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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65,151Accepted-AOC PALLAM SEYNAMVILAI BETHELPURAM POST KANYAKUMARI DIST PIN 629 803 | BETHELPURAM | KANYAKUMARI | TAMIL NADU | 629803 | ₹65,151 | L1 | Accepted-AOC lowest value |
| Sl No | Description | Qty | Unit | SELVIN GNANA ROSE L1 |
|---|---|---|---|---|
| 1.01 | Loading&unloading of poles upto 36 feet length | 1 | Each | 600 ₹708 |
| 2.01 | Excavation of above 9.14m poles steels joist 30 feet length (1.25m*0.6m*2019m) in Normal Ground | 1 | per pit | 750 ₹885 |
| 3.01 | Erection of above 9.14m poles steels joist 30 feet length in Normal Ground | 1 | per pole | 850 ₹1,003 |
| 4.01 | Transportation of poles upto RSJ 36' length from road side to pole pit upto 2KM | 1 | Each Pole | 800 ₹944 |
| 5.01 | Loading&unloading of 9m PSC pole | 5 | Each | 3,000 ₹3,540 |
| 6.01 | Excavation of 9m pole pits(1.25m*0.6m*1.83m) in Normal Ground | 5 | per pit | 3,750 ₹4,425 |
| 7.01 | Erection of 9m PSC pole in Normal Ground | 5 | per pole | 4,000 ₹4,720 |
| 8.01 | Transportation of 9m PSC pole from road side to pole pit upto 2KM | 5 | Each Pole | 4,000 ₹4,720 |
| 9.01 | Loading&unloading of 8m PSC pole | 2 | Each | 800 ₹944 |
| 10.01 | Excavation of 8m pole pits(1.25m*0.5m*1.5m) in Normal Ground | 2 | per pit | 1,000 ₹1,180 |
Tender Value
Refer Docs
Closing Date
9 Dec 2025, 2:00 pmClosed
EE/D/NGl
Excutive Engineer TNPDCL / Distri
Natural Calamity estimate for the replacement of 1no damaged double pole AB switch and 3nos damaged 9mtr PSC pole and 1no damaged RSJ pole along with 2nos damaged 8mtr stud poles by new AB Switch and poles, damaged due to fallen pf Peepal Tree on 30
2025_EB_626283_1
EE/D/NGL/ETW-28 /2025-26/ /25 dt 25.11.2025
Open Tender
Electrical Works
90 days
Office of the Executive Engineer TNPDCL / Distri
As specified in tender
3 documents required · 3 mandatory
₹0
Yes
6 Mar 2026
25 Nov 2025
10 Dec 2025
25 Nov 2025
9 Dec 2025
25 Nov 2025
25 Nov 2025 - 9 Dec 2025
Loading&unloading of poles upto 36 feet length
Excavation of above 9.14m poles steels joist 30 feet length (1.25m*0.6m*2019m) in Normal Ground
Erection of above 9.14m poles steels joist 30 feet length in Normal Ground
Transportation of poles upto RSJ 36' length from road side to pole pit upto 2KM
Loading&unloading of 9m PSC pole
Excavation of 9m pole pits(1.25m*0.6m*1.83m) in Normal Ground
Erection of 9m PSC pole in Normal Ground
Transportation of 9m PSC pole from road side to pole pit upto 2KM
Loading&unloading of 8m PSC pole
Excavation of 8m pole pits(1.25m*0.5m*1.5m) in Normal Ground
Erection of 8m PSC pole in Normal Ground
Transportation of 8m PSC pole from road side to pole pit upto 2KM
Drilling/less than 23mm hole per hole/slatted hole
Ordinary tree clearance
Dismantling & refixing of V X arm 4.5 feet
Dismantling & refixing of TI fittings
Dismantling & refixing of HT pin insulator
Dismantling & refixing of HT Disc
Dismantling & refixing of tapping cross arm 4.5 feet
Dismantling & refixing of LT S phase cross arm
Dismantling & refixing of LT 3 phase cross arm
Dismantling& reerection of stay set in normal ground
Dismantling & refixing of LT pin insulator
Dismantling & refixing of shackle
Dismantling & refixing of aluminium knob
Dismantling& Restringing of conductors of LT ACSR 7/3.35 conductors in pin point
Dismantling & Restringing of HT ACSR 7/4.09 conductors in pin point
Dismantling of above 9.14m poles steels joist 30 feet length in Normal Ground
Dismantling of 9mtr PSC pole
Dismantling of 8mtr RCC,REC, PSC &metal pole including the closing of the pit
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