Kerala Water Authority Tender

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The KWA has issued a formal invitation for competitive bids for the Kerala Water Authority project, for Amrut 2 Proposal For 100per Coverage In Puthenpally Sreekandeswaram Part And Various Wards Under Kuriathy Section In Tvm Mc Repla Exist Lines And Exten Of Exist Lines And Providing New Lines With Fhtcs Pac Iii in Thiruvananthapuram, Kerala, with an estimated contract value of Rs. 21,30,803. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 09-06-2025. Interested bidders for Kerala Water Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Kerala Water Authority - KWA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 21,30,803 
Notes
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Costs

Description

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BOQ Items

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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.

252.34

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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.

500

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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.

59.68

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100.9.9: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): 110 mm nominal outside diameter pipes.

500

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100.98.1008:Engaging Coolie.

7

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100.98.1009:Engaging Fitter ( grade 1).

1

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OD260146/2024-2025:Providing lighting during night work with generator and other necessary apparatus after conveyance to site including cost of fuel, lubricating oil and others for cost of staff, etc complete.

2

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OD794/2025-2026: Interconnection of existing 160 mm pvc pipe line with newly laid 110 mm pvc excluding earth work excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing Tee, taking connection including supplying all necessary pipes and specials etc complete.

1

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OD793/2025-2026:Interconnection of existing pvc pipe line with newly laid 110 mm pvc pipe line excluding earth work excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing Tee, taking connection including supplying all necessary pipes and specials etc complete.

3

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100.60.1.2.2:Providing 20mm (3/4 inch) house connection with 20mm (3/4 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.

25

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100.60.3.2.1:Providing additional length of house connection pipe using 25mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers

200

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100.60.12.4.1:Providing 15mm PVC Tap in the water meter assembly for 20mm connection, using 25mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.

25

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OD227374/2024-2025:Alteration of house connection/street tap connection including earthwork excavation, supplying and fitting suitable saddle piece, supplying and fitting 20 mm brass ferrule 1no,20 mm GM full way wheel valve 1no,Tap ,20mm ASTM Sch-80 pipe and other specials, other specials etc. and connecting

50

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OD275235/2024-2025:DISCONNECTION/DUMMYING OF EXISTING OUTDATED GI/AC/PVC PIPES FROM SERVICE MAINS.

3

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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)

25.18

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100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.

25.15

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100.59.3:Restoring the road surfaces by providing and laying factory made cold bitumen-aggregate pot-hole repair mix in two layers of 25mm thick (total 50mm thick), by cleaning the surface with brooms etc. to remove dust/debris/water etc, placing the premix, compacting properly with hand-rammer etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.

251.8

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Valve chamber

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15.43.2:Dismantling 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:Bituminous road

1.69

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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

2.028

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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)

0.169

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

4.592

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5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars

70

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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)

1.002

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100.31.1.2: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 I.

1

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OD275613/2024-2025:Conveying CI MH cover with frame from the depth store to site and placing in position etc. complete

1

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Supplying of materials

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100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia.

500

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OD275146/2024-2025:Supply of 110mm PVC Flange Adapter

2

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OD275144/2024-2025:Supply of 110mm PVC TEE

3

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OD227378/2024-2025:Supply of 160 mm PVC TEE

1

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OD275168/2024-2025:Providing 110mm endcap

1

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OD275169/2024-2025:Supply of 110mm PVC Bend

2

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

1

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OD275157/2024-2025:560 mm dia cover with frame (heavy duty)

1

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