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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹89,125Accepted-Finance | ₹89,125 | H2 | Accepted-Finance lowest amount |
| 2 | H1₹96,550Rejected-Finance | ₹96,550 | H1 | Rejected-Finance highest amount |
| Sl No | Description | Qty | Unit | KANNA I H1 | mageswari H2 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil as Directed by the Departmental officers | 102 | RM | 200 ₹20,400 | 194 ₹19,788 |
| 1.02Supplyof Materials | |||||
| 1.03 | 180 mm Pvc pipe | 102 | RM | 600 ₹61,200 | 561.5 ₹57,273 |
| 1.04 | 160 mm Pvc coupling | 5 | No | 200 ₹1,000 | 146 ₹730 |
| 1.05 | 160 mm Pvc Elbow | 5 | No | 300 ₹1,500 | 285 ₹1,425 |
| 1.06 | 160 mm Pvc tee | 5 | No | 450 ₹2,250 | 411 ₹2,055 |
| 1.07 | Lowering PVC Pipes and Specials in the trenches and laying to proper grade and alignment, Joining with GI Specials and as directed by the TWAD Officers. | 102 | RM | 50 ₹5,100 | 43 ₹4,386 |
| 1.08 | Refilling the Excavated trenches after laying of 110 mm PVC Pipe Complete as per standard Specification | 102 | RM | 50 ₹5,100 | 34 ₹3,468 |
Tender Value
₹1.1 L
EMD Value
₹1,100
Closing Date
10 Mar 2026, 3:00 pmClosed
Commissioner
Rathinam Nagar, Sivakasi
Providing pipe line arrangements at ward no 22 Radha krishnan Colony in Sivakasi City Municipal Corporation
2026_MAWS_668103_8
3001/2025/E1
Open Tender
Pipe Laying Works
Sivakasi Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,100
Yes
26 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil as Directed by the Departmental officers
Supplyof Materials
180 mm Pvc pipe
160 mm Pvc coupling
160 mm Pvc Elbow
160 mm Pvc tee
Lowering PVC Pipes and Specials in the trenches and laying to proper grade and alignment, Joining with GI Specials and as directed by the TWAD Officers.
Refilling the Excavated trenches after laying of 110 mm PVC Pipe Complete as per standard Specification
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