Kerala Water Authority Tender
... More
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
Technical
Technical
Financial
Class Of Bidder
... View More
A Class Contractors of Kerala Water Authority, or equivalent class from other departments in Kerala State or other States in India.
Bid Capacity
... View More
The bid capacity required in the given tender can be determined using the following formulas and values: 1. Net worth: - More than 15% of the annual turnover (taken as average over the preceding 3 years) - Not less than 10% of the average annual estimated cost of the contract - More than Rs. 66 lakhs 2. Annual turnover: - Minimum average annual turnover > 20% of the estimated cost of the work, subject to a maximum requirement of Rs. 500 lakhs - Minimum annual turnover = 20% of the PAC, subject to a maximum of 500 lakhs - Minimum annual turnover = Rs. 131 lakhs 3. Solvency: - Minimum solvency of Rupees 131 lakhs 4. Joint Venture: - Every member shall furnish credit rating from a scheduled bank, which shall be equivalent to a minimum of 10% of the estimated cost - If the net worth is less than the required amount but greater than two-thirds of the same, then there should be an overdraft facility available from a scheduled bank amounting to twice the amount by which the net worth is less. The bid capacity is evaluated based on a combination of quality and cost factors using the Quality and Cost-Based Selection (QCBS) method for projects greater than Rs.5 crores. However, the exact formula for calculating the bid capacity is not explicitly provided.
Technical Capacity
... View More
The required prior work experience for the bidder varies depending on the type of work and estimated cost. For construction of Sewage Treatment Plant, experience certificate issued by agreement executing authority of registered private firms will also be considered. The bidder should have experience in the design of the project components, planning of the project, implementation, execution of the project. For works with an estimated cost from Rs. 5 crores to Rs. 20 crores, the required experience includes specific technical personnel with certain qualifications and experience. For works with an estimated cost above Rs. 20 crores, the required experience includes more technical personnel with higher qualifications and experience. The bidder must submit a statement showing the value of works taken up, completion time of works during the past ten years. The bidder should have completed works with a minimum average annual turnover of Rs. 131 lakhs, and the average annual turnover should be greater than 20% of the estimated cost of the work, subject to a maximum requirement of Rs. 500 lakhs. The bidder's net worth should be more than 15% of the annual turnover and not less than 10% of the average annual estimated cost of the contract. The bidder should also have a minimum net worth of Rs. 66 lakhs. Specific requirements for prior work experience include:
- Construction of Water Treatment Plant upto 5 MLD output capacity: minimum of 1 MLD output capacity
- Construction of Water Treatment Plant above 5 MLD output capacity: minimum of 40% output capacity, subject to a maximum of 40MLD
- Construction of water treatment Plant with modern technology: minimum of 40% output capacity, subject to a maximum of 40MLD, and also with similar Technology for minimum of 10% output capacity
- Rehabilitation work of Water Treatment Plant: minimum of 25% output capacity
- O&M work of Water Treatment Plant: minimum of 25% output capacity
- Construction of Sewage Treatment Plant upto 5 MLD capacity: minimum of 0.5 MLD capacity
- Construction of Sewage Treatment Plant of capacity above 5 MLD: minimum of 10% capacity
- Supplying and laying of Water Supply pipes above 400mm and up to and including 800mm diameter pipes: total of 1000m of 300mm or higher sized pipes of any material in the past in a single work, or 500m for works with total length of pipe line to be laid less than or equal to 1000m No specific value or percentage of similar works completed is mentioned, but the bidder should furnish separate sheets with details of individual works, including the contract value and percentage of completion. Annual escalation at 5% is allowed for the cost of works completed in the previous years.
Costs
EMD
₹ 2,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_KWA_743779_1Tender No
RT-60/SE/PHC/TSR/2024-25Tender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
General conditions of E Tendering Process
BOQ Items
... More
100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.
20
-
-
... More
OD233031/2023-2024: Supplying 600 mm Double flanged pipe
30
-
-
... More
100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm.
2
-
-
... More
100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.
2
-
-
... More
OD233032/2023-2024:Ductile Iron K-12 specials suitable for push on jointing up to 600 mm dia
33.43
-
-
... More
OD233033/2023-2024:Fabricating 600mm MS Double Flanged pipe of Length 2m for Culvert/Bridge crossing
30
-
-
... More
OD233034/2023-2024:Fabricating and Supplying 600mm dia MS D/F 45°Bend with flange by cutting,chamfering and three runs welding using 10 mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 600mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 10mm thick MS Plates: 600 x 45° Bend - 1.20 m
4
-
-
... More
OD233035/2023-2024:100 mm Double Air Valve with control valve
3
-
-
... More
OD233036/2023-2024:Supplying an electro- magnetic fiow meter conforming to protection level of IP-68 far Flow Sensor and<br>IP- 67 for transmitter, and having an<br>accuracy level of 0.5% with LED/LCD Display unit. The flow meter should have the housing (flow sensor)<br>to be made of SS 304/ carbon Steel with anti -corrosive protection and inside liner to be made up of Hard<br>Rubber / neoprene all confirming to drinking water standards. The.flow meter should be coupled with<br>HART for data acquisition and transfer, with provision.for wireless transfer through GSM . The<br>manufacturers should have the calibration standards as per ISO 17025 and the product shall have<br>sufficient warranty provisions.',<br>Note- The rate provided is Exclusive of Taxes,Transportation, Insurance etc. A provision of 15% extra for the same may be provided in estimate.<br>The technical specification of Electro- Magnetic Flow meter is as given below. For flow meters upto<br>250mm size( size of pumping main in cornmon header) mechanical Flow meter certified by FCRI-Palakkad shall be used. As the rates are local market rates, no CP is allowed as per rules.<br>Size of Electro-Magnetic Flow Meter - 500mm
1
-
-
... More
Supplying and Laying CWPM 600mm /400mm/250mm DI K9 pipe from Olari sump to Puzhakkal - PART II- Working charges
-
-
-
... More
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.
5215.81
-
-
... More
100.1.5: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 50 m, in Ordinary Rock.
2464.49
-
-
... More
100.2.7: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 Medium Rock where Blasting is Prohibited.
1437.62
-
-
... More
100.1.14:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, 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 Hard Rock where Blasting is Prohibited.
340
-
-
... More
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
4000
-
-
... More
OD233037/2023-2024:Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:<br>Bituminous road
6800
-
-
... More
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.
400
-
-
... More
100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
600
-
-
... More
OD233038/2023-2024:Labour for cutting D.I. pipe with steel saw.600 mm diameter D.I. pipe
40
-
-
... More
OD233039/2023-2024:Labour for cutting D.I. pipe with steel saw.- 250 mm diameter D.I. pipe
12
-
-
... More
OD233040/2023-2024:Labour for cutting D.I. pipe with steel saw.-400 mm diameter D.I. pipe
6
-
-
... More
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
1800
-
-
... More
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
120
-
-
... More
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.
150
-
-
... More
18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials).
33.34
-
-
... More
100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.
20
-
-
... More
100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.
30
-
-
... More
100.14.10:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 600mm diameter Ductile Iron Class K-9 Pipes.
4000
-
-
... More
100.15.10: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: 600mm diameter Ductile Iron Double Flanged pipes.
30
-
-
... More
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.
2
-
-
... More
100.31.2.12: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): 600mm diameter, Class II.
2
-
-
... More
18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe
15
-
-
... More
18.70.10:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:600 mm dia pipes
800
-
-
... More
18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes
4
-
-
... More
18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes
8
-
-
... More
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
20
-
-
... More
100.35.10:Testing 600mm DI/CI pipeline with potable water to the required test pressure. 600 mm dia Observed Data derived from item no.1029 of PHED DATA
4000
-
-
... More
100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure. 400 mm dia Observed Data derived from item no.1026 of PHED DATA
30
-
-
... More
15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar
7.5
-
-
... More
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)
7.29
-
-
... More
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.
3.75
-
-
... More
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
847.8
-
-
... More
100.32.5:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 100mm Double Acting Air Valve.
3
-
-
... More
OD233041/2023-2024:Installation of flow meter in the existing water supply system including conveying , Laying ,Jointing of 5D, 3D pipe fittings , Dismantling joint etc complete including cost of jointing materials
1
-
-
... More
OD233042/2023-2024:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) DI/CI/MS Pipes conforming to IS: 8329, excluding cost of pipe and specials: 600mm diameter DI/CI/MS Double Flanged pipes.
30
-
-
... More
Construction of Valve chamber
-
-
-
... More
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
21.25
-
-
... More
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
4.91
-
-
... More
4.1.5: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 20 mm nominal size)
1.09
-
-
... More
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
1.75
-
-
... More
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
6.61
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2.04
-
-
... More
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.
81.2
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
8.92
-
-
... More
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
668.88
-
-
... More
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
24.9
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%