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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹69,630Accepted-AOC | I | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | P.SANGAVAI L1 |
|---|---|---|---|---|
| 1.00 | Providing rain water harvesting using 6 No.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 No. of 8mm dia MS rod vertically and 3 No. of 8mm dia MS rod circumferentially tied together with 18 guage binding wire for well rings including necessary earth work excavation 1.2m dia to a depth of 2.5m, supplying and filling 40mm HBG inside the erected well ring to a depth of 15cm, and top covered with RCC circular perforated cover slab of 0.9m dia and 7.5cm thick which inclusive of cost and fabrication of 8mm M.S reinforcement at 15 cm spacings on both directions and one 10mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by the Departmental officers etc., complete in all respects. | 5 | M3 | 13,926 ₹69,630 Lowest |
Tender Value
₹85,000
Closing Date
17 Feb 2026, 3:00 pmClosed
Commissioner Kancheepuram Corporation
Kancheepuram city Municipal Corporation, Annai Indira gandhi salai, Kancheepuram
Providing the Rain water Harvesting (RWH) pit at chinna kalandar street Ward No.04 in Kancheepuram Corporation
2026_MAWS_650529_2
4783/2025/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
23 Oct 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
3 Feb 2026 - 17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing rain water harvesting using 6 No.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 No. of 8mm dia MS rod vertically and 3 No. of 8mm dia MS rod circumferentially tied together with 18 guage binding wire for well rings including necessary earth work excavation 1.2m dia to a depth of 2.5m, supplying and filling 40mm HBG inside the erected well ring to a depth of 15cm, and top covered with RCC circular perforated cover slab of 0.9m dia and 7.5cm thick which inclusive of cost and fabrication of 8mm M.S reinforcement at 15 cm spacings on both directions and one 10mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by the Departmental officers etc., complete in all respects. | 5 | M3 | - | - |
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