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 Kiifb Gap Filling Work And Restoration Workof Anayadi Koodal Road In Pandalam Thekkekkara Panchayath Pipeline Work in Pathanamthitta, Kerala, with an estimated contract value of Rs. 14,17,804. The bid opening date for this tender is 23-04-2025 and the last date for bid submission is 24-04-2025. 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
Opening Date23 Apr 2025
Closing Date24 Apr 2025
Tender Amount₹ 14,17,804
Costs
EMD
₹ 35,445Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KWA_759904_1Bid Award Id
ViewTender No
03/2025-26/EE/PH/PTATender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
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Supplying and fixing new interlock
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18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
2
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OD261375/2024-2025:Cutting GI pipe and specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete.
1318.8
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OD260442/2024-2025:Interconnecting the newly laid line with existing pipe line using 90/75/63mm PVC /GI tee and providing end plug at existing line with suitable specials etc complete. as per the direction of departmental officers.
3
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100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
600
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18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
15
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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)
17.5
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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.
15
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OD260462/2024-2025:Supplying and fixing valve protection tube
12
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OD260411/2024-2025:Specials for PVC pipes etc as per specifications
213840
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18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
42
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OD260121/2024-2025:Providing and applying chemical used for binding shell mac
10
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10.22:Welding by gas or electric plant including transportation of plant at site etc. complete.
3391.2
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OD260410/2024-2025:Supplying 150 mm GI pipe (M)
102
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15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
4.32
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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.
102
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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
6
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OD260440/2024-2025:Specials for GI pipes etc as per specifications
169037.46
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OD260439/2024-2025:Constructing RCC chamber 90x90x100 cm inside, in for sluice valve, RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand: 8 graded stone aggregate 40 mm nominal size) and complete as per standard design
3
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100.9.8: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): 90 mm nominal outside diameter pipes.
600
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100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
144
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Gap work Filling
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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.
144
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OD260120/2024-2025:Conveying, supplying and stacking ready to use Shell mac/ Premixed Bitumen Aggregate mix - 25 Kg (1Bag) cold mix bags an instant pot hole filling mixture from authorizes
2000
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OD260455/2024-2025:Shifting,water connection/tap connection from the existing line to the newly laid line ,providing end plug at existing pipe line including the cost of all specials such as valves, saddle ,nipple ,elbow,required length ASTM pipe ,all labour charges etc as per the direction of departmental officers
15
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OD260443/2024-2025:Interconnecting newly laid line with existing pipe line using 200/160/140/110 PVC Tee /saddle with welded coupling and suitable reducer,CID/CIR joint 2 set in proper line and level alignment as per the direction of departmental officers
1
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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)
26.63
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OD260122/2024-2025:Labour for applying chemicals and Shell mac and for laying and compacting GSB
18
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16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
50
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16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
100
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55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
50
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Pathanamthitta, Kerala