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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹5.8 LAccepted-Finance | ₹5.8 L | H2 | Accepted-Finance lowest amount |
| 2 | H1₹6.3 LRejected-Finance | ₹6.3 L | 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 | 928 ₹33,408 | 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 ₹1.2 L | 210 ₹1.3 L |
| 1.03Supplyof Materials | |||||
| 1.04 | 90 mm Pvc pipe | 600 | RM | 142 ₹85,200 | 150 ₹90,000 |
| 1.05 | 90 mm Pvc Elbow | 20 | No | 52 ₹1,040 | 60 ₹1,200 |
| 1.06 | 90 mm Pvc tee | 10 | No | 61 ₹610 | 62 ₹620 |
| 1.07 | 90 mm Pvc End cap | 10 | No | 29 ₹290 | 30 ₹300 |
| 1.08 | Solvent Cement | 10 | Litre | 329 ₹3,290 | 400 ₹4,000 |
| 1.09 | 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. | 600 | RM | 23.5 ₹14,100 | 40 ₹24,000 |
| 1.10 | Refilling the Excavated trenches after laying of 110 mm PVC Pipe Complete as per standard Specification | 600 | RM | 26.5 ₹15,900 | 40 ₹24,000 |
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
10 Mar 2026, 3:00 pmClosed
Commissioner
Rathinam Nagar, Sivakasi
Providing 90mm PVC pipe line arrangements at ward no 04 MGR Colony in Sivakasi City Municipal Corporation
2026_MAWS_668103_6
3001/2025/E1
Open Tender
Pipe Laying Works
Sivakasi Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,000
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
90 mm Pvc pipe
90 mm Pvc Elbow
90 mm Pvc tee
90 mm Pvc End cap
Solvent Cement
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
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
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