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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | ₹6.1 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹6.6 LRejected-AOC | ₹6.6 L | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹7.0 LRejected-AOC | ₹7.0 L | L3 | Rejected-AOC Third Lowest |
| 4 | L4₹7.0 LRejected-AOC | ₹7.0 L | L4 | Rejected-AOC Highest |
| Sl No | Description | Qty | Unit | Anoop AJ L3 | SANTHANU A S L2 | AJITH KUMAR SN L1 | Mohandas M L4 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A - Labour 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 | 6 | sqm | 354.98 ₹2,129.88 | 271.5 ₹1,629 Lowest | 453.36 ₹2,720.16 | 400 ₹2,400 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 7.5 | cum | 1,244.16 ₹9,331.2 | 947.25 ₹7,104.38 Lowest | 1,588.97 ₹11,917.28 | 1,500 ₹11,250 |
| 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. | 177 | cum | 542.82 ₹96,079.14 | 417 ₹73,809 Lowest | 693.26 ₹1,22,707.02 | 500 ₹88,500 |
| 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. | 150 | metre | 25.64 ₹3,846 | 21 ₹3,150 | 5 ₹750 Lowest | 18 ₹2,700 |
| 1.00 | 100.98.1008:Engaging Coolie. | 1 | no | 866.17 ₹866.17 Lowest | 900 ₹900 | 1,106.22 ₹1,106.22 | 900 ₹900 |
| 1.01 | 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. | 350 | metre | 83.49 ₹29,221.5 | 66 ₹23,100 Lowest | 106.63 ₹37,320.5 | 90 ₹31,500 |
| 1.01 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | 4 | no | 3,892.47 ₹15,569.88 | 3,000 ₹12,000 Lowest | 4,971.22 ₹19,884.88 | 4,900 ₹19,600 |
| 1.01 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. | 1 | no | 5,238.46 ₹5,238.46 | 4,125 ₹4,125 Lowest | 6,690.24 ₹6,690.24 | 6,500 ₹6,500 |
| 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 | 7,912.25 ₹7,912.25 | 4,875 ₹4,875 Lowest | 10,105.05 ₹10,105.05 | 9,500 ₹9,500 |
Tender Value
₹8.7 L
EMD Value
₹21,863
Closing Date
26 May 2026, 3:30 pmClosed
ASSISTANT EXECUTIVE ENGINEER
KWA WW EAST SUBDIVISION PTP NAGAR TVPM
Deposit work Laying 90mm PVC pipe at Ellankam chilanthi vala kulam road and Telugu chetty street Karamana of Karamana corporation ward Pipeline Work
2026_KWA_852127_1
TR/11512/2025_26_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
KWA WW EAST SUBDIVISION PTP NAGAR TVPM
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,930
₹21,863
Yes
2 Jul 2026
20 May 2026
29 May 2026
20 May 2026
26 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Labour charges | |||||
| 1.001 | 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 | - | - |
| 1.002 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 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. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 100.98.1008:Engaging Coolie. | - | no | - | - |
| 1.006 | 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. | - | metre | - | - |
| 1.007 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. | - | no | - | - |
| 1.008 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. | - | no | - | - |
| 1.009 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | - | no | - | - |
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