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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L Quoted ₹42.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L−₹37.7 L (89.9%)Rejected-AOC | ₹4.2 L−₹37.7 L (89.9%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Suresh kumar.t.v L1 | V. ASHRAF L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 45 | cum | 60 ₹2,700 Lowest | 60 ₹2,700 Lowest |
| 1.00 | OD1066/2024-2025:Filling with Quarry Muck.
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 22.73 | cum | 940 ₹21,361.5 Lowest | 950 ₹21,588.75 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 45.45 | cum | 8,700 ₹3,95,415 Lowest | 8,778 ₹3,98,960.1 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
17 Jan 2026, 11:00 amClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE CHELANNUR
MLA-SDF-CBP - MLASDF 2023-24 PARAMBATH SPARSHAM PALIEATIVE ROAD-PARAMBATH SPARSHAM PALIEATIVE ROAD IN THALAKULATHUR GP-General Civil Work
2026_CRD_826504_1
3220732-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
CHELANNUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,589
Yes
4 Jul 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
17 Jan 2026
9 Jan 2026
9 Jan 2026 - 16 Jan 2026
ROAD WORK
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD1066/2024-2025:Filling with Quarry Muck. Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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