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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹2.0 L+₹4,346.24 (2.24%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | S Pandimurugan H2 | S BALAN H1 |
|---|---|---|---|---|---|
| 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 | 550 | RM | 111.53 ₹61,341.5 Lowest | 114 ₹62,700 |
| 1.02Supplyof Materials | |||||
| 1.03 | 90 mm PVC pipe | 550 | RM | 194.61 ₹1,07,035.5 Lowest | 199 ₹1,09,450 |
| 1.04 | 90 mm PVC Elbow | 15 | NO | 100.1 ₹1,501.5 Lowest | 102 ₹1,530 |
| 1.05 | 90 mm PVC Tee | 6 | NO | 118.26 ₹709.56 Lowest | 121 ₹726 |
| 1.06 | 90 mm PVC End Cap | 5 | NO | 28.64 ₹143.2 Lowest | 29 ₹145 |
| 1.07 | 90 mm PVC coupler | 10 | NO | 50.5 ₹505 Lowest | 52 ₹520 |
| 1.08 | Lowering PVC Pipes and Specials in the trenches and laying to proper grade and alignment, Joining with PVC Specials and as directed by the TWAD Officers. | 550 | RM | 19.06 ₹10,483 | 19 ₹10,450 Lowest |
| 1.09 | Refilling the Excavated trenches after laying ofPVC Pipe Complete as per standard Specification | 550 | RM | 23.01 ₹12,655.5 Lowest | 24 ₹13,200 |
Tender Value
₹2.5 L
EMD Value
₹2,500
Closing Date
20 Jan 2026, 3:00 pmClosed
Sivakasi Corporation Commissioner
Sivakasi Corporation Office Rathinam Nagar Sivakasii
Providing 3 inch PVC pipeline at ward no Guru Colony in Sivakasi city Municipal Corporation
2026_MAWS_644299_12
3001/2025/E1
Open Tender
Civil Works
Works
30 days
sivakasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2,500
Yes
15 Oct 2026
17 Jan 2026
20 Jan 2026
17 Jan 2026
20 Jan 2026
17 Jan 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
90 mm PVC pipe
90 mm PVC Elbow
90 mm PVC Tee
90 mm PVC End Cap
90 mm PVC coupler
Lowering PVC Pipes and Specials in the trenches and laying to proper grade and alignment, Joining with PVC Specials and as directed by the TWAD Officers.
Refilling the Excavated trenches after laying ofPVC Pipe Complete as per standard Specification
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