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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.1 L+₹29,942.96 (1.59%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | malaiammanconstruction L2 | Maki Construction L1 |
|---|---|---|---|---|---|
| 1.00 | 1.Construction of 30000 Litres Capacity OHT Tank - 12.00 M Staging @ Gavundampalayam H/O Ellapalayamputhur | 1 | nos | - | - |
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 47.07 | cum | 279 ₹13,132.53 | 263.78 ₹12,416.12 Lowest |
| 3.00 | Sand filling for foundation with clear M sand | 2.3 | cum | 1,900 ₹4,370 | 1,881.1 ₹4,326.53 Lowest |
| 4.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | 3.46 | cum | 5,700 ₹19,722 | 5,558.48 ₹19,232.34 Lowest |
| 5.00 | R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete., | 1 | nos | - | - |
| 6.00 | Column footing below 1.50 m from GL | 5.53 | cum | 9,500 ₹52,535 | 9,450 ₹52,258.5 Lowest |
| 7.00 | Coloumn below GL upto 1.50 m | 1.75 | cum | 9,400 ₹16,450 | 9,300 ₹16,275 Lowest |
| 8.00 | Column above GL upto 4.50 m | 2.83 | cum | 9,600 ₹27,168 | 9,450 ₹26,743.5 Lowest |
| 9.00 | Column above 4.50 m upto 7.32 m | 2.23 | cum | 9,800 ₹21,854 | 9,700 ₹21,631 Lowest |
| 10.00 | 7.32m to 10.98m above GL | 2.53 | cum | 10,008.67 ₹25,321.94 | 10,000 ₹25,300 Lowest |
Tender Value
Refer Docs
EMD Value
₹19,000
Closing Date
11 Mar 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (BP)
Block Development Officer (BP) Kundadam
Construction of 30000 Litres Capacity OHT Tank - 12.00 M Staging Gavundampalayam H/O Ellapalayamputhur
2026_RDTN_670357_1
7005/2025/A6/MPLAD
Open Tender
Civil Works
Works
180 days
Kundadam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,000
Yes
Block Development Officer (BP) Kundadam
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
11 Mar 2026
5 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Construction of 30000 Litres Capacity OHT Tank - 12.00 M Staging @ Gavundampalayam H/O Ellapalayamputhur | 1 | nos | - | - |
| 2 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 47.07 | cum | - | - |
| 3 | Sand filling for foundation with clear M sand | 2.3 | cum | - | - |
| 4 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | 3.46 | cum | - | - |
| 5 | R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete., | 1 | nos | - | - |
| 6 | Column footing below 1.50 m from GL | 5.53 | cum | - | - |
| 7 | Coloumn below GL upto 1.50 m | 1.75 | cum | - | - |
| 8 | Column above GL upto 4.50 m | 2.83 | cum | - | - |
| 9 | Column above 4.50 m upto 7.32 m | 2.23 | cum | - | - |
| 10 | 7.32m to 10.98m above GL | 2.53 | cum | - | - |
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