suitable rating SMF batteries alongwith battery charger, cabling between UPS and battery and having minimum IO' are 110DI / 40DO / 36AI / 0 AO .

INSTRUMENT CABLE Supply, Laying, Installation, Connection, Termination, Testing & Commissioning of Instrument Power, signal, Control , FO Cable Cables, etc.

DG SET (50 KVA) Supply, Transportation, erection and commissioning of 3 Phase, 415, 50Hz, water cooled multi cylinder diesel generator set with alternator of - - - KVA/ - - - - - KW out put contineous rating directly coupled Engine and Alternator & AMF COntrol Panel 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.

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