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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹56.7 L+₹6.6 L (13.2%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹66.7 L+₹16.6 L (33.1%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹66.8 L
EMD Value
₹50,000
Closing Date
26 Jul 2024, 2:00 pmClosed
Executive Engineer
Executive Engineer, PH Division, Kochi-16
AMRUT-2.0 Improving water supply at Palarivattom,Edappally,Vennala area replacement of old pipes-laying distribution mains from Palarivattom toVadathoduImproving water supply to Kochi corporation Dn 34,35,36,37 and 40 (NEW) (old 32,49 and 50) by layi
2024_KWA_681115_1
WRD/KWA-CE(CR)/TR/6490/2024
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kochi Corporation area
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹50,000
13 Sept 2024
18 Jul 2024
27 Jul 2024
18 Jul 2024
26 Jul 2024
18 Jul 2024
18 Jul 2024 - 26 Jul 2024
Amount
Working Charges
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.
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
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)
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.
OD5323/2024-2025:Making holes in side wall of RCC drain for taking the pipe line through the hole and sealing the hole water tight after laying pipeline (hole up to 160 mm dia pipe) including all charges of tools, machinery, materials, labour, rent for generator, cutter, cutting wheel, etc complete
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.
100.1.2: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 3m, 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.
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.
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.
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
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
OD61547/2024-2025:PVC specials 3% of cost of PVC pipes
OD61685/2024-2025:SupplyPVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 160 mm dia. 45 degree Bend
OD61689/2024-2025:Supply,Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 160 mm PVC end cap
100.98.1008:Engaging Coolie.
100.98.1009:Engaging Fitter ( grade 1).
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD3992/2024-2025:Hire charges for float made out of PVC/M.S or other materials for fixing M.S clamp in the side of thodu and fixing M.S angle and pipe line including all charges of hire, conveyance, taking it back after completion of work etc. complete
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
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.
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.
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.
OD316597/2023-2024:Interconnecting the existing 160mm PVC pipe with newly laid 160 mm PVC pipe by fixing 90 degree PVC 160mm bend,160mm CIR joints, PVC pipe, including all charges of labour, material, conveyance, hire charges, etc complete
OD316934/2023-2024:Interconnection work between 160mm PVC to 90mm/75mm/63mm/40mm PVC pipe line by using 160x50mm MS Saddle clamp,63mm PVC MTA,63mm PVC Elbow, 63mm PVC Pipe,etc complete. Including cost of labor and materials etc complete.
OD318580/2023-2024:Interconnecting the 150 mm AC pipe with 63 mm PVC pipe using using 150 x 50mm MS saddle clamp, 63 mm MTA, 63 mm PVC pipe
OD316993/2023-2024:Interconnecting the newly laid 63mm PVC Pipe line to the existing 63mm PVC Pipeline by using 63mm PVC Tee supplied by the contractor and placing in position,jointing with solvent cement and testing to the required test pressure,including cost of saddle clamp,adapter,labour charges and hire for tools,etc..complete.
OD2985/2024-2025:Interconnection work between 110mm PVC to 90mm /75mm/63mm/50mm/40mm pvc pipe line by using 100mmx50 mm MS clamp, 63 mm MTA, 63 mm Elbow, 63 mm pvc pipe, 63x90/75/40 PVC reducer, etc complete Including cost of Labour charges and material cost etc complete
OD3175/2024-2025:Interconnecting 160 mm PVC pipe with 100 mm AC pipe using 160 mm PVC Tee, 160 mm and 110 mm PVC pipe, 160 x 110 mm Reducer, 100 mm CIR joint
OD2970/2024-2025:Interconnection of 150 mm AC with 160 mm PVC Pipe using 160 mm PVC Tee, CID joint, and suitable specials etc, complete as per the direction of Department officers.
18.34.1:Constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and 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 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.31.2.2: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 II.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
100.31.1.4: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 I.
OD316531/2023-2024:Discarding Existing pipe lines 110/90/75/63/50mm Pvc pipe endcapped both ends using Proper End cap supplied by the contractor and placing in position,jointing with solvent cement and testing to the required test pressure,including cost of saddle clamp,adapter,labour charges and hire for tools,etc..complete.
OD316532/2023-2024:Shifting the public hydrants/ house connections with 20mm ASTM pipe and specials from the existing line to the newly laid pipes at different places
100.60.1.3.2:Providing 20mm (3/4 inch) house connection with 15mm (1/2 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.
100.60.2.3.2:Providing 20mm (3/4 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm 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.
100.60.3.1.1:Providing additional length of house connection pipe using 20mm 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
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
16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.
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)
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.)
OD14237/2024-2025: Fixing MS bracket for supporting MS angle to lay 63mm PVC pipe by taking out rubble from retaining wall, fixing MS bracket in PCC 1;2;4, including all charges of scaffolding, labour, material, curing etc. complete
SUBASH N C
VISHNUKUMAR M
Bidder Name
BIJU T R
VISHNUKUMAR M
SUBASH N C
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1059504.pdf
boq_comp_chart.xlsx
xlsx
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