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Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
8 Sept 2026, 3:00 pm
Superintending Engineer C and M
Office of Superintending Engineer Contracts and Monitoring 4th Floor CMWSS Board No.1, Pumping Station Road, Chintadripet, Chennai 600 002
Improvement of water supply to Depot 156 by supplying and laying of 400mm dia DI water main from Sakthinagar main road tapping point to Mugalivakkam main road in D156, Area XII
2026_CMWSS_696282_1
CNT/WSS/MWB/3771/2026-27
Open Tender
Civil Works
Item Rate
90 days
Chennai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.8 L
20 Aug 2026
20 Aug 2026
9 Sept 2026
20 Aug 2026
8 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Improvement of water supply to Depot 156 by supplying and laying of 400mm dia DI water main from Sakthinagar main road tapping point to Mugalivakkam main road in D156, Area XII. | - | - | - | - |
| 2 | Supply, delivery and laying D.I. Pipes of the following sizes of socket @ spigot end, push - on - joint DI pipes of classification K9 conforming to IS: 8329/2000 in standard lengths with cement mortar lining inside and outside Zinc coating, including Labour charges for loading, unloading and stacking at the site etc., including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m and initial lift of 2m conveying to the site of work, lowering into the trenches, and aligning, jointing, refilling the trenches with excavated soil, watering and ramming to consolidation, disposal of surplus earth etc., complete for the pipes of following diametres at the following depths. | - | - | - | - |
| 3 | At 1.50m depth | - | - | - | - |
| 4 | 400mm Dia | 1,900 | mtr | - | - |
| 5 | 300mm Dia | 30 | mtr | - | - |
| 6 | Supply, delivery, conveying and fixing following sizes of DI specials of DI push - on joint specials as mentioned below conforming to IS: 9523/2000 including loading, unloading and stacking at the site etc as directed by the engineer at site, and including earthwork excavation, refilling with excavated soil, watering and ramming to consolidation and disposal of surplus earth etc complete. | - | - | - | - |
| 7 | Tees, Bends, collars | - | - | - | - |
| 8 | 300X400mm Tapper piece | 2 | Nos | - | - |
| 9 | 400mm d/soc 90 deg bend | 8 | Nos | - | - |
| 10 | 400X400X400 Tee | 2 | Nos | - | - |
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