Kerala Water Authority Tender
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Kerala Water Authority - KWA Tender
Civil And Construction
Eprocure
Opening Date30 Jan 2025
Closing Soon5 Feb 2025
Tender Amount₹ 57,98,315
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Amrutamrut2 Swap 3 Proposal For 100perc Coverage In Kalady Pappanamcode Melamcode Estate Nemom Ponnumangalam And Punnakamughal Part Wards Under Karamana Section In Thiruvananthapuram Municipal Corporation Package 4pipeline Work
Description
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Contact
Tender Id
2025_KWA_732303_1Tender No
WRD/KWA-CE(SR)/TR/74/2025Tender 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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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.
400
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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.)
400
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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.
1255
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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.
1800
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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.
2000
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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.
5
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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.
5
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OD189367/2024-2025:Taking connection from the existing main (single boring), including earthwork excavation supplying and fitting 25mm saddle piece 1 nos,25mm brass ferrule 1 nos, 25mm GM full way valve wheel valve 1 nos, bend 1nos, union 1nos, 32mm pvc adapter 1 nos,110x32 pvc reducer 1nos etc. and connecting the newly laid main,testing the joints etc. complete
4
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OD189368/2024-2025:Taking connection from the existing main (double boring), including earth work excavation ,boring the main, supplying and fitting saddle piece 2 nos,25mm brass ferrule 2 nos, 25mm GM full way valve wheel valve 2 nos, bend 2nos, union 2nos, 32mm pvc adapter 2 nos,110x32 pvc reducer 2nos and connecting the newly laid main testing the joint etc. complete. Rate as per item No 100.1.1 of SH KWA approved data
8
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Appendix B - Construction of Valve Chamber
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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.
5.07
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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
11.83
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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)
0.85
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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)
5.63
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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
450
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Appendix C
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100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
2500
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OD189356/2024-2025:Supplying 20mm ASTM Pipe
120
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OD189357/2024-2025: Supplying and conveying of heavy duty CI MH cover with frame
5
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OD189359/2024-2025:Supplying and Fixing PVC Reducer 160x110/110x75/110x63 mm as per site condition
5
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OD189358/2024-2025:Supply of 110 mm 90 degree bend
8
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OD189355/2024-2025:Supply of 110 mm PVC 45 degree Bend
8
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OD189382/2024-2025:Interconnection with newly laid line with existing line with PVC/CI/DI Tee (12.5kg/cm2) and reducer CID/CIR joints (3 Nos) suitable to the newly line including cutting the existing line without damages to the line, bailing out water, traffic controlling cleaning and grinding the edges ready for joint including all labour charges cost of materials as per the direction of departmental officers
2
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OD189384/2024-2025:Supply PVC Tee 110mm
5
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OD189386/2024-2025:Supplying, conveying and fixing 25mm/40mm air valves to be put in PVC distribution line as per the direction of the departmental office
4
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OD189387/2024-2025:Providing and fixing in position industrial type pressure gauges with gun metal/brass valves in pipe lines including all specials etc complete
2
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Appendix D
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OD189364/2024-2025: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-40 pipe and other specials,etc. , connecting the newly laid line, testing the joints etc. as per the direction of departmental officials.
320
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OD189361/2024-2025:Supply and fixing 1 inch ASTM pipe SCH 40
50
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OD189362/2024-2025:Restoration of the Tar cut portion using instant road repair mix after removing debris,consolidating, ramming existing surface and placing in position repair mix as required, ramming, levelling, finishing to the existing road level including cost of instant road repair mix, all labour, hire of tools and plants etc complete as per the direction of departmental officers.
5
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OD189365/2024-2025:110 mm End cap
20
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OD189363/2024-2025:Supplying 90mm CIR
8
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OD189360/2024-2025:Supply of CIR JOINTS-110mm
10
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OD189366/2024-2025:Fixing of 200mm sluice valve in 200mm dia DI/CI LINE, Including cost for suppplying,fixing ,aligning the valve in proper direction as per the direction from the departmental officer
1
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Appendix - F Road restoration
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11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
300
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4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
150
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4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
150.23
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75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1001.5
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5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2010
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75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
2003
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5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65)
2003
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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
2
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