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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60,347Accepted-Finance | ₹60,347 | L1 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | KAMALAMARY CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.01 | Normal ground- Excavation of Pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 1 ₹1 Lowest |
| 1.02 | Normal ground- Erection of 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 1 ₹1 Lowest |
| 1.03 | Rocky ground (Medium)- Excavation of Pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 1 ₹1 Lowest |
| 1.04 | Rocky ground- Erection of 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 1 ₹1 Lowest |
| 1.05 | Hard rock requiring Blasting and chisseling- Excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 1 ₹1 Lowest |
| 1.06 | Hard rock requiring Blasting and chisseling- Erection of 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 1 ₹1 Lowest |
| 2.01 | Normal ground- Excavation of Pole pits (1.25m * 0.6m*1.83m) for 9M & 9.14M poles | 1 | Loc | 1 ₹1 Lowest |
| 2.02 | Normal ground- Erection of 9M & 9.14M poles | 1 | Loc | 1 ₹1 Lowest |
| 2.03 | Rocky ground- Excavation of Pole pits (1.25m * 0.6m*1.83m) for 9M & 9.14M poles | 1 | Loc | 700 ₹700 Lowest |
| 2.04 | Rocky ground- Erection of 9M & 9.14M poles | 1 | Loc | 600 ₹600 Lowest |
Tender Value
₹2.5 L
EMD Value
₹2,534
Closing Date
29 Jul 2026, 2:00 pmClosed
The EE/D/U/Tin
The EE/D/U/Tin
Execution Improvement Work in VM Chathram in Urban Tirunelveli Division in respect of Tirunelveli EDC
2026_EB_685627_1
EE D U TIN ETWO03 2627 Dt 03.07.2026
Open Tender
Electrical Works
Works
180 days
Tirunelveli
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2,534
Yes
4 Aug 2026
14 Jul 2026
30 Jul 2026
14 Jul 2026
29 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Normal ground- Excavation of Pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | 100 | ₹100 |
| 1.02 | Normal ground- Erection of 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | - | - |
| 1.03 | Rocky ground (Medium)- Excavation of Pole pits (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | - | - |
| 1.04 | Rocky ground- Erection of 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | - | - |
| 1.05 | Hard rock requiring Blasting and chisseling- Excavation of pole pit (1.25m * 0.5m*1.5m) for 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | - | - |
| 1.06 | Hard rock requiring Blasting and chisseling- Erection of 7.32m, 7.5m, 8m, 8.23m poles | 1 | Loc | - | - |
| 2.01 | Normal ground- Excavation of Pole pits (1.25m * 0.6m*1.83m) for 9M & 9.14M poles | 1 | Loc | - | - |
| 2.02 | Normal ground- Erection of 9M & 9.14M poles | 1 | Loc | - | - |
| 2.03 | Rocky ground- Excavation of Pole pits (1.25m * 0.6m*1.83m) for 9M & 9.14M poles | 1 | Loc | - | - |
| 2.04 | Rocky ground- Erection of 9M & 9.14M poles | 1 | Loc | - | - |
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