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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | ₹2.5 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PRASAD V L1 |
|---|---|---|---|---|
| 1.01 | Loading&unloading of poles above 36 feet length | 1 | Each | 600 ₹708 Lowest |
| 2.01 | Excavation of above 9.14m poles steels joist 30 feet length (1.25m*0.6m*2019m) in Normal Ground | 1 | per pit | 850 ₹1,003 Lowest |
| 3.01 | Erection of above 9.14m poles steels joist 30 feet length in Normal Ground | 1 | per pole | 1,000 ₹1,180 Lowest |
| 4.01 | Transportation of poles above RSJ 36' length from road side to pole pit upto 2KM | 1 | Each Pole | 900 ₹1,062 Lowest |
| 5.01 | Loading&unloading of 9m PSC pole | 12 | Each | 7,200 ₹8,496 Lowest |
| 6.01 | Excavation of 9m pole pits(1.25m*0.6m*1.83m) in Normal Ground | 12 | per pit | 9,000 ₹10,620 Lowest |
| 7.01 | Erection of 9m PSC pole in Normal Ground | 12 | per pole | 9,600 ₹11,328 Lowest |
| 8.01 | Transportation of 9m PSC pole from road side to pole pit upto 2KM | 12 | Each Pole | 9,600 ₹11,328 Lowest |
| 9.01 | Loading&unloading of 8m PSC pole | 2 | Each | 800 ₹944 Lowest |
| 10.01 | Excavation of 8m pole pits(1.25m*0.5m*1.5m) in Normal Ground | 2 | per pit | 1,000 ₹1,180 Lowest |
Tender Value
Refer Docs
EMD Value
₹2,467
Closing Date
6 Aug 2026, 2:00 pmClosed
EE/TKY
tnebtky
Improvement estimate for avoid overload of Orapanavilai SS I 250KVA DT by providing 1no 100 KVA DT by segregating the load of existing Orapanavilai SS I 250 KVA DT under Thuckalay Section
2026_EB_688030_2
EE/D/TKY/ETW 07/26-27,Dt.23.07.2026
Open Tender
Electrical Works
Works
90 days
EE/TKY
as specified tender
3 documents required · 3 mandatory
₹0
₹2,467
10 Aug 2026
23 Jul 2026
7 Aug 2026
24 Jul 2026
6 Aug 2026
24 Jul 2026
24 Jul 2026 - 6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Loading&unloading of poles above 36 feet length | 1 | Each | - | - |
| 2.01 | Excavation of above 9.14m poles steels joist 30 feet length (1.25m*0.6m*2019m) in Normal Ground | 1 | per pit | - | - |
| 3.01 | Erection of above 9.14m poles steels joist 30 feet length in Normal Ground | 1 | per pole | - | - |
| 4.01 | Transportation of poles above RSJ 36' length from road side to pole pit upto 2KM | 1 | Each Pole | - | - |
| 5.01 | Loading&unloading of 9m PSC pole | 12 | Each | - | - |
| 6.01 | Excavation of 9m pole pits(1.25m*0.6m*1.83m) in Normal Ground | 12 | per pit | - | - |
| 7.01 | Erection of 9m PSC pole in Normal Ground | 12 | per pole | - | - |
| 8.01 | Transportation of 9m PSC pole from road side to pole pit upto 2KM | 12 | Each Pole | - | - |
| 9.01 | Loading&unloading of 8m PSC pole | 2 | Each | - | - |
| 10.01 | Excavation of 8m pole pits(1.25m*0.5m*1.5m) in Normal Ground | 2 | per pit | - | - |
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