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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Experience certificate not submitted as mentioned in clause 2.0 - Technical criteria. |
| 2 | Rejected-Technical NO 9 DR SEVALIYE SHIVAJI GANESAN NAGAR 3RD STREET DINDIGUL 624 001 | DINDIGUL | DINDIGUL | TAMIL NADU | 624001 | Rejected-Technical Not Enclosed Bar chart / construction schedule, Indemnity Pact, Bid Capacity and Experience certificate as per clause No 3 -Financial Criteria. |
| 3 | Rejected-Technical | Rejected-Technical Since only one eligible bid was received, the tender is cancelled and re-tender will be published. |
| 4 | Rejected-Technical | Rejected-Technical Experience certificate not submitted as mentioned in clause 2.0 - Technical criteria. |
Tender Value
₹23.1 Cr
EMD Value
₹23.1 L
Closing Date
4 Apr 2026, 4:00 pmClosed
The CEO, Cantonment Board Wellington
Cantonment Board Wellington, The Nilgiris-643231
Design, Providing of Sewer network, Constructing, Erecting and Commissioning of intermediate Sewage Pumping Stations, Lifting Stations, etc., Phase I Zone 1,2 and 3 for Wellington Cantonment Board, Wellington, Tamil Nadu.
2026_DGDE_755169_1
WCB/008/2026
Open Tender
Civil Works
Works
450 days
Cantonment Board Wellington
As per Tender Document
2 documents required · 2 mandatory
₹20,000
The CEO, Cantonment Board Wellington
₹23.1 L
Cantonment Board Wellington
23 May 2026
4 Mar 2026
6 Apr 2026
4 Mar 2026
4 Apr 2026
13 Mar 2026
5 Mar 2026 - 5 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART A - (1) Providing Laying and Commissioning of Sewer Collection Network including house sewer connection, Nullah, roads railway crossing using Trenchless Technology and Road Restoration in Cantonment Board | - | - | - | - |
| 2 | Earth Work Excavation | - | - | - | - |
| 3 | Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m for depths in hard stiff clay, stiff black cotton, hard red earth mixed with small sized boulders & hard gravely soil including dewatering of water as and when required, barricading with safety lamps etc all complete as per standard specification as directed by the Departmental Engineer. | - | - | - | - |
| 4 | a) For 0 to 2 m depth | - | Cum. | - | - |
| 5 | Earth work excavation for foundation & depositing on bank with an initial lead of 10 m & lift of 2 m for depths in soft disintegrated Rock when required, barricading with safety lamps etc all complete as per standard specification as directed by the Departmental Engineer. | - | - | - | - |
| 6 | For 2 to 3 m depth | - | Cum. | - | - |
| 7 | Shoring & strutting the sides of trench when depth of excavation exceeds 2 m in loose soil including cost of labour charges for installation & removal of planks & scantlings etc or using steel sheet plate complete & as directed by the Engineer-in-Charge. | - | - | - | - |
| 8 | a) For 2 to 3 m Depth | - | Cum. | - | - |
| 9 | Refilling the trenches with suitable excavated earth available along the alignment after the pipes & specials are laid, jointed & tested in layers & watering, ramming & consolidation directed by the Engineer-in-Charge. | - | Cum. | - | - |
| 10 | Dismantling of existing CC pavement and depositing of dismantled materials along roadside or at a safe location as directed by Engineer-in-Charge | - | Cum. | - | - |
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