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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39,530Admitted-Fee/PreQual/Technical/Finance | ₹39,530 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SRI MANI ENGINEERING CONTRACTORS L1 |
|---|---|---|---|---|
| 1.10 | Labour Contract For Pan No 6 Body Shell And Calendria Bottom Shell Plate Renewal Work
1. Dismantling and removing of pan no 6 Body shell and Calendria Bottom shell plate only and leaded to scrap yard after weighment
2. Newly fabricated by the M.S plate 12 mm thick x shell dia 5400mm x 4000 mm height and calandria bottom shell ø 5400mm x 500mm height and erected and connecting of existing top cone and bottom cone. (Approximate weight – 12 MT)
3. Top and Bottom shell plate welded with necessary supports are to be given and stiffener ring are to be given by the contractor
4. All joints Inner and outer welding are to be done properly and the leak proof to be shown.
5. Necessary connection and supports are to be done as per the
Existing model such as feed coil pipe , ammonia line , exhaust steam,washing line , sight glass , sample key. | 1 | Rate per Ton | 33,500 ₹39,530 Lowest |
Tender Value
Refer Docs
Closing Date
2 Jul 2026, 2:00 pmClosed
Administrator
Tiruttani Co-op. Sugar Mills Ltd, Thiruvalangadu
Labour Contract For Pan No 6 Body Shell And Calendria Bottom Shell Plate Renewal Work
2026_TNCSF_680283_1
TCSM/P1/664/26/BAC-ENG
Open Tender
Miscellaneous Works
Works
15 days
Tiruttani Co-op. Sugar Mills Ltd, Thiruvalangadu
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Exempted
3 Jul 2026
10 Jun 2026
3 Jul 2026
10 Jun 2026
2 Jul 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | Labour Contract For Pan No 6 Body Shell And Calendria Bottom Shell Plate Renewal Work
1. Dismantling and removing of pan no 6 Body shell and Calendria Bottom shell plate only and leaded to scrap yard after weighment
2. Newly fabricated by the M.S plate 12 mm thick x shell dia 5400mm x 4000 mm height and calandria bottom shell ø 5400mm x 500mm height and erected and connecting of existing top cone and bottom cone. (Approximate weight – 12 MT)
3. Top and Bottom shell plate welded with necessary supports are to be given and stiffener ring are to be given by the contractor
4. All joints Inner and outer welding are to be done properly and the leak proof to be shown.
5. Necessary connection and supports are to be done as per the
Existing model such as feed coil pipe , ammonia line , exhaust steam,washing line , sight glass , sample key. | 1 | Rate per Ton | - | - |
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