Kerala Water Authority Tender
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Kerala Water Authority - KWA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Jul 2024
Closing Date31 Jul 2024
Tender Amount₹ 84,73,551
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KWA_682301_1Tender No
24/24296/2023_26_5_4/WSD/NTATender 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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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)
108
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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.
2.16
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15.9.2: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 cement mortar
3.6
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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.
1846.2
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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.
1500
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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.
2550
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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.
300
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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.
300
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OD70312/2024-2025:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling, such Tee, bend, flanges etc complete . External work 150 mm dia nominal bore class B Pipe excluding charge of Tar/Concrete cutting-(weight 19.5kg/mt)
12
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OD70313/2024-2025:Fabricating 150 x 150 x 50mm MS Flanged Tee including Fabrication Charge Cutting ,Grinding Welding cost of Flange all labour charges etc complete
2
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OD70314/2024-2025:Fabricating 150x150x80mm MS Flanged Tee including Fabrication Charge Cutting ,Grinding Welding cost of Flange all labour charges etc complete
2
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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.
10
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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.
3
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100.32.3: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): 50mm Double Acting Air Valve.
2
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OD70315/2024-2025:Inter connection from Newly laid 160mm Pipe to existing 110/90/75 mm PVC Pipe with all specials labour charges etc complete.
8
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OD70316/2024-2025:Interconnection with existing150 mm Valve to newly laid 160mm PVC Pipe lines including 160mm CIR Joint and labour charges etc complete
1
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OD70317/2024-2025:Alteration with the existing water connection / SF connection Alteration using 20/25mm Indian<br>Standard Class 6 uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA(Brass Threaded,), FTA (Brass Threaded,), couplers etc. and connecting with the mains ,testing the joints etc. complete including trenching and refilling in all kinds of soil.
90
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OD70318/2024-2025:Labour engaging fixing Sluice/Air valves and related other works
15
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100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
300
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100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
300
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100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
2550
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OD70319/2024-2025:Supply of 150mm CID/160mm CIR Joint
3
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OD70320/2024-2025:Supply of 150mm Flanged tail piece
3
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OD70322/2024-2025:Supply of 80mm Flanged tail piece
10
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OD70323/2024-2025:Supply of 80mm CID Joint-(Class-15)
6
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OD70672/2024-2025:Supply 75mm (10kg) Specials Including (Tee/bend/FTA/MTA)
15
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OD70325/2024-2025:Supply of 90mm (10kg) Specials, including bends,Tee,FTA & MTA.
24
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OD70326/2024-2025:Supply of 160mm (10kg) PVC Specials, bends, Tee /PVC Tailpiece
32
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OD70327/2024-2025:Supplying & Fixing 50mm CI/GM Flanged Sluice valve for fixing Isolation of 50mm Air Valve including fixing charge
2
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100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.
2
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100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
10
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100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
3
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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)
0.96
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Construction of Valve Chamber
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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
35.49
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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)
2.54
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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)
19.7
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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.
87.6
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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
1674.08
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13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
82.35
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OD70328/2024-2025:Supply and providing heavy duty MH cover with frame of size 560mm dia
15
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Road restoration
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
396
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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
198
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11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
198
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