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Tender Value
₹72.5 L
EMD Value
₹1.4 L
Closing Date
21 Oct 2026, 5:00 pm
Chairman, GB
DCSEM, 3rd Floor, V.S. Bhavan, Anushaktinagar, Mumbai 400094.
Repairs of Chambers and Manholes of existing sewer lines at TTM-I area Anushaktinagar, Mumbai.
2026_DCSEM_926688_1
DCSEM/CQD/QSC/Repair-Chamber /NIT/07/26-27 dtd 17.09.2026
Open Tender
Job Works
Works
365 days
Anushaktinagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.4 L
18 Sept 2026
18 Sept 2026
23 Oct 2026
18 Sept 2026
21 Oct 2026
18 Sept 2026
18 Sept 2026 - 29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth inside colony etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. | |||||
| 1.1 | Up to 1.50m depth from GL | 1,243 | cum | - | - |
| 1.2 | From 1.50m to 3.0m below GL | 300 | cum | - | - |
| 1.3 | From 3.0m to 4.5m below GL | 50 | cum | - | - |
| 2Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth inside colony etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. | |||||
| 2.1 | Up to 1.50m depth from GL | 25 | cum | - | - |
| 2.2 | From 1.50m to 3.0m below GL | 5 | cum | - | - |
| 2.3 | From 3.0m to 4.5m below GL | 5 | cum | - | - |
| 3Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth inside colony etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. | |||||
| 3.1 | Up to 1.50m depth from GL | 25 | cum | - | - |
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details.html
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Tendernotice_1.pdf
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DetailedNITRepairChamber.pdf
Tender Documents • 0.97 MB
TechBidSGFRepairChamber.pdf
Tender Documents • 1.86 MB
TechdatasheetRepairChamber.xls
Tender Documents • 0.08 MB
BOQ_973823.xls
BOQ • 0.27 MB
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