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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC AOC |
| 2 | L2₹3.6 LRejected-Finance E I HOUSE ERDUMKADAVU PO MUTTATHODY KASARAGOD | KASARAGOD | KERALA | 670511 | ₹3.6 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | MUNEER MOIDU L1 | MOIDEEN MAHFOOS E M L2 |
|---|---|---|---|---|---|
| 1.00road concrete | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 41.17 | cum | 62 ₹2,552.85 | 62 ₹2,552.85 |
| 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) | 41.17 | cum | 8,150 ₹3.4 L | 8,650 ₹3.6 L |
Tender Value
₹3.4 L
EMD Value
₹8,454
Closing Date
3 Feb 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER ENGINEERING WING KASARAGOD MUNICIPALITY
Amey badibakilu road concrete
2026_LSGD_830306_5
14/2025-26/AE/LSGD/KSD/KMC
Open Tender
Civil Works - Roads
180 days
KASARAGOD MUNICIPALITY
Plaese refer tender documents
9 documents required · 9 mandatory
₹750
₹8,454
15 Jun 2026
26 Jan 2026
4 Feb 2026
26 Jan 2026
3 Feb 2026
26 Jan 2026
road concrete
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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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