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Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
9 Sept 2026, 2:00 pm
Superintending Engineer
TNPDCL/NGL
Execution of Works under Running Contract for Capital, Improvement and Deposit Contribution Works (DCW) in Thuckalay Sub division of Thuckalay Division in respect of Kanyakumari EDC for an amount of Rs.20 Lakhs for one year
2026_EB_698049_1
KKEDC/ETR-27/2026-27 Dt.25.08.2026
Open Tender
Electrical Works
Works
365 days
O/o Superintending Engineer
As per Specified
3 documents required · 3 mandatory
₹0
₹20,000
Yes
25 Aug 2026
25 Aug 2026
10 Sept 2026
26 Aug 2026
9 Sept 2026
26 Aug 2026
26 Aug 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of 8 mtr pole pit (1.25m * 0.5m*1.5m)(normal ground) | 1 | Per Pit | 1.25 | ₹1.25 |
| 2 | Excavation of 8 mtr pole pit (1.25m * 0.5m*1.5m) Rockey ground ( Hard soil) | 1 | Per Pit | - | - |
| 3 | Excavation of 8 mtr pole pit (1.25m * 0.6m*1.83m) Hard Rock requring Blasting and Chisseling (Specific approval obtained from EE) | 1 | Per Pit | 100 | ₹100 |
| 4 | Excavation of 9,9.14 mtr pole pit (1.25m * 0.5m*1.5m)(normal ground) | 1 | Per Pit | 53 | ₹53 |
| 5 | Excavation of 9,9.14 mtr pole pit (1.25m * 0.5m*1.5m) Rockey ground ( Hard soil) | 1 | Per Pit | 10 | ₹10 |
| 6 | Excavation of 9,9.14 mtr pole pit (1.25m * 0.6m*1.83m) Hard Rock requring Blasting and Chisseling (Specific approval obtained from EE) | 1 | Per Pit | 11 | ₹11 |
| 7 | Excavation of Steels Joist 30' length and above lengt pole pit (1.25m * 0.5m*2.19 m)(normal ground) | 1 | Per Pit | 10 | ₹10 |
| 8 | Excavation of Steels Joist 30' length and above lengt (1.25m * 0.5m*2.19m) Rockey ground ( Hard soil) | 1 | Per Pit | 22 | ₹22 |
| 9 | Excavation of Steels Joist 30' length and above lengt (1.25m * 0.6m*2.169m) Hard Rock requring Blasting and Chisseling (Specific approval obtained from EE) | 1 | Per Pit | - | - |
| 10 | Excavation of Steels Joist 36' and above lengt pole pit (1.25m * 0.6m*2.19 m)(normal ground) | 1 | Per Pit | 1.25 | ₹1.25 |
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