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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC | ₹11.2 L | L1 | Accepted-AOC Lowest Qouted |
| 2 | Rejected-Technical | - | - | Rejected-Technical Tender Rejected for Highest Qouted |
| Sl No | Description | Qty | Unit | Karuppaiya S L2 | NAINAR U L1 |
|---|---|---|---|---|---|
| 1.00 | Supply and delivery of 75 mm dia 4 KSC PVC pipe | 2,840 | Rm | 142.9 ₹4,05,836 | 142.7 ₹4,05,268 Lowest |
| 2.00 | Supply and delivery 65mm Gi pipe | 120 | Rm | 605.85 ₹72,702 | 605.6 ₹72,672 Lowest |
| 3.00 | 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. | 1,533.6 | Cum | 329.9 ₹5,05,934.64 | 329.7 ₹5,05,627.92 Lowest |
| 4.00 | Refilling excavated earth including all cost | 1,515.54 | Cum | 45.98 ₹69,684.53 | 45.8 ₹69,411.73 Lowest |
| 5.00 | 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. | 2,840 | Cum | 23.85 ₹67,734 | 23.7 ₹67,308 Lowest |
| 6.00 | Laying and Jointing 65mm Gi pipe | 120 | Rm | 23.95 ₹2,874 | 23.6 ₹2,832 Lowest |
Tender Value
Refer Docs
EMD Value
₹13,430
Closing Date
30 Jun 2026, 3:00 pmClosed
President Idaikal Panchayat, Pappakudi
Idaikal Panchayat Office, Pappakudi
Providing New pipe line at Sengulam Road to Panayankurichi Sump in Idaikal Panchayat in Pappakudi Panchayat Union
2026_RDTN_680556_2
Mines and Minerals Idaikal
Open Tender
Civil Works
Works
120 days
Idaikal
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹13,430
Yes
4 Aug 2026
12 Jun 2026
30 Jun 2026
12 Jun 2026
30 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply and delivery of 75 mm dia 4 KSC PVC pipe | 2,840 | Rm | - | - |
| 2 | Supply and delivery 65mm Gi pipe | 120 | Rm | - | - |
| 3 | 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. | 1,533.6 | Cum | - | - |
| 4 | Refilling excavated earth including all cost | 1,515.54 | Cum | - | - |
| 5 | 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. | 2,840 | Cum | - | - |
| 6 | Laying and Jointing 65mm Gi pipe | 120 | Rm | - | - |
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