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Tender Value
₹23.1 Cr
EMD Value
₹23.1 L
Closing Date
14 Jul 2026, 11:00 am
Similar tender results from the same govt authority in the past 3 years.
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_774531_1
WCB/015/2026
Open Tender
Civil 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
24 Jun 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
14 Jul 2026
30 Jun 2026
25 Jun 2026 - 25 Jun 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | - | - | BI01010001010000000000000515BI0100001220 |
| 2 | Earth Work Excavation | - | - | - | - | BI01010001010000000000000515BI0100001221 |
| 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. | - | - | - | - | BI01010001010000000000000515BI0100001222 |
| 4 | a) For 0 to 2 m depth | - | Cum. | - | - | BI01010001010000000000000515BI0100001223 |
| 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. | - | - | - | - | BI01010001010000000000000515BI0100001224 |
| 6 | For 2 to 3 m depth | - | Cum. | - | - | BI01010001010000000000000515BI0100001225 |
| 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. | - | - | - | - | BI01010001010000000000000515BI0100001226 |
| 8 | a) For 2 to 3 m Depth | - | Cum. | - | - | BI01010001010000000000000515BI0100001227 |
| 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. | - | - | BI01010001010000000000000515BI0100001228 |
| 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. | - | - | BI01010001010000000000000515BI0100001229 |
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