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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.2 LAccepted-AOC 6 105 MAINROAD NALLIPALAYAM POST NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | ₹41.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹43.0 L+₹1.8 L (4.34%)Rejected-AOC | ₹43.0 L+₹1.8 L (4.34%) | L2 | Rejected-AOC Above Rate |
| 3 | L3₹44.4 L+₹3.2 L (7.78%)Rejected-AOC | ₹44.4 L+₹3.2 L (7.78%) | L3 | Rejected-AOC Above Rate |
| 4 | L4₹46.8 L+₹5.6 L (13.7%)Rejected-AOC | ₹46.8 L+₹5.6 L (13.7%) | L4 | Rejected-AOC Above Rate |
| 5 | L5₹49.7 L+₹8.5 L (20.6%)Rejected-AOC | ₹49.7 L+₹8.5 L (20.6%) | L5 | Rejected-AOC Above Rate |
| Sl No | Description | Qty | Unit | RAMACHANDRAN SADEESH L2 | BALASUBRAMANIAN D L3 | KKK Construction L1 | SHRI BRINDHAVAN BUILDERS L5 | R SATHISHKUMAR L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00A.Main Building | ||||||||
| 2.00I. Substructure (Upto Basement Level) | ||||||||
| 3.00 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete | 77.26 | Cum | 291 ₹22,482.66 | 322 ₹24,877.72 | 200 ₹15,452 Lowest | 367 ₹28,354.42 | 367 ₹28,354.42 |
| 4.00 | Supplying and filling in foundation with filling M-sand in layers of not more than 15cm thick well watered rammed and consolidated etc., complete | 7.62 | Cum | 2,548 ₹19,415.76 | 1,472 ₹11,216.64 Lowest | 1,500 ₹11,430 | 1,754 ₹13,365.48 | 1,754 ₹13,365.48 |
| 5.00 | Plain cement Concrete of mix 1:5:10 using 40mm ISS HBG metal for flooring concrete for entire building with including etc., | 7.62 | Cum | 5,915 ₹45,072.3 | 4,600 ₹35,052 | 4,500 ₹34,290 Lowest | 5,300 ₹40,386 | 5,300 ₹40,386 |
| 6.00 | Reinforced Cement Concrete of mix 1:2:4 using 20mm ISS HBG metal for foundation and matt concrete including cost of material and conveying charges etc., | 24.03 | Cum | 9,555 ₹2,29,606.65 | 9,936 ₹2,38,762.08 | 6,400 ₹1,53,792 Lowest | 8,800 ₹2,11,464 | 8,800 ₹2,11,464 |
| 7.00 | Supplying and refilling in foundation with refilling soil in layers of not more than 15cm thick well watered rammed and consolidated etc., | 37.48 | Cum | 127 ₹4,759.96 Lowest | 584 ₹21,888.32 | 1,500 ₹56,220 | 158 ₹5,921.84 | 158 ₹5,921.84 |
| 8.00 | Earth work excavation for plinth beam in sand silt or other loose soil wet not under water light black cotton soil sandy ordinary soil except hard rock requiring blasting etc., | 12 | Cum | 239 ₹2,868 | 322 ₹3,864 | 200 ₹2,400 | 111 ₹1,332 Lowest | 111 ₹1,332 Lowest |
| 9.00 | Supplying and filling in foundation with filling M-sand in layers of not more than 15cm thick well watered rammed and consolidated etc., complete | 2.8 | Cum | 2,548 ₹7,134.4 | 1,472 ₹4,121.6 Lowest | 1,500 ₹4,200 | 1,754 ₹4,911.2 | 1,754 ₹4,911.2 |
| 10.00 | Plain cement Concrete of mix 1:5:10 using 40mm ISS HBG metal for flooring concrete for entire building with including etc., | 5.37 | Cum | 5,915 ₹31,763.55 | 4,600 ₹24,702 | 4,500 ₹24,165 Lowest | 5,300 ₹28,461 | 5,300 ₹28,461 |
Tender Value
₹48.5 L
EMD Value
₹48,460
Closing Date
13 Aug 2026, 3:00 pmClosed
Administrator/Convenor
R.1593 Pugalur Primary Agricultural Cooperative Credit Society, Velayuthampalayam, Karur District.
Construction of Office Building with Safe Locker Room R.1593 Pugalur Primary Agricultural Cooperative Credit Society, Velayuthampalayam, Karur District.
2026_ROCS_689349_1
1/2729/2022
Open Tender
Civil Works - Buildings
Item Rate
270 days
Pugalur PACCS, Velayuthampalayam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹48,460
21 Aug 2026
29 Jul 2026
13 Aug 2026
29 Jul 2026
13 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | A.Main Building | - | - | - | - |
| 2 | I. Substructure (Upto Basement Level) | - | - | - | - |
| 3 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete | 77.26 | Cum | - | - |
| 4 | Supplying and filling in foundation with filling M-sand in layers of not more than 15cm thick well watered rammed and consolidated etc., complete | 7.62 | Cum | - | - |
| 5 | Plain cement Concrete of mix 1:5:10 using 40mm ISS HBG metal for flooring concrete for entire building with including etc., | 7.62 | Cum | - | - |
| 6 | Reinforced Cement Concrete of mix 1:2:4 using 20mm ISS HBG metal for foundation and matt concrete including cost of material and conveying charges etc., | 24.03 | Cum | - | - |
| 7 | Supplying and refilling in foundation with refilling soil in layers of not more than 15cm thick well watered rammed and consolidated etc., | 1 | Cum | - | - |
| 8 | Earth work excavation for plinth beam in sand silt or other loose soil wet not under water light black cotton soil sandy ordinary soil except hard rock requiring blasting etc., | 12 | Cum | - | - |
| 9 | Supplying and filling in foundation with filling M-sand in layers of not more than 15cm thick well watered rammed and consolidated etc., complete | 2.8 | Cum | - | - |
| 10 | Plain cement Concrete of mix 1:5:10 using 40mm ISS HBG metal for flooring concrete for entire building with including etc., | 5.37 | Cum | - | - |
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