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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC | 1 | Accepted-AOC lowest | |
| 2 | 2₹1.4 L+₹14,319.21 (11.7%)Rejected-Finance KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | 2 | Rejected-Finance HIGH | |
| 3 | Rejected-Technical LID EW SECTION AREEKODE | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SUHAIB V. P. L3 | VIMAL RAJU L1 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L4 | JASID M E L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 16.16 | cum | 12.32 ₹199.14 | 10.68 ₹172.63 Lowest | 13.33 ₹215.47 | 12 ₹193.97 |
| 1.00 | OD282241/2025-2026:(OD modified data .4.1A.1)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 plate vibrator to achieve the desired density, complete as per Technical Specification (i) For Grading I Material | 10.78 | cum | 2,523.82 ₹27,196.68 | 2,188.16 ₹23,579.61 Lowest | 2,769.3 ₹29,841.98 | 2,450 ₹26,401.2 |
| 1.00 | OD285708/2025-2026:Modified 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) | 16.16 | cum | 7,024.21 ₹1,13,539.33 | 6,090.01 ₹98,438.92 Lowest | 7,601.4 ₹1,22,869.03 | 6,800 ₹1,09,915.2 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
23 Oct 2025, 4:00 pmClosed
AE LIDEW EDAVANNA GP
AE LID AND EW SECTION EDAVANNA GP
GENERAL-2025-26-Edavanna GP-Project No 439/26 Stadium Road Melethodi Foot path concrete-Ward 11- General Civil Work-1
2025_LSGD_808886_12
T3/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
₹4,237
Yes
21 Nov 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
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