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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹12.9 LRejected-Finance | ₹12.9 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Sri Rajeswari Construction L1 | V-Five Construction L2 |
|---|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank within an initial lead of 10 m and the following lifts in 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 | |||||
| 2.00 | First depth of 0 to 2 m | 3.99 | cum | 120 ₹478.8 Lowest | 150 ₹598.5 |
| 3.00 | For stair case foundation | 0.1 | cum | 220 ₹22 Lowest | 230 ₹23 |
| 4.00Soft disintegrated rock, laterite, soft rock or kunkar not requiring blasting | |||||
| 5.00 | 2nd depth of 2 to 3 m | 2 | cum | 380 ₹760 Lowest | 400 ₹800 |
| 6.00Medium rock and dence medium rock not requiring blasting | |||||
| 7.00 | 2nd depth of 3 to 4 m | 2 | cum | 610 ₹1,220 Lowest | 620 ₹1,240 |
| 8.00 | 3rd depth of 4 to 5 m | 2 | cum | 910 ₹1,820 Lowest | 950 ₹1,900 |
| 9.00 | 4th depth of 5 to 6 m | 2 | cum | 910 ₹1,820 Lowest | 950 ₹1,900 |
| 10.00 | 5th depth of 6 to 7 m | 1.4 | cum | 1,200 ₹1,680 Lowest | 1,300 ₹1,820 |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
6 Feb 2026, 3:00 pmClosed
The Commissioner Tambaram City Municipal Corporati
Zone -4 Perungalathur
Construction of 0.60LL Sump and Motor Pump set with Panel board and Operator room at Ponniamman Koil OHT Near In Ward No 57 in Zone 4
2026_DMA_649485_2
340/2025/E1/Z4(06.02.2026)
Open Tender
Civil Works
Works
90 days
Tambaram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,000
7 Aug 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
6 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank within an initial lead of 10 m and the following lifts in 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 | - | - | - | - |
| 2 | First depth of 0 to 2 m | 3.99 | cum | - | - |
| 3 | For stair case foundation | 0.1 | cum | - | - |
| 4 | Soft disintegrated rock, laterite, soft rock or kunkar not requiring blasting | - | - | - | - |
| 5 | 2nd depth of 2 to 3 m | 2 | cum | - | - |
| 6 | Medium rock and dence medium rock not requiring blasting | - | - | - | - |
| 7 | 2nd depth of 3 to 4 m | 2 | cum | - | - |
| 8 | 3rd depth of 4 to 5 m | 2 | cum | - | - |
| 9 | 4th depth of 5 to 6 m | 2 | cum | - | - |
| 10 | 5th depth of 6 to 7 m | 1.4 | cum | - | - |
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