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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L Quoted ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 LRejected-Finance | ₹1.8 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | v c jose L2 | BIJO K P L1 | RAJU P J L3 |
|---|---|---|---|---|---|---|
| 1.00IRISH | ||||||
| 1.00 | OD492357/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (With out Roller) | 12.5 | cum | 2,800 ₹35,008.40 | 2,488 ₹31,107.46 | 2,768 ₹34,608.30 |
| 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) | 20 | cum | 8,200 ₹1.6 L | 7,567 ₹1.5 L | 8,418 ₹1.7 L |
Tender Value
₹2.1 L
EMD Value
₹5,296
Closing Date
10 Mar 2026, 2:00 pmClosed
LID AND EW SECTION KODANCHERY
ASSISTANT ENGINEER OFFICE LID AND EW SECTION KODANCHERY
617/26)-KALAPPURAM KURISHUPALLI PALAKKAL ROAD IRISH
2026_LSGD_842869_1
AE/LIDEW/ETENDER/KRY/110/25-26
Open Tender
Civil Works - Roads
240 days
KALAPPURAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,296
Yes
26 May 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
IRISH
OD492357/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (With out Roller)
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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