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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.3 LRejected-AOC | ₹4.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹5.3 LRejected-AOC | ₹5.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | AKSHAY KR L2 | udayakumar L1 | adarshengineers 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. | 150 | sqm | 109.94 ₹16,491 Lowest | 136 ₹20,400 | 130 ₹19,500 |
| 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 | 78 | sqm | 357.9 ₹27,916.2 Lowest | 443 ₹34,554 | 420 ₹32,760 |
| 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. | 138.6 | cum | 547.3 ₹75,855.78 Lowest | 678 ₹93,970.8 | 640 ₹88,704 |
| 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. | 180 | metre | 26.01 ₹4,681.8 | 32 ₹5,760 | 25 ₹4,500 Lowest |
| 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. | 44.76 | Kwh | 31.76 ₹1,421.58 Lowest | 39 ₹1,745.64 | 35 ₹1,566.6 |
| 1.01 | 100.98.1008:Engaging Coolie. | 3 | no | 873.32 ₹2,619.96 Lowest | 1,082 ₹3,246 | 1,000 ₹3,000 |
| 1.01 | 100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | 60 | metre | 81.03 ₹4,861.8 Lowest | 100 ₹6,000 | 115 ₹6,900 |
| 1.01 | 100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia. | 240 | metre | 58.06 ₹13,934.4 Lowest | 71 ₹17,040 | 95 ₹22,800 |
| 1.01 | 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. | 240 | metre | 84.18 ₹20,203.2 Lowest | 104 ₹24,960 | 104 ₹24,960 |
Tender Value
₹5.3 L
EMD Value
₹13,360
Closing Date
23 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
WW Sub Division, Karuvelippady
Laying 63mm and 75mm PVC pipe(6kg/cm2) at various places in Div No.13(new)
2026_KWA_836860_1
WRD/KWA-CE(CR)/TR/23867/25_26
Open Tender
Civil Works - Water Works
Item Rate
90 days
Div No.13(new)
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
Yes
₹13,360
Yes
11 Aug 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
16 Feb 2026 - 23 Feb 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 | 100.8.1: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 | 100.7.1: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. | 1 | Kwh | - | - |
| 1.006 | 100.98.1008:Engaging Coolie. | - | no | - | - |
| 1.007 | 100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | - | metre | - | - |
| 1.008 | 100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia. | - | metre | - | - |
| 1.009 | 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. | - | metre | - | - |
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