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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
Closing Date
5 Nov 2026, 12:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EE CDOD
Office of the Executive Engineer, Calcutta Drainage Outfall Division Jalasampad Bhawan(6th Floor), Salt Lake, Kol-700091
Rehabilitation of the Civil Structure of the 16-vent outfall sluice of Storm Weather Flow Channel at Ghusighata under Calcutta Drainage Outfall Division.
2026_IWD_5080142_1
EOI/1/EE/CDOD/2026-27
Open Tender
CIVIL WORKS
Item Rate
180 days
Ghusighata
Please refer Tender documents.
5 documents required · 5 mandatory
Exempted
O/O EE CDOD
14 Oct 2026
14 Oct 2026
5 Nov 2026
14 Oct 2026
5 Nov 2026
14 Oct 2026
27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | A. CIVIL WORK FOR GHUSIGHATA 16 VENT Tomography before and after repairing a) SRT (Seismic tomography test) with 2D images before grouting including Interpretation of ERT & SRT survey reports, evaluation of subsurface anomalies | 2,000 | Nos | - | - |
| 1.01 | b) SRT (Seismic tomography test) with 2D images after grouting including Interpretation of ERT & SRT survey reports, evaluation of subsurface anomalies | 2,000 | Nos | - | - |
| 1.02 | c) SRT (Seismic tomography test) with 3D images before grouting including Interpretation of ERT & SRT survey reports, evaluation of subsurface anomalies | 2,000 | Nos | - | - |
| 1.03 | d) SRT (Seismic tomography test) with 3D images after grouting including Interpretation of ERT & SRT survey reports, evaluation of subsurface anomalies | 2,000 | Nos | - | - |
| 1.04 | e) ERT (Electrical tomography test) with 2D images before grouting including Interpretation of ERT & SRT survey reports, evaluation of subsurface anomalies | 2,000 | Nos | - | - |
| 1.05 | f) ERT (Electrical tomography test) with 2D images after grouting including Interpretation of ERT & SRT survey reports, evaluation of subsurface anomalies | 2,000 | Nos | - | - |
| 2 | Above water Raking out of weared out mortar and cavities of brick work from pier and abutment of inside and outside of the barrel, primarily near the bottom portion, and/or anywhere as necessary (with rotatory mechanical device to avoid large impact and/or any other suitable machine), including cleaning and preparation of surface by jetting of air and/or water to remove all loose particles. | 2,000 | sqm | - | - |
| 3 | Under water Raking out of weared out mortar and cavities of brick work from pier and abutment inside barrel, primarily near the bottom portion, and/or anywhere as necessary (preferably with rotatory mechanical device to avoid large impact and/or any other suitable machine), including cleaning and preparation of surface by jetting of air and/or water to remove all loose particles. | 500 | sqm | - | - |
| 4 | Pointing joints of all required brickwork by cavitation with sulphate resistant polymer modified cement mortar with Styrene Butadiene Rubber (SBR) latex and/or Hydroxypropyle Methylcellulose and silica fume after compatibility test with the existing mortar. (Mortar consists of SRC Cement 1 part, Silica Sand 2 to 4 part, Silica Fume 5-10% of cement, SBR Latex 10 - 20% of cement, by weight and water as required, Above water pointing | 2,000 | sqm | - | - |
| 4.01 | Underwater pointing | 500 | sqm | - | - |
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