Jal Jeevan Mission (JJM)-WSS to Puthur ,Pananchery and Madakkathara panchayath (7th SWSM) ( Package 1 )-Renovation of 36 MLD Water Treatment Plant at Peechi- General Civil Work

Demolishing Old Filter house building -24MLD portion

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.5:Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge.

15.7.2:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks

15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar

15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below

15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres

100.98.1007:Engaging Beldar

15.6:Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.

15.17.1:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:R.S. Joists

15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats

15.53.2:Dismantling of C. I sluice valve including stacking of useful materials within a lead of 50 metres.Above 150 mm diameter

15.45.2:Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer - in- Charge:Above 150 mm dia upto 300 mm dia

15.45.3:Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer - in- Charge:Above 300 mm diameter

Construction of Filter House

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

100.98.1007:Engaging Beldar

2.8.1: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 up to 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

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness

9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc

10.6.2:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover

10.7:Providing and fixing ball bearing for rolling shutters.

10.3:Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer .

11.41.1: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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm.

11.46.1:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 500x500 mm

11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

17.71:Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms

17.73.2:Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

5.18.1:Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of the jambs, sills and soffits.50 mm thick

10.28: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.)

10.26.3: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 approves steel primer.G.I. pipes

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete.

13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster

13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .

Construction of Aerator

2.8.1: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 up to 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

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

OD97524/2023-2024:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) adding 2% water proofing compound

11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

100.98.125:Supply of DI K9 Pipe Conforming to IS 8329/2000, 700mm Dia.

100.14.11:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 700mm diameter Ductile Iron Class K-9 Pipes.

100.98.129:Supply of DI K9 Pipe Conforming to IS 8329/2000, 1000mm Dia.

100.14.15:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 1000mm diameter Ductile Iron Class K-9 Pipes.

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

Construction of Raw water channel to Filter bed

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

11.41.2: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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

13.46.1: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)

Construction of Filter Bed

100.55.5:Removing filter media from the filter beds without making any damages to the existing structures and back manifolds and stacking at a safe and convenient place for segregation process and as per the directions of the department officers etc. complete.

100.55.6:Cleaning, drying and seiving the removed filter media and stacking the dismantled pebbles for reuse and spreading in the filter box in layers as per specifications and as per directions of the department officers.

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

OD83331/2023-2024:Providing the underdrain system by replacing all damaged pipes with suitable arrangements and providing all additional mechanisms and fixtures required according to the design of dual-layer filtering system complete

OD83332/2023-2024:Providing new back washing system comprising of compressed air and clear water providing new air blower and clear water providing new air scouring system, using 32 mm or suitable size PVC (10Kg/cm2) pipes and specials, providing new pressure regulating valves or such other mechanisms and fixtures required according to the design of multi layer filter media pack back washing operations complete

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

100.55.1:Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc. complete as per CPHEEO specifications.

100.55.2:Supplying of 12 to 20mm size pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc complete and as per CPHEEO specification.

100.55.3:Supplying of 20 to 40 mm pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per directions of the department officers etc. complete and as per CPHEEO specification.

100.55.4:Supplying and stacking for measurement of filter sand having effective size 0.45 to 0.70 mm and uniformity coefficient 1.30 to 1.7, of specific gravity in the range of 2.55 - 2.65 and hard and clean, free from clay, dust and other impurities including cost of materials, labour charges and conveyance of materials up to 5 km and as per the directions of the department officers etc. complete and as per CPHEEO specification.

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

OD83333/2023-2024:Supply of Anthracite as per item 1 above in quantity required as per design, properly graded and tested by the supplier specifying the source of material and quality commensurate to the following specifications: , Hard grove : 44-55, Carbon content : > 90% above, Ash : 3% -4 %, Volatile : 5 % - 7%, Solubility : 1.5% in 10% HCl/10% NaOH for 24 Hrs, certification including all cost, taxes, conveyance to site, loading and unloading etc. complete for 24 Hrs, certification including all cost, taxes, conveyance to site, loading and unloading etc. complete

OD83334/2023-2024:Filling the filter bed using supplied filter sand and anthracite as per the design, separately and carefully spreading each grade of media manually on the supporting gravel / grit

OD83335/2023-2024:Filling the filter bed using Pebbles / Grit as per the design separately laying each grade of supporting gravel and/or sand manually so that each pebble is placed in close contact with each other leaving maximum void space between and the smaller gravels above.

OD83336/2023-2024:Supplying Grit of effective size varying 6.35 mm to 3.2 mm for supporting media of filter bed

11.41.2: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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

OD83337/2023-2024:Conducting trial run of all the filter beds for a period upto 30 days and providing required training to the operators of KWA for the trouble free functioning and maintaintenance of the filter beds

Construction of Alum and Lime Solution Tank

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.46.1: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)

Wash Water Tank and Wash water sump

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

OD100429/2023-2024:Supply and fixing stainless steel chamber cover 60x60cm ( 3mm thick)

10.28: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.)

Laying of Inlet & Outlet Pipe - Working charges

100.15.6:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 350mm diameter Ductile Iron Double Flanged pipes.

100.15.5:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 300mm diameter Ductile Iron Double Flanged pipes.

100.15.4:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 250mm diameter Ductile Iron Double Flanged pipes.

100.15.3:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 200mm diameter Ductile Iron Double Flanged pipes.

100.15.2:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 150mm diameter Ductile Iron Double Flanged Pipes.

100.15.1:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 100mm diameter Ductile Iron Double Flanged Pipes.

18.30.8:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipe

18.30.7:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe

18.30.6:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe

18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe

18.30.4:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe

18.30.2:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe

100.35.6:Testing 350mm DI/CI pipeline with potable water to the required test pressure. 350 mm dia Observed Data derived from item no.1024 of PHED DATA

100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA

100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA

100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA

100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure 150 mm dia Observed Data derived from item no.1018 of PHED DATA

100.35.1:Testing 100mm DI/CI pipeline with potable water to the required test pressure 100 mm dia

100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.

100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.

100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.

100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes.

100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.

100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.

100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II.

100.31.2.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class II.

100.31.2.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class II.

100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.

100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II.

100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II.

18.17.2:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore

18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

OD83375/2023-2024:Hire and running charges for lifting and placing 150 mm DI pipe for wash water tank

Supply of Inlet & Outlet Pipe - Cost of materials

OD83376/2023-2024:Supply of 350mm dia DI double flanged pipe

OD83377/2023-2024:Supply of 300mm dia DI double flanged pipe

OD83378/2023-2024:Supply of 250mm dia DI double flanged pipe

OD83379/2023-2024:Supply of 200mm dia DI double flanged pipe

OD83380/2023-2024:Supply of 150mm dia DI double flanged pipe

OD83381/2023-2024:Supply of 100mm dia DI double flanged pipe

100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.

100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.

100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.

100.98.233:Supply of PVC Pipe, 10kg/cm2, 50mm Dia.

OD83382/2023-2024:Add 3 % for pvc specials

OD225376/2023-2024:Supply of 150mm GI pipe

100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.

100.98.434:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 300mm.

100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.

100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.

100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.

100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.

100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.

18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

Supply and fixing of Gravity chlorinator with tonner

OD100496/2023-2024:Supply erection and commissioning of Vacuum operated brand new gas feed Chlorinator having a maximum feeding capacity up to 10 kg/hr with Auto Vacuum regulator, consist of vacuum and vent tube connectors flow control valve mounted with ‘O’ rings Chlorine inlet assembly with valve and stud, Hast-alloy C spring, Teflon seating etc. Mounted on brackets with screws, Rotametor tube assembly with Teflon float duly calibrated, injector assembly with water inlet valve, jet and throttle arrangements, gas mixing with water outlet arrangement solutions outlet system, vacuum pressure regulator / breaker fitted with neoprin ‘O’ ring, Hast alloy C spring loaded Teflon diaphragm assembly, Hast alloy C Hex nipple connection with nuts Teflon connecting tubes, glycerin filled diaphragm type chlorine pressure gauge, Vacuum pressure gauge, water pressure gauge, with necessary connection, brackets, blocks, Chlorine solution out let should be connected to the sump with pipes and fittings, Required length of best quality Teflon pipe assembly for gas flow from cylinders to the Chlorinator along with Hast alloy C connectors in both ends etc. complete.

OD100498/2023-2024:Supply & delivery of 930Kg capacity new empty chlorine gas tonner with valve and guard certified with CCOE (Chief Controller of Explosives Nagpur ) and LRA( Lloyd Registrar Asia) A Third party conducting all the test on behalf of CCOE for getting filling permission of Chlorine gas with all the test and explosive certificates to KWA for testing and registration and for filling chlorine gas at TCC , Cochin

OD100499/2023-2024:Testing and registration charges at TCC Cochin

OD100500/2023-2024:Chlorine filling charges at TCC

OD100501/2023-2024:Conveyance charges of filled Chlorine cylinder including transportation of filled Chlorine cylinder from TCC, Cochin to WTP at Peechi including all loading and unloading charges, transportation charges, etc. complete but excluding cost of Chlorine gas as per the direction of the department officers

Other components - Mechanical items - 25% and Electrical items - 8%

OD83383/2023-2024:Other Mechanical items

OD83384/2023-2024:Electrical Items

OD96593/2023-2024:O & M FOR Guarantee period

SCADA

OD83339/2023-2024:Supply and Installation of Automation equipments at Raw water Line Control - Pressure Transmitter for pumping line ( 4-20mA), 24VDC.

OD83340/2023-2024:Supply and Installation of Automation equipments at Raw water Line Control - 700MM Sluice Modulating valve Actuator for Raw water inlet

OD83341/2023-2024:Supply and Installation of Automation equipments at Raw water Line Control - Installation, Cabling, Termination and Commissioning Charges

OD83342/2023-2024:Supply and Installation of Automation equipments at Distribution Pump from Sump - Ultrasonic Level Transmitter ( Sump level) ( 4-20mA), 24VDC.

OD83343/2023-2024:Supply and Installation of Automation equipments at Distribution Pump from Sump - Pressure Transmitter for pumping line ( 4-20mA), 24VDC

OD83344/2023-2024:Supply and Installation of Variable frequency drive(VFD) of reputed make with Automation equipments at Distribution Pump from Sump for 150HP CF Pumpset with ON OFF Control and with transducers and RTUs

OD83345/2023-2024:Supply and Installation of Variable frequency drive(VFD) of reputed make with Automation equipments at Distribution Pump from Sump for 100HP CF Pumpset with ON OFF Control with transducers and RTUs

OD83346/2023-2024:Supply and Installation of Variable frequency drive(VFD) of reputed make with Automation equipments at Distribution Pump from Sump for 75HP CF Pumpset with ON OFF Control and with transducers and RTUs

OD83347/2023-2024:Supply and Installation of Automation equipments at Distribution Pump from Sump - Installation, Cabling, Termination and Commissioning Charges

OD83348/2023-2024:Supply of PLC SCADA PANELS at WTP - MCC-RTU Panel at Alum Lime Floculator Section

OD83349/2023-2024:Supply of PLC SCADA PANELS at WTP - MCC-RTU Panel - Blower, Backwash Pump Section

OD83350/2023-2024:Supply of PLC SCADA PANELS at WTP - Main PLC Panel with GSM or Industrial Router

OD83351/2023-2024:Supply of PLC SCADA PANELS at WTP - MCC for Valve Powering

OD83352/2023-2024:Supply of PLC SCADA PANELS at WTP - MCC-RTU Panel - Clarifie and Focculation

OD83353/2023-2024:Supply of PLC SCADA PANELS at WTP - SCADA Software

OD83354/2023-2024:Supply of PLC SCADA PANELS at WTP - SCADA Workstation with Table, Printer, PC with Windows 11 OS, LED monitor 22" .Keyboard mouse etc

OD83355/2023-2024:Supply of Items for Sensors at WTP - Ultrasonic Rate of Flow Meter with Display suitable for Notch (4-20mA), 24VDC for Raw water and Clear water sump.

OD83356/2023-2024:Supply of Items for Sensors at WTP - Differential Pressure Meter- Loss of Head-Bed ( 4-20mA), 24VDC

OD83357/2023-2024:Supply of Items for Sensors at WTP - Ultrasonic Bed Level Transmitter ( 4-20mA), 24VDC

OD83358/2023-2024:Supply of Items for Sensors at WTP - Float Switch ( ON/OFF Type Cable type 24VDC/230VAC

OD83359/2023-2024:Supply of Items for Sensors at WTP - Ultrasonic Level Transmitter ( Wash Water Tank/ Clear Water Sump/Over Head Tank) ( 4-20mA), 24VDC

OD83360/2023-2024:Supply of Items for Sensors at WTP - pH TRANSMITTER with Local Display ( 4-20mA), 24VDC

OD83361/2023-2024:Supply of Items for Sensors at WTP - Turbidity Transmitter with Local Display ( 4-20mA), 24VDC

OD83362/2023-2024:Supply of Items for Sensors at WTP - Chlorine Sensor/Transmitter with Display ( 4-20mA), 24VDC

OD83363/2023-2024:Supply of Cables of various size at WTP - Supply of 4 core/6 Core/10 Core flexible power cable 16 sqmm/10sqmm/6sqmm/4sqmm Cu cables as per site requirement .

OD83364/2023-2024:Supply of Items for Cables at WTP - CAT 6 Cable-Communication, Instrumentation Cable, and Signal Cable as per requirment as per electrical std

OD83365/2023-2024:Supply of Items for Cables at WTP - Supply of GI Cable Trays of various sizes as per site requirement with earth conductor- 100X50mm, Supply of GI Cable Tray 200X50mm, Supply of GI Cable Tray 50X50M, Supply of Suitable Earth wire

OD83366/2023-2024:Service Part in Automation and SCADA AT WTP. Service Charges and Labour Charges PLC Programming Charges, SCADA Development and Testing Charges, Erection and Commissioning Charges, Documentation and Training Charges and Installation, Calibration and IO Testing of Instruments at WTP

OD83367/2023-2024:Service Part in Field Cabling and Sensors installation at WTP. Service Charges and Labour Charges for Field Cabling, Cable try Installation, Sensor/Motor/Valve Termination, Sensor Programming and Commisioning and Calibration & Valve Installation, Testing and Calibration

OD83368/2023-2024:Motorized Valves at WTP - 250MM Butterfly Sluice Valve Type Motorized ON OFF Valve for Raw water inlet and Backwash out.

OD83369/2023-2024:Motorized Valves at WTP - 250MM Butterfly Valve Wafer or Normal Type Motorized ON OFF Valve backwash inlet

OD83370/2023-2024:Motorized Valves at WTP - 100MM Butterfly Valve Wafer or Normal Type Motorized ON OFF Valve Airline

OD83371/2023-2024:Motorized Valves at WTP - 250MM Butterfly Valve Wafer or Normal Type Motorized Modulating Valve Clear water ourlet

Supply of Lab equipments

OD100136/2023-2024:Auto Pressure cut off system for the above (HSN-8419,Make-Kemi )

OD100137/2023-2024:Digital Timer for the above (HSN-8419,Make-Kemi )

OD100138/2023-2024:Digital Temperature Controller cum Indicator (Instead of energy regulator) for the above (HSN-8419,Make-Kemi )

OD100140/2023-2024:Autoclave (Vertical):- Double wall construction with inner S.S. 304, all these sheets are argon welded & outer chamber made of high quality MS sheet duly powder coated. Electrically heated by means of ISI quality emersion heaters with working pressure 15 PSI. Hydraulically dye pressed Lid from S.S. plate with, easy pedal lifting device, having pressure gauge, two nos safety valve, quick release coupling & handle with heater cover stand. Water level arrangement cut off buzzer system and SS perforated basket supplied along with unit on free of cost.Inner S.S. & Outer M.S. (With energy regulator) Model # Size (Dia x Height) Heater Volume-KAUC-A1 250x450mm - 1.5 K.W. 22 Ltr. (HSN-8419,Make-Kemi )

OD100438/2023-2024:Durham's tube 1"x6/7mm (HSN-7017)

OD100305/2023-2024:Measuring Cylinders-Graduated, single metric scale, with pour out, with hexagonal base,Class B Capacity: 250ml, Graduation interval: 2.0ml, <br>Tolerance: +/-2.0ml,Cat # 3022021 (HSN-7017)

OD100306/2023-2024:Measuring Cylinders-Graduated, single metric scale, with pour out, with hexagonal base,Class B Capacity: 500ml, Graduation interval: 5.0ml, <br>Tolerance: +/-5.0ml,Cat # 3022024 (HSN-7017)

OD100307/2023-2024:Measuring Cylinders-Graduated, single metric scale, with pour out, with hexagonal base,Class B Capacity: 1000ml, Graduation interval: 10.0ml, <br>Tolerance: +/-10.0ml,Cat # 3022029 (HSN-7017)

OD100308/2023-2024:Watch glass superior 4" (HSN-7015)

OD100309/2023-2024:Watch glass superior 6" (HSN-7015,Make-J.India)

OD100310/2023-2024:China dish porcelain 4" (HSN-6909,Make-J.India)

OD100312/2023-2024:Crucible silica without lid 25ml (HSN-7017,Make-Infusil)

OD100313/2023-2024:Crucible porcelain with lid 30ml (HSN-6909,Make-National)

OD100314/2023-2024:Pipette bulb rubber ex-large (HSN-4014,Make-National)

OD100321/2023-2024:Pipette bulb rubber large (HSN-4014,Make-National)

OD100322/2023-2024:Pipette bulb rubber medium (HSN-4014,Make-National)

OD100323/2023-2024:Pipette bulb rubber small (HSN-4014,Make-National)

OD100325/2023-2024:Stirrer, Glass Rod Approx OD x Length 7x205mm Cat # 9850207 (HSN-7017,Make-Borosil®)

OD100326/2023-2024:Spatula S.S 6" (HSN-9027)

OD100327/2023-2024:Beaker PP 250ml, Cat # 11104 (HSN-3926,Make -Polylab)

OD100328/2023-2024:Beaker PP 100ml, Cat # 11102 (HSN-3926,Make -Polylab)

OD100329/2023-2024:Reagent bottle W/M 125ml, Cat # 33307 (HSN-3923,Make -Polylab)

OD100330/2023-2024:Reagent bottle N/M 125ml, Cat # 33302 (HSN-3923,Make -Polylab)

OD100331/2023-2024:Mac Cartney bottle (Culture bottle) W/M 30ml (HSN-7017,Make -Borosil®)

OD100332/2023-2024:Liebig Condenser, drip tip, IC inner joint and IC outer joint, Approx.Length of Jacket: 300mm, Approx.overall Height: 450mm, IC inner joint: <br>socket 24/29 IC joint: cone 24/29 ,Cat # 2400090 (HSN-7017,Make -Borosil®)

OD100333/2023-2024:Desiccator vaccum PP/PC, 200mm, Cat # 55205 (HSN-3926,Make -Polylab)

OD100336/2023-2024:Desiccators-Vaccum, Stopcock with PTFE Spindle and porcelain plate, Approx. I.D. of Ground Flange: 200mm Cat # 3083043 (HSN-7017,Make -Borosil®)

OD100337/2023-2024:Round Bottom Boiling flasks-short neck, with IC joint: 24/29 Capacity: 500ml, Height: 170mm, Cat # 4380C24 (HSN-7017,Make -Borosil®)

OD100338/2023-2024:Round Bottom Boiling flasks-short neck, with IC joint: 24/29 Capacity: 1000ml, Height: 210mm, Cat # 4380B29 (HSN-7017,Make -Borosil®)

OD100339/2023-2024:Conical Flasks-Erlenmeyer, Graduated,N/M, Capacity: 1000ml, Approx. O.D. x Height: 131x220mm, Approx. Neck O.D.: 42mm, Cat # 4980029 (HSN-7017,Make -Borosil®)

OD100340/2023-2024:Reagent Bottle, plain N/M, Graduated with IC flat head stopper, Capacity: 1000ml, Approx. O.D. x Height: 100x230mm, Neck Stpper size stopper: 29/32 Cat # 1500029 (HSN-7017,Make -Borosil®)

OD100341/2023-2024:Reagent Bottle, plain N/M, Graduated with IC flat head stopper, Capacity: 500ml, Approx. O.D. x Height: 86x180mm, Neck Stpper size stopper: <br>24/29 Cat # 1500024(HSN-7017,Make -Borosil®)

OD100342/2023-2024:Reagent Bottle, amber, N/M Graduated with IC flat head stopper Capacity: 1000ml, Approx O.D. x Height: 101x230mm, Neck Stopper <br>size:29/32, Cat # 1509029 (HSN-7017,Make -Borosil®)

OD100343/2023-2024:Reagent Bottle, plain N/M, Graduated with IC flat head stopper, Capacity: 125ml, Approx. O.D. x Height: 56x120mm, Neck Stpper size stopper: <br>19/26 Cat # 1500017 (HSN-7017,Make -Borosil®)

OD100344/2023-2024:Pipette barrel 38xØ6cm 15" S.SD,Model # 6601 (HSN-7326,Make -Equitron)

OD100345/2023-2024:Pipette stand horizontal for 12 pipettes,Cat # 79101(HSN-3926,Make -Polylab)

OD100346/2023-2024:Nestler cylinder stand PP 100ml, Cat # 76102(HSN-3926,Make -Polylab)

OD100347/2023-2024:Nestler cylinder stand PP 50ml, Cat # 76101(HSN-3926,Make -Polylab)

OD100348/2023-2024:Fisher clamp single. (HSN-9027)

OD100349/2023-2024:Retort stand 7x5" (HSN-9027 )

OD100350/2023-2024:Burettes-Straight bore stopcock, accuracy as per Class B of I.S. 1997:2008/EN ISO 385, Capacity: 100ml Graduation interval: 0.2ml, Tolerance: +/-0.2ml, Cat # 2124016 (HSN- 7017, Make-Borosil® )

OD100359/2023-2024:Burettes-Boroflo, fitted with boroflo GP (General purpose), screw thread stopcocks with PTFE keys, accuracy as per Class B of I.S. 1997:2008/EN ISO, Capacity: 100ml, Graduation interval: 0.2ml, Tolerance: +/- 0.2ml, Cat # 2122016 (HSN- 7017, Make-Borosil® )

OD100360/2023-2024:Burettes-Straight bore stopcock, accuracy as per Class B of I.S. 1997:2008/EN ISO 385, <br>Capacity: 50ml Graduation interval: 0.1ml, Tolerance: +/-0.1ml, Cat # 2124012 (HSN- 7017, Make-Borosil® )

OD100361/2023-2024:Burettes-Boroflo, fitted with boroflo GP (General purpose), screw thread stopcocks with PTFE keys, accuracy as per Class B of I.S. 1997:2008/EN ISO, Capacity: 50ml, Graduation interval: 0.1ml, Tolerance: +/- 0.1ml Cat # 2122012.(HSN- 7017, Make-Borosil® )

OD100362/2023-2024:Burettes-Straight bore stopcock, accuracy as per Class B of I.S. 1997:2008/EN ISO 385, Capacity: 25ml Graduation interval: 0.1ml, Tolerance: +/-0.1ml, Cat # 2124009 (HSN- 7017, Make-Borosil® )

OD100363/2023-2024:Burettes-Boroflo, fitted with boroflo GP (General purpose), screw thread stopcocks with PTFE keys, accuracy as per Class B of I.S. 1997:2008,/EN ISO Capacity: 25ml, Graduation interval: 0.1ml, Tolerance: +/- 0.1ml Cat # 2122009 (HSN- 7017, Make-Borosil® )

OD100364/2023-2024:Pipettes, Serological Class B ,Capacity : 10x0.1ml Tolerance +/-0.1, Cat # 7080P06(HSN7017, Make-Borosil® )

OD100365/2023-2024:Volumetric Flask, with IC Solid Glass stopper Accuracy as per Class B, Capacity: 500ml, Tolerance: +/-0.50ml, Stopper size: 19/20, Cat # 5641024 (HSN- 7017, Make-Borosil® )

OD100366/2023-2024:Volumetric Flask, with IC Solid Glass stopperAccuracy as per Class B, Capacity: 250ml, Tolerance: +/-0.30ml, Stopper size: 14/15, Cat # 5641021 (HSN- 7017, Make-Borosil® )

OD100367/2023-2024:Volumetric Flask, with IC Solid Glass stopperAccuracy as per Class B, Capacity: 100ml, Tolerance: +/-0.20ml, Stopper size: 14/15, Cat # 5641016 (HSN- 7017, Make-Borosil® )

OD100368/2023-2024:Conical Flasks-Erlenmeyer, Graduated, N/M, Capacity: 100ml, Approx. O.D. x Height: 64x105mm, Approx. Neck O.D.: 22mm, Cat # 4980016HSN- 7017, (Make-Borosil® )

OD100369/2023-2024:Nessler Cylinders-Colour comparison, flat bottom, graduated, as per I.S. 4161:, Capacity: 50ml Approx. O.D. x Height: 25x150mm, <br>Cat # 2975012 (HSN- 7017, Make-Borosil® )

OD100370/2023-2024:Nessler Cylinders-Colour comparison, flat bottom, graduated, as per I.S. 4161 Capacity: 100ml Approx. O.D. x Height: 34x180mm, <br>Cat # 2975016 (HSN- 7017, MakeBorosil® )

OD100372/2023-2024:Optional:- <br>a) Micro processor based digital temperature controller for the above (HSN- 8419, Make- Kemi)

OD100373/2023-2024:Bacteriological Incubator (Bottom HeatedThermostatic (Inner chamber & trays Aluminium):- Double wall chambers inner made of Aluminium and outer of mild steel sheet duly powder coated with 21/2" thick glass wool insulation. Temperature is controlled by an imported thermostat to a maximum of 1100C with an accuracy of +/- 10C and working temperature of ambient +50C to 800C and without thermometer. Model # Size No. of Trays Heater Capacity KIA-1 300x300x300mm 2 250 W 28 Ltr (HSN8419, Make- Kemi)

OD100374/2023-2024:Electronic Balance Top Pan, External Calibration, Accuracy 1mg (0.001gm) Capacity 220gm Pan size 100x100mm Model BL220H (Make- Shimadzu)

OD100375/2023-2024:Electronic balance, Accuracy: 0.01gm (10mg), Capacity: 300gm, Model # HJ26 (HSN- 8423, Make- Hercules)

OD100376/2023-2024:µControlled based UV/Vis.Spectrophotometer (HSN- 9027, Make- Systronics)

OD100377/2023-2024:Digital Conductivity Meter with Cell Model # 304 (HSN- 9027, Make- Systronics)

OD100378/2023-2024:Water testing kit (for the estimation of dissolved oxygen) Cat # W 25565 (HSN- 3822, MakeNice) -25 te

OD100379/2023-2024:Water testing kit (For the estimation of phosphate & iron), Cat # W 25520(HSN3822, Make- Nice) -10 te

OD100380/2023-2024:Water testing kit (for the estimation of Nitrate, Nitrite and ammonium in water) Cat # W 25560 (HSN- 3822, Make- Nice)

OD100381/2023-2024:Water testing kit (For the estimation of phosphate & iron), Cat # W 25520 (HSN- 3822, MakeNice) -2x200 te

OD100382/2023-2024:Water testing kit - refill pack (Reagents only) (For the estimation of arsenic), Cat # W 25615. (HSN- 3822, Make- Nice)

OD100383/2023-2024:Water testing kit (For the estimation of arsenic) Cat # W 25515, (HSN-3822,MakeNice) - 25te

OD100384/2023-2024:Water Testing Kit (For the estimation of total alkalinity and pH), Cat # W 25530 (HSN-3822, Make-Nice), 2x200 te

OD100385/2023-2024:Water Testing kit (Residual Chlorine) Cat # W 25540, (HSN-3822,Make-Nice)

OD100386/2023-2024:Water testing kit (For the estimation of fluoride, chloride and residual chlorine), Cat # W25535 (HSN-3822,Make-Nice)

OD100387/2023-2024:Water testing kit (for the estimation of total <br>hardness), Cat # W 25552, (HSN3822,Make-Nice)

OD100388/2023-2024:Water testing kit (for the estimation of total <br>hardness), Cat # W 25550, (HSN3822,Make-Nice)

OD100389/2023-2024:Analytical Weight Box Class A : Brass C.P.weights, in beautiful spray painted velvet <br>lined teak wood box, calibrated strictly within the error limit of tolerances permitted by N.P.L. India Class A, with certificate of actual Values:-Capacity:1 mg to 100 gm, Cat # 701 A (HSN-8423,Make-Dollar)

OD100392/2023-2024:Chemical Balance 0.2mg, Capacity: 200gm <br>Model # K-6 (HSN-9016,Make-Keroy)

OD100393/2023-2024:Physical balance (Common balance) in glass case, divided door,Bakelite pans, wooden base, capacity 250gm, sensibility 1mg, Model # P-I,(HSN-9016,Make-Keroy)

OD100394/2023-2024:Lamposolv LR, Cat # L20129, (For Spirit Lamp Only),(HSN-3822,Make-Nice)

OD100395/2023-2024:Physical balance (Common balance) in glass case, divided door,Bakelite pans, wooden base, capacity 250gm, sensibility 1mg, Model # P-I, (HSN-9016,Make-Keroy)

OD100396/2023-2024:Stop watch digital (Make-9102)

OD100397/2023-2024:Chloroscope ampule type 0.1-2.0PPM (12 Amps) ,HSN-9031,Make-Sumeet

OD100398/2023-2024:Rubber tube pressure 6x3mm ,HSN-4009,Make-National

OD100399/2023-2024:Bunsen burner mansfield type with all brass springloaded lock type heavy stopcock, <br>Cat # 973,HSN-8481,Make-Dollar.

OD100400/2023-2024:Bunsen burner mansfield type with all brass springloaded lock type heavy stopcock, <br>Cat # 973,HSN-8481,Make-Dollar

OD100402/2023-2024:Distillation units-All glass, double with borosilicate boiler, borosilicate condenser & quartz heater, horizontal type, Output Capacity: 1.5 Ltr, Electrical Requirements: 230-250 volts single phase 1.5x2kw quartz heater, Cooling water consumption: 100Ltr/Hr, Biological activity: Pyrogen free, pH: 6.9-7, Conductivity S/cm: <1x10- 6, Distillate temp: 65-750C, Total Power Consumed: 1.5x2=3KW Cat # 3362041, HSN-8419,Make-Borosil®

OD100403/2023-2024:Digital Nephelo/Turbidity Meter <br>Model # 132Make - Eutech

OD100404/2023-2024:Digital pH Meter with Electrode <br>Model # MK-VI - Make- Eutech

OD100405/2023-2024:Floculator:- (Jar Testing Apparatus or Multi Spindle Stirrer):- Continous duty geared motor drive with built in speed control, S.S Stirring shafts with adjustable height S.S. propeller and tube lights for illumination available in various models. KFLO-2 1/20 0-100rpm 6 nos. Multi Spindle (HSN-8421, Make-Kemi)

OD100406/2023-2024:Refrigerator

OD100407/2023-2024:pH Buffer tablets-pH-9 (10Nos. -1pkt)

OD100408/2023-2024:pH Buffer tablets-pH-7 (10Nos. -1pkt)

OD100409/2023-2024:pH Buffer tablets-pH-4 (10Nos. -1pkt)

OD100410/2023-2024:Cotton absorbent/non absorbent 300/400gm roll(HSN-3005,Make-Ramaraju)

OD100411/2023-2024:Tissue paper 100gm roll (HSN-4818,Make-Hylex)

OD100412/2023-2024:MacConkey broth with neutral red, Cat # M007 (HSN-3821,Make-Himedia)

OD100413/2023-2024:Hydrazine Sulphate

OD100414/2023-2024:Filter paper No.40, 110mm dia (Pack of 100Nos.), Cat # 1440 110 (HSN-4823,Make-Whatman)

OD100415/2023-2024:1,10-Phenanthroline hydrate A.R-99.5% <br>(o-Phenanthroline hydrate) Cat # P 75305 (HSN2933, Make - Nice)

OD100416/2023-2024:Spadns GR (complexometric indicator for zirconium, thorium and fluoride),

OD100417/2023-2024:Glacial Acetic acid 100% for Analysis EM

OD100418/2023-2024:Filter paper No.41, 110mm dia (Pack of 100Nos.), Cat # 1441 110 (HSN-4823,Make-Whatman)

OD100419/2023-2024:Phenol (Carbolic Acid) 99%, Cat # P10429 (HSN- 2907, Make - Nice)

OD100420/2023-2024:Acetone

OD100421/2023-2024:Aluminium hydroxide powder (Al2O3 content - 47%) Cat # A 11625 (HSN- 2915, Make - Nice)

OD100422/2023-2024:Sulphamic acid 99%, Cat # S 16429 (HSN- 2811, Make - Nice)

OD100423/2023-2024:Aluminium hydroxide powder (Al2O3 content - 47%) Cat # A 11625 (HSN- 2818, Make - Nice)

OD100424/2023-2024:Potassium nitrate 99%, Cat # P 13129 (HSN- 2834, Make - Nice)

OD100425/2023-2024:Silver sulphate 98.5%, Cat # S 12109 (HSN- 2843, Make - Nice)

OD100426/2023-2024:Zirconium oxy chloride 99%, Cat # Z 10517 (HSN- 2827, Make - Nice)

OD100427/2023-2024:Sodium fluoride

OD100428/2023-2024:Ammonium Acetate

Site clearing ,General gound levelling , Paving blocks , ,Lighting and Fountain

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.8.1: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 up to 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

50.2.25.1:Filling with contractor's own 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 up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

OD100503/2023-2024:Providing and fixing Antique design lamp for Boundary wall lighting of Aluminium Die-casting and opel glass including Led Bulb of 9W each.

Refurbishing Filter Beds

OD83388/2023-2024:Supply of Anthracite as per item 1 above in quantity required as per design, properly graded and tested by the supplier specifying the source of material and quality commensurate to the following specifications: Sp. Gravity : 1.45 - 1.55, Uniformity coefficient: 1.5, Bulk density : 0.73 -0.75 T/m3, Hardness : 3MOH, Hard grove : 44-55, Carbon content : > 90% above, Ash : 3% -4 %, Volatile : 5 % - 7%, Solubility : 1.5% in 10% HCl/10% NaOH for 24 Hrs, certification including all cost, taxes, conveyance to site, loading and unloading etc. complete

100.55.5:Removing filter media from the filter beds without making any damages to the existing structures and back manifolds and stacking at a safe and convenient place for segregation process and as per the directions of the department officers etc. complete.

100.55.6:Cleaning, drying and seiving the removed filter media and stacking the dismantled pebbles for reuse and spreading in the filter box in layers as per specifications and as per directions of the department officers.

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

50.5.33.2:Providing and laying in position machine batched and machine mixed design mix M-20 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-in-charge. Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level

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

OD83389/2023-2024:Renewal of the underdrain system by replacing all damaged pipes with suitable arrangements and providing all additional mechanisms and fixtures required according to the design of dual-layer filtering system complete

OD83390/2023-2024:Modifying / altering of the existing back washing system comprising of compressed air and clear water providing new air blower and clear water providing new air scouring system, using 32 mm or suitable size PVC (10Kg/cm2) pipes and specials, providing new pressure regulating valves or such other mechanisms and fixtures required according to the design of multi layer filter media pack back washing operations complete

15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

100.55.4:Supplying and stacking for measurement of filter sand having effective size 0.45 to 0.70 mm and uniformity coefficient 1.30 to 1.7, of specific gravity in the range of 2.55 - 2.65 and hard and clean, free from clay, dust and other impurities including cost of materials, labour charges and conveyance of materials up to 5 km and as per the directions of the department officers etc. complete and as per CPHEEO specification.

100.55.1:Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc. complete as per CPHEEO specifications.

OD83391/2023-2024: Supplying Grit of effective size varying 6.35mm to 3.2 mm for supporting media of filter bed

OD83392/2023-2024:Refurbishing the filter bed using Pebbles / Grit as per the design separately laying each grade of supporting gravel and/or sand manually so that each pebble is placed in close contact with each other leaving maximum void space between and the smaller gravels above.

OD83393/2023-2024:Refurbishing the filter bed using supplied filter sand and anthracite as per the design, separately and carefully spreading each grade of media manually on the supporting gravel / grit

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

11.46.2:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm

11.40:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer) of Ist quality conforming to IS: 15622 of approved make in all colours, shades, except white, Ivory, Grey Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete.

OD83394/2023-2024:Designing and providing air regulation of back wash system using suitable size pressure regulating valves or similar type accessories for back washing the dual media filter beds including all cost of valves, specials, pressure gauges, welding / fixing charges etc. complete. The regulation shall be done independently in a single compartment of a bed.

OD83395/2023-2024:Conducting trial run of all the filter beds for a period upto 30 days and providing required training to the operators of KWA for the trouble free functioning and maintaintenance of the filter beds

Truss work

OD83396/2023-2024:Engaging coolies for cleaning the roof by scrapping out mosses and other debris from the parapet, uprooting small plants etc . and dispossing them within 150m away

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes

12.1.1:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m2

4.2.2: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:1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size)

4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts

Cost of Materials

OD83402/2023-2024:Supplying 300 mm wall casting DI Pipe

OD83403/2023-2024:supplying 200 mm wall casting DI Pipe

100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.

100.98.473:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 200mm.

18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe

18.30.7:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe

18.25.1:Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):Upto 300 mm dia

Finishing Work of Existing Structures

15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.9.2:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

KERALA WATER AUTHORITY

PARTICULARS SHOWING STATUS OF TENDERER

Name of Tenderer

Address

Status of the tenderer/individual or public Ltd. Co. or Private Ltd Co. or registered Partnership concern or proprietary concern

Name and address of Chairman of Board of Directors and Managing Director/Managing Partner (in case of partnership concern) or Proprietor (in case of proprietary concern). [Memorandum of Articles and Authorization/ Partnership deed]

Whether the tenderer is a registered contractor of KWA/ any State / Central Government Department. (CPWD, MES, Railway etc) or local bodies (ie Port Trust, District Board, Municipality or a statutory body) with Reg. No. and year and issuing authority

Name and address of two responsible persons (preferably Senior Engineers / Officers of a Government Department, Quasi Government organization or a local body), to whom reference can be made regarding experience and performance

Whether Authorization to act on behalf of the firm presented or not

(OFFICE SEAL)

Note:This is an electronic document, upload digitally signed

KERALA WATER AUTHORITY

FORMAT Q1

PARTICULARS OF MAJOR WORKS COMMENCED AND COMPLETED BY THE TENDERER AND HIS PARTNERS/ASSOCIATES INCLUDING WORKS IN KERALA WATER AUTHORITY (As per Clause.7.17.1.2)

USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name Of The Tenderer

Name of Tenderer

Note:This is an electronic document, upload digitally signed

KERALA WATER AUTHORITY

FORMAT Q2

PARTICULARS OF MAJOR WORKS IN HAND WITH THE TENDERER AND HIS PARTNERS /ASSOCIATES /CONSULTANTS INCLUDING WORKS IN KERALA WATER AUTHORITY

USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name Of The Tenderer

Name of Tenderer

Note:This is an electronic document, upload digitally signed

KERALA WATER AUTHORITY

FORMAT Q3

STATEMENT SHOWING THE VALUE OF WORKS TAKEN UP, COMPLETION TIME OF WORKS DURING THE PAST TEN YEARS INCLUDING WORKS IN KERALA WATER AUTHORITY

USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name Of The Tenderer

Name of Tenderer

Note:This is an electronic document, upload digitally signed

KERALA WATER AUTHORITY

FORMAT Q4

IDENTIFICATION AND FINANCIAL DATA SHEET

Name of tenderer/ firm

Nationality /Country of incorporation

Type of incorporation (Necessary documents duly attested should be attached as proof of registration)

Year of incorporation for registered firms. (In case of individuals, date of obtaining A class licence required to carry out the work.)

Registered office / Head office Address

Local office address

Principal officers who manage the work from head office

Principal Officers in Local / Site Office

Local associate firms or agents

Total liabilities Rs.

Total assets Rs.

Current liabilities Rs.

Bank overdrafts (Current) Rs.

Net worth (from latest balance sheet) Rs.

Annual turnover for last three years ( to be given separately for each year)

FIRST YEAR

SECOND YEAR

THIRD YEAR

Share holders / own funds Rs.

Liquid assets Rs.

Stock outstanding Rs.

Current assets Rs.

Bank reference (attach separately) Rs.

Current credit resources / OD facilityRs.

Solvency amount Rs.

Bonding capacity Name of institution(s) Bondable amount Rs.

Member of consortium from Republic of India, if any Date of establishment of consortium

Value of usual contracts for which firm would tender

Maximum (Rs.)

Minimum (Rs.)

Signature

2. All the data furnished above shall be as at 30 days or less number of days prior to the last date of submission of bid.

TENDERER

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KERALA WATER AUTHORITY

FORMAT Q.4A

FORM OF CERTIFICATE

Name Of The Tenderer

Based on the collateral security produced on movable and immovable property of following descriptions appended to this certificate, I (name)

(designation)

(place)

hereby certify in my official capacity that Sri./ Smt. (name and address)

registered as

class contractor of Kerala Water Authority as per the certificate of registration produced by him before me is solvent for an amount of Rs.

(Rupees in words)

as on today. He is enjoying an OD facility up to a maximum of Rs

Of which he has availed OD facility of Rs

as on today.

Acc. (office seal) Sd/- Name Designation

Counter signed by the tenderer

Note: the list mentioned above shall be attested by the signatory of bank and countersigned by the tenderer.

TENDERER SUPERINTENDING ENGINEER

Note:This is an electronic document, so signature is not needed

KERALA WATER AUTHORITY

FORMAT Q.5

CONSTRUCTION PLANT AND EQUIPMENT

DETAILS OF EQUIPMENTS WHICH SHALL BE USED FOR THIS WORK

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name Of The Tenderer

The tenderer hereby confirms that the quantity and type of equipment he shall deploy for construction shall not be less than listed above, and agrees to bring more equipment, if so warranted in the opinion of the Engineer in charge, at no extra cost to the KWA.

Tenderer

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KERALA WATER AUTHORITY

FORMAT Q6

DETAILS OF PERSONNEL WHO WILL BE EMPLOYED BY THE TENDERER FOR THIS WORK

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name Of The Tenderer

The tenderer hereby confirms that the above personnel shall be employed for the purpose of this work and also any additional staff, which in the opinion of the Engineer in charge, shall be employed by the contractor for the satisfactory completion of this work.

Name of Tenderer TENDERER

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KERALA WATER AUTHORITY

FORMAT Q7

PROJECTWISE EXPERIENCE OF WATER TREATMENT PLANT /SEWERAGE TREATMENT PLANTS

Name Of The Tenderer

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name of the project and location

Notes:

Information to be furnished shall include sewerage /water treatment plants of 3 mld or higher capacity. It may include water retaining structures, mechanical / electrical equipments of comparative magnitude.

Details to be incorporated may include works completed as well as works in hand.

In respect of works in hand, indicate the percentage of completion as on the date of tendering.

Separate sheets shall be attached to cover details in the above format for individual numbers.

Details of treatment plants shall be furnished separately, indicating clearly the type of process description of units etc.

Name of Tenderer TENDERER

KERALA WATER AUTHORITY

FORMAT Q7 A

Jal Jeevan Mission (JJM)- WSS to Puthur, Pananchery and Madakkathara Panchayath (7th SWSM)-Renovation of 36 MLD Water Treatment Plant at Peechi -General Civil Work

Name of The Tenderer

ADDITIONAL INFORMATION (THE APPLICANT CAN ADD HERE ANY FURTHER INFORMATION RELEVANT TO THE VALUATION OF THE PRE-QUALIFIED BID)

SIGNATURE SEAL OF THE COMPANY

Note:This is an electronic document, so signature is not needed

KERALA WATER AUTHORITY

FORMAT Q8

RECORD OF ARBITRATION & LITIGATION

(The applicant shall record chronologically any dispute he had with any of his previous clients during the last 10 years, whether arbitration or litigation and also indicate the nature, duration and amount of claim involved in such cases.)

Name Of The Tenderer

Period of arbitration / litigation From - To

TENDERER

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