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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.3 LAccepted-AOC | ₹26.3 L | 1 | Accepted-AOC Lowest quated amount |
| 2 | 2₹26.7 L+₹44,218.24 (1.68%)Rejected-AOC | ₹26.7 L+₹44,218.24 (1.68%) | 2 | Rejected-AOC highest quated amount |
| Sl No | Description | Qty | Unit | S.Balasubramaniam L2 | Manimaran L1 |
|---|---|---|---|---|---|
| 1.00Name of Work:1.Construction of 60000 ltr OHT with 12m Stage @ Solavampalayam H/O Solavampalayam pt | |||||
| 2.00 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, In hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sized boulders and hard gravelly soil First depth of 2m From 0 to 2 m below GL | 67.53 | cum | 263.7 ₹17,807.66 Lowest | 280 ₹18,908.4 |
| 3.00 | Filling the sides of foundation with M-sand in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification and as directed by the TWAD Board Officers. | 2.92 | cum | 1,701.5 ₹4,968.38 Lowest | 1,800 ₹5,256 |
| 4.00 | 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 | 4.37 | cum | 5,321.8 ₹23,256.27 Lowest | 5,400 ₹23,598 |
| 5.00 | RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.1.50m to 4.50m below For items 1.5m to 4.5m below GL | 9.28 | Cum | 9,049.5 ₹83,979.36 Lowest | 9,100 ₹84,448 |
| 6.00 | Items 0 to 1.5m below GL | 2.33 | Cum | 9,049.5 ₹21,085.34 Lowest | 9,100 ₹21,203 |
| 7.00 | Above GL & Upto 4.5m | 3.94 | Cum | 9,190.5 ₹36,210.57 Lowest | 9,200 ₹36,248 |
| 8.00 | Above 4.50m & upto 7.32m from GL | 3.11 | Cum | 9,468.4 ₹29,446.72 Lowest | 9,500 ₹29,545 |
| 9.00 | Above 7.32m & upto 10.98m from GL | 3.52 | Cum | 9,746.3 ₹34,306.98 Lowest | 9,800 ₹34,496 |
| 10.00 | Above 10.98m & upto 14.64m from GL | 9.92 | Cum | 10,024.2 ₹99,440.06 Lowest | 10,025 ₹99,448 |
Tender Value
₹27.3 L
EMD Value
₹27,300
Closing Date
17 Feb 2026, 3:00 pmClosed
Block development officer vp
Panchayat office Solavampalayam
Construction of 60000 ltr OHT with 12m Stage at Solavampalayam Ho Solavampalayam pt
2026_RDTN_653968_1
1044/2023/A4/06/10/2025
Open Tender
Civil Works
Works
Solavampalayam
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹27,300
Yes
7 Jul 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work:1.Construction of 60000 ltr OHT with 12m Stage @ Solavampalayam H/O Solavampalayam pt | - | - | - | - |
| 2 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, In hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravely stoney earth and earth mixed with small sized boulders and hard gravelly soil First depth of 2m From 0 to 2 m below GL | - | cum | - | - |
| 3 | Filling the sides of foundation with M-sand in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification and as directed by the TWAD Board Officers. | - | cum | - | - |
| 4 | 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 | - | cum | - | - |
| 5 | RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.1.50m to 4.50m below For items 1.5m to 4.5m below GL | 1 | Cum | - | - |
| 6 | Items 0 to 1.5m below GL | - | Cum | - | - |
| 7 | Above GL & Upto 4.5m | - | Cum | - | - |
| 8 | Above 4.50m & upto 7.32m from GL | 1 | Cum | - | - |
| 9 | Above 7.32m & upto 10.98m from GL | - | Cum | - | - |
| 10 | Above 10.98m & upto 14.64m from GL | - | Cum | - | - |
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