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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38,802.01Accepted-AOC | ₹38,802.01 | L1 | Accepted-AOC L1 |
| 2 | L2₹38,923.03+₹121.02 (0.31%)Rejected-Finance | ₹38,923.03+₹121.02 (0.31%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SP ENGINEERING 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 | 41 | M3 | 220.8 ₹9,052.8 | 220.25 ₹9,030.25 Lowest |
| 2.00Supply and delivery of special and pipes including cost and conveyance of all charges etc completed | |||||
| 2.01 | 63 mm pvc pipe 6 ksc | 100 | Rmt | 74.4 ₹7,440 | 73.6 ₹7,360 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 bend | 5 | No | 42.2 ₹211 Lowest | 42.2 ₹211 Lowest |
| 2.05 | 63 mm pvc End cap | 5 | No | 17.9 ₹89.5 Lowest | 17.9 ₹89.5 Lowest |
| 2.06 | 63 mm MTA | 2 | No | 23.1 ₹46.2 Lowest | 23.1 ₹46.2 Lowest |
| 2.07 | 63x15mm saddle | 7 | No | 58 ₹406 Lowest | 58 ₹406 Lowest |
| 2.08 | 25mm pvc coupling | 7 | No | 3.2 ₹22.4 Lowest | 3.2 ₹22.4 Lowest |
Tender Value
₹40,000
Closing Date
8 Jul 2026, 3:00 pmClosed
Commissioner
Palakkad Main Road
Providing Distribution Main pipe line at WARD No 9 Mahali amman kovil road in madukkarai Municipality
2026_MAWS_683034_1
561-16/2026/E1
Open Tender
Civil Works
Works
30 days
Madukkarai Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
18 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 | 41 | M3 | - | - |
| 2Supply and delivery of special and pipes including cost and conveyance of all charges etc completed | |||||
| 2.01 | 63 mm pvc pipe 6 ksc | 100 | Rmt | - | - |
| 2.02 | 63 mm pvc Tee | 5 | No | - | - |
| 2.03 | 63 mm pvc Elbow | 5 | No | - | - |
| 2.04 | 63 mm pvc bend | 5 | No | - | - |
| 2.05 | 63 mm pvc End cap | 5 | No | - | - |
| 2.06 | 63 mm MTA | 2 | No | - | - |
| 2.07 | 63x15mm saddle | 7 | No | - | - |
| 2.08 | 25mm pvc coupling | 7 | No | - | - |
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