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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC 169 PERAMIUM KOLATHUPALAYAM VIA DHARAPURAM 638 656 | TIRUPPUR | TAMIL NADU | 638656 | ₹2.9 L | L1 | Accepted-AOC LOWEST QUOTED AMOUNT ACCEPTED |
| 2 | L2₹3.0 LRejected-Finance | ₹3.0 L | L2 | Rejected-Finance ABOVE THE ESTIMATE RATE |
| Sl No | Description | Qty | Unit | Kanganam Construction H2 | SUNMATHI CONSTRUCTIONS H1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B (TWAD SOR 2025-2026, Pg No.211, Unique Code WD-W0664) 200mm dia DI Pipe | 10 | 1 Rm (One Running meter) | 193 ₹1,930 Lowest | 193 ₹1,930 Lowest |
| 2.00 | Supplying of 200 mm dia PVC 6 KSc pipe with ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications | 6 | 1 Rm (One Running meter) | 697 ₹4,182 Lowest | 697 ₹4,182 Lowest |
| 3.00Supplying and Delivery of Following GI, Pvc & DI Specials | |||||
| 3.01 | 8" DI D/F Bend | 147 | 1 Kg | 147.9 ₹21,741.3 Lowest | 147.9 ₹21,741.3 Lowest |
| 3.02 | 8" x 0.30m DI D/F Tail Piece | 73.26 | 1 Kg | 147.9 ₹10,835.15 Lowest | 147.9 ₹10,835.15 Lowest |
| 3.03 | 8" x 0.50m DI D/F Tail Piece | 97.3 | 1 Kg | 147.9 ₹14,390.67 Lowest | 147.9 ₹14,390.67 Lowest |
| 3.04 | 8" x 0.60m DI D/F Tail Piece | 109.32 | 1 Kg | 147.9 ₹16,168.43 Lowest | 147.9 ₹16,168.43 Lowest |
| 3.05 | 8" x 0.75m DI D/F Tail Piece | 127.34 | 1 Kg | 147.9 ₹18,833.59 Lowest | 147.9 ₹18,833.59 Lowest |
| 3.06 | 8" x 1.00m DI D/F Tail Piece | 157.4 | 1 Kg | 147.9 ₹23,279.46 Lowest | 147.9 ₹23,279.46 Lowest |
| 3.07 | 8" x 2.00m DI D/F Tail Piece | 277.6 | 1 Kg | 147.9 ₹41,057.04 Lowest | 147.9 ₹41,057.04 Lowest |
Tender Value
₹3 L
EMD Value
₹3,000
Closing Date
30 Jul 2026, 3:00 pmClosed
The Municipal commissioner
The Municipal commissioner, Vellakovil municipality,Vellakovil, 638111
Repair and Maintenance Work for Pumping Main Line at Semmandampalayam Road Culvert Crossing in Vellakovil Municipality
2026_MAWS_685928_1
0961/2026/E1
Open Tender
Civil Works - Water Works
Works
90 days
Vellakovil
Repair and Maintenance Work for Pumping Main Line at Semmandampalayam Road Culvert Crossing in Vellakovil Municipality
2 documents required · 2 mandatory
₹0
₹3,000
27 Aug 2026
15 Jul 2026
30 Jul 2026
15 Jul 2026
30 Jul 2026
15 Jul 2026
15 Jul 2026 - 30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B (TWAD SOR 2025-2026, Pg No.211, Unique Code WD-W0664) 200mm dia DI Pipe | 10 | 1 Rm (One Running meter) | - | - |
| 2 | Supplying of 200 mm dia PVC 6 KSc pipe with ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications | 6 | 1 Rm (One Running meter) | - | - |
| 3Supplying and Delivery of Following GI, Pvc & DI Specials | |||||
| 3.01 | 8" DI D/F Bend | 147 | 1 Kg | - | - |
| 3.02 | 8" x 0.30m DI D/F Tail Piece | 73.26 | 1 Kg | - | - |
| 3.03 | 8" x 0.50m DI D/F Tail Piece | 97.3 | 1 Kg | - | - |
| 3.04 | 8" x 0.60m DI D/F Tail Piece | 109.32 | 1 Kg | - | - |
| 3.05 | 8" x 0.75m DI D/F Tail Piece | 127.34 | 1 Kg | - | - |
| 3.06 | 8" x 1.00m DI D/F Tail Piece | 157.4 | 1 Kg | - | - |
| 3.07 | 8" x 2.00m DI D/F Tail Piece | 277.6 | 1 Kg | - | - |
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