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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹2.6 L−₹1.0 L (28.5%)Accepted-Finance | H2 | Accepted-Finance lowest amount | |
| 2 | H1₹3.6 LRejected-Finance | H1 | Rejected-Finance highest amount |
| Sl No | Description | Qty | Unit | S Pandimurugan H2 | MOHANA CONSTRUCTIONS H1 |
|---|---|---|---|---|---|
| 1.01 | Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road | 36 | sqm | 929.5 ₹33,462 Lowest | 1,000 ₹36,000 |
| 1.02 | 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 | 600 | RM | 207 ₹1,24,200 Lowest | 300 ₹1,80,000 |
| 1.03Supplyof Materials | |||||
| 1.04 | 63mm Pvc pipe | 600 | RM | 73 ₹43,800 Lowest | 100 ₹60,000 |
| 1.05 | 63 mm Pvc Coupler | 20 | No | 14 ₹280 Lowest | 15 ₹300 |
| 1.06 | 63 mm Pvc tee | 10 | No | 40 ₹400 Lowest | 50 ₹500 |
| 1.07 | 63 mm Pvc End cap | 10 | No | 17 ₹170 Lowest | 20 ₹200 |
| 1.08 | Solvent cement | 10 | litre | 329 ₹3,290 Lowest | 400 ₹4,000 |
| 1.09 | 20mm GI pipe | 30 | Rm | 160 ₹4,800 Lowest | 200 ₹6,000 |
| 1.10 | 20mm GI coupling | 40 | No | 27 ₹1,080 Lowest | 30 ₹1,200 |
Tender Value
₹3.2 L
EMD Value
₹3,200
Closing Date
10 Mar 2026, 3:00 pmClosed
Commissioner
Rathinam Nagar, Sivakasi
Providing 63mm PVC pipe line arrangements at ward no 04 PERIYAR Colony in Sivakasi City Municipal Corporation
2026_MAWS_668103_7
3001/2025/E1
Open Tender
Pipe Laying Works
Works
Sivakasi Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,200
Yes
26 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
10 Mar 2026
4 Mar 2026
Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road
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
63mm Pvc pipe
63 mm Pvc Coupler
63 mm Pvc tee
63 mm Pvc End cap
Solvent cement
20mm GI pipe
20mm GI coupling
20mm GI Bend
2" PVC saddle piece
20mm Waste not tap
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 mm PVC Pipe Complete as per standard Specification
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BOQ_805423.xls
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