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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50,213.43Accepted-AOC | ₹50,213.43 | L1 | Accepted-AOC Accepted |
| 2 | L2₹51,249+₹1,035.57 (2.06%)Rejected-AOC | ₹51,249+₹1,035.57 (2.06%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | S Pandimurugan H2 | mageswari H1 |
|---|---|---|---|---|---|
| 1.01 | Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road | 3 | No | 928.81 ₹2,786.43 Lowest | 948 ₹2,844 |
| 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 | 36 | Cum | 205.8 ₹7,408.8 Lowest | 210 ₹7,560 |
| 1.03Supply of Materials | |||||
| 1.04 | 1/2' GI pipe | 90 | Rm | 120.58 ₹10,852.2 Lowest | 123 ₹11,070 |
| 1.05 | 1/2' GI Coupling | 45 | No | 19.2 ₹864 Lowest | 20 ₹900 |
| 1.06 | 1/2' GI Elbow | 45 | No | 28.69 ₹1,291.05 Lowest | 29 ₹1,305 |
| 1.07 | 1/2" GM Ferrule | 15 | No | 427.11 ₹6,406.65 Lowest | 436 ₹6,540 |
| 1.08 | 2" X 1/2" PVC saddle | 15 | No | 57.99 ₹869.85 Lowest | 59 ₹885 |
| 1.09 | 1/2' GI Bend | 30 | No | 26.49 ₹794.7 Lowest | 27 ₹810 |
| 1.10 | 1/2' Tap | 15 | No | 158.48 ₹2,377.2 Lowest | 162 ₹2,430 |
Tender Value
₹60,000
Closing Date
28 Jan 2026, 3:00 pmClosed
Sivakasi Corporation Commissioner
Sivakasi Corporation Office Rathinam Nagar Sivakasi
Providing pipeline arrangements at ward 36 kathan Street in Sivakasi City Municipal Corporation
2026_MAWS_646238_8
3001/2025/E1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
30 days
sivakasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Yes
29 Apr 2026
23 Jan 2026
28 Jan 2026
23 Jan 2026
28 Jan 2026
23 Jan 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
Supply of Materials
1/2' GI pipe
1/2' GI Coupling
1/2' GI Elbow
1/2" GM Ferrule
2" X 1/2" PVC saddle
1/2' GI Bend
1/2' GI Union
Labour charges for plumbing
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