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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC NO 2150 MOORTHI NAGAR KALAIYARKOIL SIVAGANGAI DISTRICT | ₹15.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.5 L−₹10,121.64 (0.65%)Rejected-Finance | ₹15.5 L−₹10,121.64 (0.65%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.6 L−₹4,346.90 (0.28%)Rejected-Finance | ₹15.6 L−₹4,346.90 (0.28%) | L3 | Rejected-Finance L3 |
| 4 | L4₹16.2 L+₹57,249.83 (3.67%)Rejected-Finance | ₹16.2 L+₹57,249.83 (3.67%) | L4 | Rejected-Finance L4 |
| 5 | L5₹16.4 L+₹80,800.76 (5.18%)Rejected-Finance | ₹16.4 L+₹80,800.76 (5.18%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | C.DHANABALAN L6 | D.VEERAPANDI L7 | VELLAISAMY MUTHUKUMAR L4 | MARI and CO L3 | SHASHI KUMAR L1 | S RADHAKRISHNAN L5 | KALIMUTHU KANNAN L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kallivayal Keela Kudiruppu in Sirammam Panchayat | ||||||||||
| 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 | 27.38 | m3 | 224 ₹6,133.12 | 237.4 ₹6,500.01 | 224.21 ₹6,138.87 | 211.42 ₹5,788.68 Lowest | 211.82 ₹5,799.63 | 224.24 ₹6,139.69 | 212.61 ₹5,821.26 |
| 3.00 | 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 OfficersSecond depth of 0.35m | 4.11 | m3 | 224 ₹920.64 | 237.4 ₹975.71 | 224.21 ₹921.5 | 211.42 ₹868.94 Lowest | 211.82 ₹870.58 | 224.24 ₹921.63 | 212.61 ₹873.83 |
| 4.00 | Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete. | 4.11 | m3 | 2,067 ₹8,495.37 | 2,182.51 ₹8,970.12 | 2,061.26 ₹8,471.78 | 1,943.65 ₹7,988.4 Lowest | 1,947.28 ₹8,003.32 | 2,061.5 ₹8,472.77 | 1,954.56 ₹8,033.24 |
| 5.00 | PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation. | 2.05 | m3 | 5,361 ₹10,990.05 | 5,659.81 ₹11,602.61 | 5,345.38 ₹10,958.03 | 5,040.38 ₹10,332.78 Lowest | 5,049.81 ₹10,352.11 | 5,346.01 ₹10,959.32 | 5,068.68 ₹10,390.79 |
| 6.00RCC 1:1.5:3 mix using M30mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering comp | ||||||||||
| 7.00 | Below 1.5m from GL | 4.29 | m3 | 8,555 ₹36,700.95 | 9,031.73 ₹38,746.12 | 8,529.96 ₹36,593.53 | 8,043.25 ₹34,505.54 Lowest | 8,058.3 ₹34,570.11 | 8,530.96 ₹36,597.82 | 8,088.41 ₹34,699.28 |
| 8.00 | 0m to 1.50m below GL | 1.03 | m3 | 8,555 ₹8,811.65 | 9,031.73 ₹9,302.68 | 8,529.96 ₹8,785.86 | 8,043.25 ₹8,284.55 Lowest | 8,058.3 ₹8,300.05 | 8,530.96 ₹8,786.89 | 8,088.41 ₹8,331.06 |
| 9.00 | Above Gl and Upto 4.50m Height | 2.11 | m3 | 8,675 ₹18,304.25 | 9,158.69 ₹19,324.84 | 8,649.87 ₹18,251.23 | 8,156.32 ₹17,209.84 Lowest | 8,394.73 ₹17,712.88 | 8,887.12 ₹18,751.82 | 8,426.09 ₹17,779.05 |
| 10.00 | 4.50 m to 7.32 m above GL | 2.32 | m3 | 8,912 ₹20,675.84 | 9,408.79 ₹21,828.39 | 8,886.08 ₹20,615.71 | 8,379.05 ₹19,439.4 Lowest | 8,394.73 ₹19,475.77 | 8,887.12 ₹20,618.12 | 8,426.09 ₹19,548.53 |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Block Development Officer Kalaiyar koil
Block Development Officer Kalaiyar koil
Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kallivayal Keela Kudiruppu in Sirammam Panchayat
2026_RDTN_650849_1
Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kalliv
Open Tender
Civil Works
Item Rate
90 days
Kalaiyar koil
refer tender notice
3 documents required · 3 mandatory
₹0
₹20,000
Yes
25 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 10000Litres Capacity OHT Tank of 7.50m Staging height and Borewell, motor in Kallivayal Keela Kudiruppu in Sirammam Panchayat | - | - | - | - |
| 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 | 27.38 | m3 | - | - |
| 3 | 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 OfficersSecond depth of 0.35m | 4.11 | m3 | - | - |
| 4 | Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete. | 4.11 | m3 | - | - |
| 5 | PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation. | 2.05 | m3 | - | - |
| 6 | RCC 1:1.5:3 mix using M30mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering comp | - | - | - | - |
| 7 | Below 1.5m from GL | 4.29 | m3 | - | - |
| 8 | 0m to 1.50m below GL | 1.03 | m3 | - | - |
| 9 | Above Gl and Upto 4.50m Height | 2.11 | m3 | - | - |
| 10 | 4.50 m to 7.32 m above GL | 2.32 | m3 | - | - |
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