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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.4 LAccepted-AOC | ₹19.4 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹19.4 L+₹1,313.34 (0.07%)Rejected-Finance | ₹19.4 L+₹1,313.34 (0.07%) | 2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | V.RAMESH L1 | Venis Contractor L2 |
|---|---|---|---|---|---|
| 1.001.Construction of 30000 litre Capacity Over Head Tank in Bodiyagoundanpatty H/O Sivagnanapuram Est RS 19.71 Lakhs | |||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart I st Depth | 39.33 | Cum | 263.5 ₹10,363.46 Lowest | 265 ₹10,422.45 |
| 3.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart II nd Depth | 6.78 | Cum | 276 ₹1,871.28 Lowest | 277 ₹1,878.06 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.09 | Cum | 1,898 ₹3,966.82 Lowest | 1,899 ₹3,968.91 |
| 5.00 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 2.57 | Cum | 5,451 ₹14,009.07 Lowest | 5,452 ₹14,011.64 |
| 6.00R. Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | |||||
| 7.00 | For items below 1.5m 4.50 m from GL | 6.31 | Cum | 9,338 ₹58,922.78 Lowest | 9,340 ₹58,935.4 |
| 8.00 | For items 0 to 1.50m below GL | 1.75 | Cum | 9,199 ₹16,098.25 Lowest | 9,200 ₹16,100 |
| 9.00 | For items 0m to 4.50 m above GL | 2.83 | Cum | 9,340 ₹26,432.2 Lowest | 9,341 ₹26,435.03 |
| 10.00 | For items 4.51m to 7.32m above GL | 2.23 | Cum | 9,618 ₹21,448.14 Lowest | 9,620 ₹21,452.6 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
24 Jun 2026, 3:00 pmClosed
BDO BP
BDO BP UNION OFFICE NILAKOTTAI
TN-05-01-Mines-Minerals- Sivagnanapuram
2026_RDTN_680313_1
TN-05-01-Mines-Minerals- Sivagnanapuram
Open Tender
Civil Works - Water Works
Item Wise
180 days
Sivagnanapuram
TN-05-01-Mines-Minerals- Sivagnanapuram
4 documents required · 4 mandatory
₹0
₹19,710
Yes
11 Jul 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Construction of 30000 litre Capacity Over Head Tank in Bodiyagoundanpatty H/O Sivagnanapuram Est RS 19.71 Lakhs | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart I st Depth | 1 | Cum | - | - |
| 3 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart II nd Depth | - | Cum | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1 | Cum | - | - |
| 5 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 1 | Cum | - | - |
| 6 | R. Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | - | - | - | - |
| 7 | For items below 1.5m 4.50 m from GL | 1 | Cum | - | - |
| 8 | For items 0 to 1.50m below GL | - | Cum | - | - |
| 9 | For items 0m to 4.50 m above GL | - | Cum | - | - |
| 10 | For items 4.51m to 7.32m above GL | - | Cum | - | - |
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