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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC l1 |
| 2 | L2₹3.6 LRejected-AOC | ₹3.6 L | L2 | Rejected-AOC l2 |
| 3 | L3₹3.6 LRejected-AOC | ₹3.6 L | L3 | Rejected-AOC l3 |
| Sl No | Description | Qty | Unit | M.PRADEEP L3 | krishnankutty k L1 | SATHYAKUMAR V L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel | 19.59 | cum | 2,000 ₹39,176 | 1,988.55 ₹38,951.72 | 2,080.75 ₹40,757.73 |
| 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) | 39.2 | cum | 8,180 ₹3.2 L | 7,631.87 ₹3.0 L | 7,985.73 ₹3.1 L |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
2 Mar 2026, 4:00 pmClosed
Assistant Executive Engineer,
OFFICE OF THE EXECUTIVE ENGINEER, LID EW, PALAKKAD MUNICIPALITY
GENERAL PMC PRO NO 259 2025 26 RENNOVATION OF PARAKKALAM CANAL BUND ROAD IN PALAKKAD MUNICIPALITYGeneral Civil Work
2026_LSGD_839800_1
24/AEE/LID EW/PMC/2025-26
Open Tender
Civil Works - Roads
palakkad municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
17 Apr 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
ROAD CONCRETE
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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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