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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-AOC | ₹18.7 L | L1 | Accepted-AOC L1 Tender Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Tender Reject |
| Sl No | Description | Qty | Unit | T SUDHAKAR L2 | DHANASEKARAN L1 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 Ltr OHT and laying of Pipe Line in Panchanthirthi @ Kunnapattu Panchayat in Thiruporur Panchayat union in Chengalpattu District for the Year 2025-26having Package No . 1/2025-2026 Panchayat Funds | |||||
| 2.00 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL | 58.55 | Cum | 300 ₹17,565 | 263 ₹15,398.65 Lowest |
| 3.00 | Second depth of 2m From 2m to 4 m below GL | 13.12 | Cum | 300 ₹3,936 | 263 ₹3,450.56 Lowest |
| 4.00 | Supplying filling with filling M. sand in layers not more than 15 cm thick ,well rammed, wattered and compacted etc,complete | 8.75 | Cum | 1,800 ₹15,750 | 1,736 ₹15,190 Lowest |
| 5.00 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers. | 4.37 | Cum | 5,356 ₹23,405.72 Lowest | 5,356 ₹23,405.72 Lowest |
| 6.00 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the Departmental Officers.Below 1.5m from GL | 13.52 | Cum | 9,098 ₹1,23,004.96 Lowest | 9,098 ₹1,23,004.96 Lowest |
| 7.00 | 0m to 1.50m below GL | 1.75 | Cum | 9,098 ₹15,921.5 Lowest | 9,098 ₹15,921.5 Lowest |
| 8.00 | 0m to 4.50m above GL | 2.83 | Cum | 9,239 ₹26,146.37 Lowest | 9,239 ₹26,146.37 Lowest |
| 9.00 | 4.50 m to 7.32 m above GL | 2.22 | Cum | 9,517 ₹21,127.74 Lowest | 9,517 ₹21,127.74 Lowest |
| 10.00 | 7.32 m to 10.98 m above GL | 2.53 | Cum | 9,795 ₹24,781.35 Lowest | 9,795 ₹24,781.35 Lowest |
Tender Value
₹18.9 L
EMD Value
₹19,000
Closing Date
11 Mar 2026, 6:00 pmClosed
Block Developement Officer VP Thiruporur
Block Developement Officer VP Thiruporur
Construction of 30000 Ltr OHT and laying of Pipe Line in Panchanthirthi at Kunnapattu Panchayat in Thiruporur Panchayat union in Chengalpattu District for the Year 2025-26having Package No . 1/2025-2026 Panchayat Funds
2026_RDTN_672968_1
RCNO 1938/2023/A4/dt 25.2.2026
Open Tender
Civil Works - Roads
Item Rate
Kunnapattu
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹19,000
Yes
Block Developement Office Thiruporur
15 Jul 2026
10 Mar 2026
11 Mar 2026
10 Mar 2026
11 Mar 2026
10 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 30000 Ltr OHT and laying of Pipe Line in Panchanthirthi @ Kunnapattu Panchayat in Thiruporur Panchayat union in Chengalpattu District for the Year 2025-26having Package No . 1/2025-2026 Panchayat Funds | - | - | - | - |
| 2 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL | 58.55 | Cum | - | - |
| 3 | Second depth of 2m From 2m to 4 m below GL | 13.12 | Cum | - | - |
| 4 | Supplying filling with filling M. sand in layers not more than 15 cm thick ,well rammed, wattered and compacted etc,complete | 8.75 | Cum | - | - |
| 5 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers. | 4.37 | Cum | - | - |
| 6 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the Departmental Officers.Below 1.5m from GL | 13.52 | Cum | - | - |
| 7 | 0m to 1.50m below GL | 1.75 | Cum | - | - |
| 8 | 0m to 4.50m above GL | 2.83 | Cum | - | - |
| 9 | 4.50 m to 7.32 m above GL | 2.22 | Cum | - | - |
| 10 | 7.32 m to 10.98 m above GL | 2.53 | Cum | - | - |
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