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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹1.1 Cr+₹2.1 L (1.91%)Rejected-AOC | ₹1.1 Cr+₹2.1 L (1.91%) | L2 | Rejected-AOC 2nd lowest bidder |
| 3 | L3₹1.2 Cr+₹9.6 L (8.81%)Rejected-AOC | ₹1.2 Cr+₹9.6 L (8.81%) | L3 | Rejected-AOC 3rd lowest bidder |
| 4 | L4₹1.3 Cr+₹16.9 L (15.6%)Rejected-Finance KWA CONTRACTOR KANJIRAMVILAYIL PADINJATTEKKARA THEVALAKKARA | ₹1.3 Cr+₹16.9 L (15.6%) | L4 | Rejected-Finance 4th lowest bidder |
| 5 | L5₹1.6 Cr+₹50.3 L (46.4%)Rejected-Finance | ₹1.6 Cr+₹50.3 L (46.4%) | L5 | Rejected-Finance 5th lowest bidder |
| Sl No | Description | Qty | Unit | B SIVAPRASAD L3 | SATHEESH KUMAR T L1 | SUJAI S L4 | Sreehari R L2 | DINESH N.R L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A Pipe Laying | ||||||||
| 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. | 6,000 | metre | 10 ₹60,000 Lowest | 20 ₹1,20,000 | 27 ₹1,62,000 | 10 ₹60,000 Lowest | 10 ₹60,000 Lowest |
| 1.00 | 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) | 120 | cum | 1,850 ₹2,22,000 | 200 ₹24,000 Lowest | 1,670 ₹2,00,400 | 1,480 ₹1,77,600 | 1,750 ₹2,10,000 |
| 1.00 | 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. | 120 | cum | 200 ₹24,000 Lowest | 436 ₹52,320 | 250 ₹30,000 | 280 ₹33,600 | 300 ₹36,000 |
| 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. | 900 | sqm | 100 ₹90,000 | 70 ₹63,000 Lowest | 123 ₹1,10,700 | 85 ₹76,500 | 100 ₹90,000 |
| 1.00 | 100.1.5: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 50 m, in Ordinary Rock. | 5,790 | cum | 650 ₹37,63,500 | 425 ₹24,60,750 Lowest | 650 ₹37,63,500 | 585 ₹33,87,150 | 1,000 ₹57,90,000 |
| 1.01 | 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 | 500 | sqm | 100 ₹50,000 | 150 ₹75,000 | 110 ₹55,000 | 100 ₹50,000 | 80 ₹40,000 Lowest |
| 1.01 | 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. | 2,812.42 | Kwh | 20 ₹56,248.4 Lowest | 39 ₹1,09,684.38 | 21 ₹59,060.82 | 25 ₹70,310.5 | 25 ₹70,310.5 |
| 1.01 | 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. | 6,500 | metre | 115 ₹7,47,500 | 153 ₹9,94,500 | 120 ₹7,80,000 | 90 ₹5,85,000 Lowest | 153 ₹9,94,500 |
| 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. | 3,000 | metre | 180 ₹5,40,000 | 200 ₹6,00,000 | 200 ₹6,00,000 | 140 ₹4,20,000 Lowest | 242 ₹7,26,000 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
16 Mar 2026, 2:00 pmClosed
Superintending Engineer
Superintending Engineer PH Circle ,Kollam
AMRUTReplacement of old AC pipes and service connection shifting at Vadakkevila, Eravipuram and Kilikolloor areas of Kollam Corporation under WSSn no. 3 Kollam- Pipeline Work
2026_KWA_844642_1
40/2025-26/SE/Q
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kollam
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,515
₹50,000
7 Sept 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
6 Mar 2026 - 16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Pipe Laying | |||||
| 1.001 | 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. | 6,000 | metre | - | - |
| 1.002 | 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) | 120 | cum | - | - |
| 1.003 | 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. | 120 | cum | - | - |
| 1.004 | 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. | 900 | sqm | - | - |
| 1.005 | 100.1.5: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 50 m, in Ordinary Rock. | 5,790 | cum | - | - |
| 1.006 | 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 | 500 | sqm | - | - |
| 1.007 | 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. | 2,812.42 | Kwh | - | - |
| 1.008 | 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. | 6,500 | metre | - | - |
| 1.009 | 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. | 3,000 | metre | - | - |
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