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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76,266.30Accepted-Finance | L1 | Accepted-Finance Quoted 0.01 percentage Less than estimated rate | |
| 2 | L2₹76,350+₹83.70 (0.11%)Rejected-Finance | L2 | Rejected-Finance Quoted 0.10 percentage Excess than estimated rate |
| Sl No | Description | Qty | Unit | PANDIMURUGAN S H2 | MOHANA CONSTRUCTIONS 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 | 30 | RM | 243.43 ₹7,302.9 Lowest | 245 ₹7,350 |
| 1.02Supplyof Materials | |||||
| 1.03 | 6" DI pipe line | 30 | RM | 2,233 ₹66,990 Lowest | 2,233 ₹66,990 Lowest |
| 1.04 | 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. | 30 | RM | 33 ₹990 Lowest | 34 ₹1,020 |
| 1.05 | Refilling the Excavated trenches after laying of 110 mm PVC Pipe Complete as per standard Specification | 30 | RM | 32.78 ₹983.4 Lowest | 33 ₹990 |
Tender Value
₹1 L
EMD Value
₹1,000
Closing Date
26 Aug 2025, 3:00 pmClosed
Sivakasi Corporation Commissioner
Sivakasi Corporation Office Rathinam Nagar Sivakasi
Providing 6 inch DI Pumping Main arrangements at ward no 5 pettai Street in Sivakasi City Municipal Corporation
2025_MAWS_594086_1
5369/2025/E1
Open Tender
Civil Works
Works
30 days
Sivakasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,000
Yes
30 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
Amount
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
6" DI pipe line
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
PANDIMURUGAN S (BID ID -1440697)
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