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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC First lowest |
| 2 | L2₹9.1 LRejected-AOC | ₹9.1 L | L2 | Rejected-AOC Second lowest |
| 3 | L3₹9.4 LRejected-AOC | ₹9.4 L | L3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | M.P ANEER L2 | N S SUBASH L1 | udayakumar L3 |
|---|---|---|---|---|---|---|
| 1.00Working Charges | ||||||
| 1.00 | 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. | 108 | sqm | 110 ₹11,880 | 104.9 ₹11,329.2 Lowest | 110 ₹11,880 |
| 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 | 138.4 | sqm | 260 ₹35,984 Lowest | 341.5 ₹47,263.6 | 290 ₹40,136 |
| 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. | 261.84 | cum | 510 ₹1,33,538.4 Lowest | 522.21 ₹1,36,735.47 | 555 ₹1,45,321.2 |
| 1.00 | 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. | 2 | cum | 759 ₹1,518 | 623.9 ₹1,247.8 | 555 ₹1,110 Lowest |
| 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. | 400 | metre | 10 ₹4,000 Lowest | 24.82 ₹9,928 | 36 ₹14,400 |
| 1.01 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 16 | sqm | 10 ₹160 Lowest | 140.56 ₹2,248.96 | 90 ₹1,440 |
| 1.01 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 384 | metre | 550 ₹2,11,200 | 329.04 ₹1,26,351.36 Lowest | 650 ₹2,49,600 |
| 1.01 | 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. | 384 | metre | 300 ₹1,15,200 | 187.07 ₹71,834.88 Lowest | 202 ₹77,568 |
| 1.01 | 100.98.1008:Engaging Coolie. | 7 | no | 100 ₹700 Lowest | 833.28 ₹5,832.96 | 878 ₹6,146 |
Tender Value
₹11.1 L
EMD Value
₹27,694
Closing Date
29 May 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, Water works subdivision,Vytila Kochi-20
DEPOSIT Laying Ponneth road Improving water supply to South Ponneth road by laying 160mm PVC pipe in div 28 old 49 new of Kochi Corporation Pipeline Work Pipeline Work
2026_KWA_852487_1
WRD/KWA-CE(CR)/TR/4357/2026
Open Tender
Civil Works - Water Works
Item Rate
South Ponneth road
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹27,694
18 Jul 2026
22 May 2026
30 May 2026
22 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working Charges | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 | - | sqm | - | - |
| 1.003 | 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. | 1 | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 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. | - | metre | - | - |
| 1.006 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | - | sqm | - | - |
| 1.007 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | - | metre | - | - |
| 1.008 | 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. | - | metre | - | - |
| 1.009 | 100.98.1008:Engaging Coolie. | - | no | - | - |
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