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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-Finance | L1 | Accepted-Finance Lowest rate | |
| 2 | L2₹8.9 L+₹86,692.24 (10.8%)Rejected-Finance | L2 | Rejected-Finance Highest rate | |
| 3 | L3₹14.7 Cr+₹14.6 Cr (18224.1%)Rejected-Finance | L3 | Rejected-Finance Highest rate |
| Sl No | Description | Qty | Unit | KANNA I H3 | K SUNDARARAMU H1 | mageswari H2 |
|---|---|---|---|---|---|---|
| 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 | 207.73 | RM | 180 ₹37,391.4 Lowest | 190 ₹39,468.7 | 183.6 ₹38,139.23 |
| 1.02Supplyof Materials | ||||||
| 1.03 | 90mm Pvc pipe | 142.3 | RM | 180 ₹25,614 | 126 ₹17,929.8 Lowest | 183.6 ₹26,126.28 |
| 1.04 | 90 mm Pvc Elbow | 104.4 | No | 10 ₹1,044 Lowest | 88.4 ₹9,228.96 | 13.5 ₹1,409.4 |
| 1.05 | 90 mm Pvc tee | 96.5 | No | 10 ₹965 Lowest | 85 ₹8,202.5 | 13.5 ₹1,302.75 |
| 1.06 | 90 mm Pvc bend | 107.5 | No | 10 ₹1,075 Lowest | 91 ₹9,782.5 | 13.5 ₹1,451.25 |
| 1.07 | 90 mm Pvc End cap | 29.9 | No | 1.5 ₹44.85 Lowest | 20 ₹598 | 1.8 ₹53.82 |
| 1.08 | 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. | 23.75 | RM | 180 ₹4,275 | 22 ₹522.5 Lowest | 183.6 ₹4,360.5 |
| 1.09 | Refilling the Excavated trenches after laying of 90 mm PVC Pipe Complete as per standard Specification | 28.61 | RM | 180 ₹5,149.8 | 25 ₹715.25 Lowest | 183.6 ₹5,252.8 |
| 1.10 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 161.7 | m3 | 125 ₹20,212.5 Lowest | 150 ₹24,255 | 126 ₹20,374.2 |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
13 Mar 2026, 3:00 pmClosed
Commissioner
Rathinam Nagar, Sivakasi
Providing Pipeline, Storm water drain and Paver block at Ward No 20 Sathya Nagar in Sivakasi City Municipal Corporation
2026_MAWS_668103_2
3001/2025/E1
Open Tender
Civil Works
Works
Sivakasi Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹12,000
Yes
26 Sept 2026
28 Feb 2026
13 Mar 2026
28 Feb 2026
13 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 | 207.73 | RM | 256.8 | ₹53,345.06 |
| 1.02 | Supplyof Materials | - | - | - | - |
| 1.03 | 90mm Pvc pipe | 142.3 | RM | 256.8 | ₹36,542.64 |
| 1.04 | 90 mm Pvc Elbow | 104.4 | No | 686.8 | ₹71,701.92 |
| 1.05 | 90 mm Pvc tee | 96.5 | No | 623.4 | ₹60,158.1 |
| 1.06 | 90 mm Pvc bend | 107.5 | No | - | - |
| 1.07 | 90 mm Pvc End cap | 29.9 | No | 256.8 | ₹7,678.32 |
| 1.08 | 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. | 23.75 | RM | 686.8 | ₹16,311.5 |
| 1.09 | Refilling the Excavated trenches after laying of 90 mm PVC Pipe Complete as per standard Specification | 28.61 | RM | 623.4 | ₹17,835.47 |
| 1.1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 161.7 | m3 | - | - |
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