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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-AOC | ₹66.8 L | L1 | Accepted-AOC LOA awarded to L1 |
| 2 | L2₹67.9 L+₹1.1 L (1.61%)Rejected-AOC | ₹67.9 L+₹1.1 L (1.61%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.1 Cr+₹45.3 L (67.7%)Rejected-AOC 19 195 A 1 ATC BUILDING MOOLEPADAM NAGAR ROAD HMT JN KALAMASSERY P O KOCHI 683104 | KOCHI | ERNAKULAM | KERALA | 683104 | ₹1.1 Cr+₹45.3 L (67.7%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Preliminary agreement not submitted in stamp paper |
| Sl No | Description | Qty | Unit | ABDUL SHUKOOR.V L1 | GREEN METHOD ENGINEERING PVT. LTD L4 | Neermax Water Solutions LLP L3 | Evatec Engineers & Contractors Pvt Ltd L2 |
|---|---|---|---|---|---|---|---|
| 1.00Cost For Design, Construction, Testing and Commissioning of 30 KLD STP - Civil Works | |||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 57.55 | cum | 220 ₹12,660.78 | 200 ₹11,509.8 Lowest | 227 ₹13,063.62 | 233 ₹13,408.92 |
| 1.00 | 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 | 71.3 | cum | 300 ₹21,390.6 Lowest | 396 ₹28,235.59 | 317 ₹22,602.73 | 325 ₹23,173.15 |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 37.2 | sqm | 148.4 ₹5,520.48 | 172 ₹6,398.4 | 147 ₹5,468.4 Lowest | 150 ₹5,580 |
| 1.00 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 37.2 | sqm | 162.6 ₹6,048.72 | 182 ₹6,770.4 | 160 ₹5,952 Lowest | 165 ₹6,138 |
| 1.00 | 2.16.3:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m | 8.04 | sqm | 194.3 ₹1,562.17 | 206 ₹1,656.24 | 192 ₹1,543.68 Lowest | 197 ₹1,583.88 |
| 1.01 | 2.17.1:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m | 25.2 | sqm | 159.2 ₹4,011.84 | 196 ₹4,939.2 | 157 ₹3,956.4 Lowest | 161 ₹4,057.2 |
| 1.01 | 2.17.2:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 25.2 | sqm | 189.2 ₹4,767.84 | 234 ₹5,896.8 | 187 ₹4,712.4 Lowest | 192 ₹4,838.4 |
| 1.01 | 2.17.3:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m | 25.2 | sqm | 220.8 ₹5,564.16 | 272 ₹6,854.4 | 218 ₹5,493.6 Lowest | 224 ₹5,644.8 |
| 1.01 | 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 | 26.32 | cum | 116.7 ₹3,071.66 | 144 ₹3,790.22 | 115 ₹3,026.92 Lowest | 118 ₹3,105.88 |
Tender Value
₹69.6 L
EMD Value
₹50,000
Closing Date
16 Sept 2025, 3:00 pmClosed
Superintending Engineer
PPDIU Kerala Water Authority Kozhikode
DEPOSIT-Suchitwa Mission-Koyilandy Municipality- Design, Construction, Testing and Commissioning of 30KLD Sewage treatment plant based on MBBR technology at EMS Memorial Municipal Town hall, Koyilandy, Koyilandy Municipality,Kozhikode district,Kerala
2025_KWA_791330_1
SE/PPDIU/KKD/03/2025-26
Open Tender
Civil Works - Others
Item Rate
365 days
Koyilandy
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
3 Jan 2026
27 Aug 2025
17 Sept 2025
27 Aug 2025
16 Sept 2025
27 Aug 2025
27 Aug 2025 - 2 Sept 2025
Amount
Cost For Design, Construction, Testing and Commissioning of 30 KLD STP - Civil Works
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
2.16.3:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m
2.17.1:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m
2.17.2:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
2.17.3:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m
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
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
4.2.5: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:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
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
22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm
22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm.
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
13.51.2:Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.9:Centering and shuttering including strutting, etc. and removal of form for:Arches, domes, vaults up to 6m span
5.33.1.1: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 levelConcrete of M25 grade with minimum cement content of 330 kg /cum
5.33.1.2: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.Concrete of M30 grade with minimum cement content of 350 kg /cum
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
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
6.10:Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering and shuttering complete, for span up to 6 meters with common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
6.2.1:Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.
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.
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
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.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
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.
100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
Cost For Design, Construction, Testing and Commissioning of 30 KLD STP - Mechanical Equipment and Piping Works
OD58471/2025-2026:Supplying and fixing of bar screens of SS construction using 5mm thick frame, 10mm road with with 6 mm opening size, detachable type with hand, frame, suitable for placing inside a bar screen chamber size of length 0.9m * width 0.6m* height 0.5m -1 Nos
OD58509/2025-2026:Supplying and fixing of bar screens of SS construction using 5mm thick frame, 10mm road with with 6 mm opening size, detachable type with hand, frame, suitable for placing inside a bar screen chamber size of length 1 m * width 0.8m* height 0.5m -1 Nos
OD58516/2025-2026:Providing, fixing & commissioning of fully submersible, centrifugal non-clog type Sewage handling pumps capable of handling solids up to 20mm for raw Effluent transfer from equalization tank to MBBR tanks. The pump shall have CI casting & impeller, SS shaft, TEFC induction motor including lifting arrangement for the pump, flexible pipe with coupling connected to be delivery header etc. complete as required Equalized Waste Water Transfer Pumps: Flow rate(each) : 1.25 m3/hr 0.5 Hp, 3 phase Head : 8 m Solid Handling = 18 mm Type of Pump: Submersible centrifugal type
OD58518/2025-2026:Supply, Installation , & commissioning of filter feed pumps for complete with horizontal mono block pumps shall be made of C.I body and bronze impeller, shaft of carbon steel and C.I Base & head, mechanicals seal, connected to a TEFC induction motor suitable for 415 volts, 3 phase 50 cycles A.C supply mounted on a common channel base frame including all accessories in the existing concrete foundation etc compete as required. Filter Feed Pump Capacity : 1.25 m3/hr 1 hp, 3 phase Head : 20 Mtrs Type of Pump: Horizontal monoblock pump
OD58538/2025-2026:Providing and fixing and commissioning of online electronic chemical solution dosing system comprising of electronic metering pump (with both frequency and stroke length controls to control the dosage rate between 10-100% of rated maximum capacity) virgin HDPE chemical grade tank of 30 ltr capacity, necessary injection fitting assembly foot valve cum strainer and suction and delivery tubing etc. up to the point of injection complete in all respects as required. Flow rate: 4 lph,1 phase Make: Miton Roy, E Dose or UKL For Chlorination of treatment water
OD58541/2025-2026:Supply, installation and commissioning of vertical self supporting Multi grade Sand Filter shall be constructed of Fiber Reinforced Plastic as per manufacture standard. The inner distribution system and the under bed draw off system shall be of Hub & Lateral type/Riser tube with distributor on top & bottom strainers of Polypropylene materials. Filter shall be supplied with initial charge of Filter media like special graded sand with supporting media like silex, gravel etc. The filter shall complete with pressure gauge at inlet & outlet, sample cock PVC face piping/interconnected piping & multiport valves required for Back wash & by pass arrangement and all necessary accessories complete as required. Multi grade pressure sand filter Make-Make: OES/UTC/ Innovative technologies/Pentair/Tata Flow rate per filter:1.25 Cum/hr. Vessel Size 0.5 m Diameter with 1.8 m shell height
OD58543/2025-2026:Supply, installation and commissioning of vertical self supporting Activated Carbon Filter. Activated Carbon Filter shall be constructed of Fiber Reinforced Plastic as per manufacturer standard. The inhere distribution system and the under bed draw off system shall be of-Hub & Lateral type/Riser tube with top & bottom strainers of Polypropylene material. Filter shall be supplied with initial charge of media like Activated Carbon Media of 1050 iodine value, with supporting media like silex, gravel etc. The filter shall be complete with pressure gauge at inlet & outlet, sample cock, PVC face wiping/interconnected piping'& Multiport" Valves required for Back Wash & By sass arrangement and all necessary accessories complete as required. Activated Carbon Filter Make-OES/UTC/ Innovative technologies/Pentair/Tata Flow rate per filter:1.25 Cum/hr. Vessel Size 0.5 m Diameter with 1.8 m shell height
OD58544/2025-2026:Supplying, installation and commissioning of interconnecting piping works complete as per specification. All necessary pipe works shall be carried out with necessary control walls strainers, NRV and providing gauge meters online wherever necessary as per design.
OD58545/2025-2026:Supply, installation and commissioning of a 40 mm Electromagnetic Flow Meter, complete with all necessary accessories with remote Display. The flow meter shall be suitable for water/wastewater applications and shall have an accuracy of ±0.5% of the measured value. The work includes providing and fixing flanges, gaskets, nuts, bolts, and other required fittings to ensure a secure connection with the existing pipeline. Make - Aster / Kranti/Flowtech/mirrant/frehnig
OD58549/2025-2026:Providing, fixing & commissioning of Twin lobe type rotary air blowers, casing –CI, shaft-Alloy Steel, capable of delivering 34cum/hr (each) of free air coupling to a 1.5hp TEFC motor of suitable HP suitable for 415 ± 10% volts, 3 phase, 0 cycles A/C supply complete with following accessories installed in existing RCC foundation with suitable size foundation bolts complete as required. Approved Make
OD58551/2025-2026:Supplying and placing MBBR media FM/22 as per standards
OD58554/2025-2026:Supplying HDPE tank with good quality
OD58566/2025-2026:Providing, fixing & commissioning of fully submersible, centrifugal non-clog type Sewage handling pumps capable of handling solids up to 20mm for raw Effluent transfer from Kitchen to Collection tank. The pump shall have CI casting & impeller, SS shaft, TEFC induction motor including lifting arrangement for the pump, flexible pipe with coupling connected to be delivery header etc. complete as required Equalized Waste Water Transfer Pumps: Flow rate(each) : 1.25 m3/hr 0.5 Hp, 3 phase Head : 8 m Solid Handling = 18 mm Type of Pump: Submersible centrifugal type
OD58567/2025-2026:Mixed Liquor return pump Supply, installation, and commissioning of self priming monoblock pump set with CI body, CI impeller, coupled with totally enclosed fan cooled induction motor mounted on common structural base plate with all pump accessories complete as per specifications inclusive rubber vibration eliminators motor suitable for 415 volts, 3 phase 50 HZ. A/c supply, complete with non-return valves, fittings etc. as required. self priming monoblock pump Capacity -1.5m3/hr, Head- 6-10 M Power - 1 hp,3 Phase Solid handling - 20 MM, Approved Make. (Submersible - 1.5 M³/Hr @ 1 M head)
OD58568/2025-2026:Supply, installation and commissioning of self priming monoblock pump set with CI body, CI impeller, coupled with totally enclosed fan cooled induction motor mounted on common structural base plate with all pump accessories complete as per specifications inclusive rubber vibration eliminators motor suitable for 415 volts, 3 phase 50 HZ. A/c supply, complete with non-return valves, fittings etc. as required. self priming monoblock pump Capacity -1m3/hr, Head- 8 M Power - 0.5 hp,1 Phase Solid handling - 10 MM
OD58577/2025-2026:Fine Bubble Air Diffuser (Disk Type )grid - 12" dia and 5m3/hr discharge rate, Approved Make
OD58580/2025-2026:Air Grid Pipe Supply and installation of air pipes (HDPE) aly into valves and other acessories as required for the blowers to various tanks as a complete unit
OD71577/2025-2026:Supplying and fixing of other necessary accessories required for the satisfactory completion of the work including Gas burner , Cow dung for bacteria formation, 1/2" CPVC pipe - 100m, Barrel nipple 1.5" X 1.5", 1/2" Brass Gate Valve as per the direction of the Engineer in Charge.
Cost For Design, Construction, Testing and Commissioning of 30 KLD STP - Electrical Works
OD58596/2025-2026:Electrical works for STP Electrical works(including supply, installation and termination of cables of suitable size as per HP of all pumps with all structural supports, clamps as per approved design/specifications, installation will be as per relevant Indian standard and CPWD specification along with control cable of suitable size).(l lot). Any other electrical and mechanical item required to complete the work. Make - Polycab / Finolex / Havells / RR Kabel
OD58605/2025-2026:Providing and fixing of suitable kwhr meter with meter box and complete in all respects. Make - L&T, GIC ,SEIMENS
OD58635/2025-2026:Earthing Design, supply, installation and commissioning of Overall earthing system for major electrical equipment in STP and MCC Room such as pumps, motors and outdoor lighting.Providing maintenance-free chemical earth pits and connecting them to the panels. copper wire of size 10swg for earthing all the pumps and motors to the nearest earth bar (2 runs for each motor/pump). Chemical earth pits:- Electrode: anti corrosive copper bonded MS rod, Electrode size: minimum 10 mm dia rod with 1m length, Electrode coating: copper coating of minimum 250 microns, Make of Electrode and backfill Compound: JK Earthing Electrodes, Bharath Copper or Equivalent, Back fill compound: JK Reslow, or Equivalent
OD58630/2025-2026:Supply and fixing of 5.5 KVA (incl. supply and installing of earthing materials, exhaust pipes, all necessary accessories and fixtures, roofing and foundation works) water cooled diesel engine (CPCB 4+ Engine )coupled to Cummins/ EICHER/ Kirloskar/ Powerol/ LEYPOWER/ equivalent Engine coupled directly to KEL/BHEL/ Stamford/ EICHER/ KIRLOSKAR/ Powerol / LEYPOWER/ equivalent Alternator mounted on a rigid bed plate with suitable Acoustic enclosure as per CPCB norms with AMF panel. AMF PANEL: Fabrication, Installing, & Commissioning of automatic mains failure control including auto by pass panel, suitable for 5.5 KVA DG Set complete with relays, timers, set of CTs for metering & protection and energy analyzer to indicate currents, phase and line voltages, frequency power factor, KWH, KVARH,KVAH & provision for overload, short circuit, restricted earth fault, under frequency, control cabling from AMF panel to diesel engine and elsewhere if required, all complete and inter locking, connecting the existing power cables including all necessary connections.
Cost for O&M for 5 years
OD58470/2025-2026:O&M cost for 5year including Technician / Helper for operation and maintenance for 30Kld STP allied works and Consumables like chlorine,Fuel for generator,chemicals ,Cotton waste ,Lubricants (oil and Grease)soap ,Glass ware,safety equipment etc.and annul maintenance( Day today if needed) of electrical, civil ,mechanical and other connected items and including replacement damaged of electrical , mechanical and civil, Including painting of items as per the direction of departmental officials.
Cost For Design of 30KLD STP Components, Vetting charges
OD58658/2025-2026:Designing of 30KLD STP for EMS town Hall Koyilandy including vetting charges by approved agency.
Evatec Engineers & Contractors Pvt Ltd (BID ID -2324679)
Neermax Water Solutions LLP (BID ID -2340868)
GREEN METHOD ENGINEERING PVT. LTD (BID ID -2340975)
Bidder Name
GREEN METHOD ENGINEERING PVT. LTD
ABDUL SHUKOOR.V
Neermax Water Solutions LLP
Evatec Engineers & Contractors Pvt Ltd
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