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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | ₹1.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 L+₹1,108.02 (0.94%)Rejected-Finance | ₹1.2 L+₹1,108.02 (0.94%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M.MAHENDRAN L2 | PRABHA INDUSTRY L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and cleaning and levelling the site etc.,complete | 156 | M3 | 220.8 ₹34,444.8 | 220.25 ₹34,359 Lowest |
| 2.00Supply and delivery of special and pipes including cost and conveyance of all charges etc completed | |||||
| 2.01 | 63 mm pvc pipe 6kgs | 460 | M | 74.4 ₹34,224 | 73.6 ₹33,856 Lowest |
| 2.02 | 63 mm pvc Tee | 5 | No | 26 ₹130 Lowest | 26 ₹130 Lowest |
| 2.03 | 63 mm pvc Elbow | 5 | No | 46.3 ₹231.5 Lowest | 46.3 ₹231.5 Lowest |
| 2.04 | 63 mm pvc End cap | 5 | No | 17.9 ₹89.5 Lowest | 17.9 ₹89.5 Lowest |
| 2.05 | 63 mm MTA | 2 | No | 23.1 ₹46.2 Lowest | 23.1 ₹46.2 Lowest |
| 2.06 | 50mm GM Gate valve | 4 | No | 2,370.2 ₹9,480.8 Lowest | 2,370.2 ₹9,480.8 Lowest |
| 2.07 | 63x15mm saddle | 5 | No | 58 ₹290 Lowest | 58 ₹290 Lowest |
| 2.08 | 25mm pvc coupling | 5 | No | 3.2 ₹16 Lowest | 3.2 ₹16 Lowest |
Tender Value
₹1.2 L
EMD Value
₹1,200
Closing Date
8 Jul 2026, 3:00 pmClosed
Commissioner
Palakkad Main Road
Providing Distribution Main pipe line at WARD No 26 MLA Stret, Sivasakthi Nagar in Madukkarai Municipality
2026_MAWS_683210_1
561-10/2026/E1
Open Tender
Civil Works
Works
30 days
Madukkarai Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,200
16 Jul 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
29 Jun 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and cleaning and levelling the site etc.,complete | 156 | M3 | - | - |
| 2Supply and delivery of special and pipes including cost and conveyance of all charges etc completed | |||||
| 2.01 | 63 mm pvc pipe 6kgs | 460 | M | - | - |
| 2.02 | 63 mm pvc Tee | 5 | No | - | - |
| 2.03 | 63 mm pvc Elbow | 5 | No | - | - |
| 2.04 | 63 mm pvc End cap | 5 | No | - | - |
| 2.05 | 63 mm MTA | 2 | No | - | - |
| 2.06 | 50mm GM Gate valve | 4 | No | - | - |
| 2.07 | 63x15mm saddle | 5 | No | - | - |
| 2.08 | 25mm pvc coupling | 5 | No | - | - |
stage.html
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tech_eval.pdf
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finance_821272.pdf
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BOQ_821272.xls
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