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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | ₹9.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.9 LRejected-AOC | ₹9.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹10.5 LRejected-AOC | ₹10.5 L | L3 | Rejected-AOC L3 |
| 4 | L4₹11.8 LRejected-AOC | ₹11.8 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M.P ANEER L1 | k n babu L4 | K K BAKKER L3 | udayakumar L2 |
|---|---|---|---|---|---|---|---|
| 1.00Working Charges | |||||||
| 1.00 | 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 | 315.2 | sqm | 150 ₹47,280 | 389.84 ₹1.2 L | 350 ₹1.1 L | 443 ₹1.4 L |
| 1.00 | 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. | 304.95 | cum | 450 ₹1.4 L | 594 ₹1.8 L | 450 ₹1.4 L | 520 ₹1.6 L |
| 1.00 | 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. | 37.3 | Kwh | 15 ₹559.50 | 34.59 ₹1,290.21 | 35 ₹1,305.50 | 329 ₹12,271.70 |
| 1.00 | 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. | 536 | metre | 8 ₹4,288 | 29 ₹15,544 | 15 ₹8,040 | 32 ₹17,152 |
| 1.00 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | 258 | metre | 200 ₹51,600 | 126.09 ₹32,531.22 | 130 ₹33,540 | 150 ₹38,700 |
| 1.01 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 280 | metre | 550 ₹1.5 L | 380.56 ₹1.1 L | 430 ₹1.2 L | 520 ₹1.5 L |
| 1.01 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | 1 | no | 9,000 ₹9,000 | 8,882.34 ₹8,882.34 | 12,000 ₹12,000 | 13,000 ₹13,000 |
| 1.01 | OD153803/2024-2025:Supply of 150mm CID joint with accessories. | 2 | set | 1,000 ₹2,000 | 1,214.95 ₹2,429.90 | 1,300 ₹2,600 | 1,100 ₹2,200 |
| 1.01 | OD153808/2024-2025:Supply of 150mm DI one side flanged tail piece for fixing D/F valve, including all materials, etc complete as per the direction of departmental officers | 2 | no | 2,000 ₹4,000 | 2,393.13 ₹4,786.26 | 2,500 ₹5,000 | 1,500 ₹3,000 |
Tender Value
₹13.5 L
EMD Value
₹33,756
Closing Date
2 Mar 2026, 2:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, Water Works Subdivision, Vyttila, Kochi-20
DEPOSIT Utility shifting work in Tank Bund Road KMRL KIIFB Laying 160mm PVC pipe and 90mm PVC pipe along Chilavanoor Bund Road in div no.57 New 28 Old of Kochi Corporation Pipeline Work
2026_KWA_839606_1
WRD/KWA-CE(CR)/TR/26844/2024
Open Tender
Civil Works - Water Works
Chilavanoor Bund Road in div no.57(New), 28(Old) of
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹33,756
20 Apr 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Working Charges
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
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.
100.7.1: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.
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
OD153803/2024-2025:Supply of 150mm CID joint with accessories.
OD153808/2024-2025:Supply of 150mm DI one side flanged tail piece for fixing D/F valve, including all materials, etc complete as per the direction of departmental officers
OD154201/2024-2025:Supply 90mm CIR joint
OD154200/2024-2025:Supply 110mm CIR joint
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.
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.
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.
OD153810/2024-2025:Shifting the public hydrants/ house connections with 3/4" UPVC/ASTM pipe and specials from the existing service line to newly laid 90mm/160mmPVC line at different places as per the direction of department officer.
OD154154/2024-2025:Interconnecting the newly laid 90 mm PVC pipe with existing 90mm PVC pipe by using 90mm Tee/elbow etc., including the cost of all specials and labour etc., complete as per the direction of departmental officers.
OD154156/2024-2025:Interconnecting the newly laid 160mm PVC pipe with existing 315mm HDPE pipe by using 300x100mm MS saddle clamp, 110mm MTA,110mm cut pipe,110x160mm reducer etc., including the cost of all specials and labour etc., complete as per the direction of departmental officers.
OD154199/2024-2025:Air vent line fixing in 90 mm PVC pipe by using 80x50mm saddle clamp,63mm PVC elbow,63mm PVC pipe,63mm PVC end cap,63mm PVC MTA supplied by the contractor and placing in position,jointing with solvent cement including cost of labour hire for tools and plants etc.complete as per direction of departmental officers.
OD154202/2024-2025:Air vent line fixing in 160mm PVC pipe by using 150x50mm saddle clamp,63mm PVC elbow,63mm PVC pipe,63mm PVC end cap,63mm PVC MTA supplied by the contractor and placing in position,jointing with solvent cement including cost of labour hire for tools and plants etc.complete as per direction of departmental officers.
OD154155/2024-2025:Discarding existing old 90mmPVC pipe by cutting and end capping both sides with suitable specials etc., including all labour charges etc., complete as per the direction of departmental officers
100.98.1008:Engaging Coolie.
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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