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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.8 LAccepted-AOC | ₹8.8 L | 1 | Accepted-AOC Committee Decision |
| 2 | 2₹8.9 LAccepted-AOC | ₹8.9 L | 2 | Accepted-AOC rejected |
| Sl No | Description | Qty | Unit | K Kalan L1 | P RAMESH KUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Supply and delivery of 110mm dia 6 KSC PVC pipe | 800 | Rmt | 196.5 ₹1.6 L | 198 ₹1.6 L |
| 2.00 | Supply and delivery of 90mm dia 6 KSC PVC pipe | 1,185 | Rmt | 142.25 ₹1.7 L | 145 ₹1.7 L |
| 3.00 | Supply and delivery of 100mm GI pipe | 15 | Rmt | 1,069 ₹16,035 | 1,070 ₹16,050 |
| 4.00 | Supply and delivery of 80mm GI pipe | 50 | Rmt | 473.5 ₹23,675 | 475 ₹23,750 |
| 5.00 | Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B. | 1,250.55 | cum | 329.7 ₹4.1 L | 330 ₹4.1 L |
| 6.00 | Refilling excavated earth including all cost etc | 1,235.42 | cum | 45.8 ₹56,582.24 | 48 ₹59,300.16 |
| 7.00 | Laying of PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing. | 1,985 | cum | 23.7 ₹47,044.50 | 25 ₹49,625 |
| 8.00 | Provision for lowering of GI mm complete for delivery line works | 65 | cum | 31.8 ₹2,067 | 33 ₹2,145 |
Tender Value
Refer Docs
EMD Value
₹10,690
Closing Date
23 Jan 2026, 4:00 pmClosed
Pamchayat Office, Sivanthipuram
Pamchayat Office, Sivanthipuram
Extention of Pipe line from Kalyanidurai to Sakthi Nagar Village in Sivanthipuram Panchayat
2026_RDTN_644295_1
15th CFC 2025-2026
Open Tender
Civil Works
Sivanthipuram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,690
Yes
5 Feb 2026
17 Jan 2026
23 Jan 2026
17 Jan 2026
23 Jan 2026
17 Jan 2026
Supply and delivery of 110mm dia 6 KSC PVC pipe
Supply and delivery of 90mm dia 6 KSC PVC pipe
Supply and delivery of 100mm GI pipe
Supply and delivery of 80mm GI pipe
Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B.
Refilling excavated earth including all cost etc
Laying of PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing.
Provision for lowering of GI mm complete for delivery line works
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