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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC LID EW SECTION AREEKODE | 1 | Accepted-AOC LOW | |
| 2 | 2₹3.0 L+₹17,360.32 (6.21%)Rejected-Finance | 2 | Rejected-Finance HIGH | |
| 3 | Rejected-Technical AJITH BHAVAN KANNANALLOOR KOLLAM KERALA | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SAJITH L3 | MUHAMMEDALI PALAPPETTA PUTHANPALLIYALI L1 | SUHAIB V. P. L4 | VIMAL RAJU L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. | 40.95 | cum | 11 ₹450.45 | 9.77 ₹400.08 Lowest | 11.87 ₹486.08 | 10.38 ₹425.06 |
| 1.00 | OD194015/2025-2026:Modified AR 51.2.3 Filling with Quarry Muck &lt;br&gt; 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` | 2.25 | cum | 699.3 ₹1,573.43 | 623.04 ₹1,401.84 Lowest | 756.75 ₹1,702.69 | 661.94 ₹1,489.37 |
| 1.00 | 4.1.A.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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 24.3 | cum | 2,278.7 ₹55,372.41 | 2,030.82 ₹49,348.93 Lowest | 2,465.94 ₹59,922.34 | 2,157.01 ₹52,415.34 |
| 1.00 | OD193993/2025-2026: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) | 40.95 | cum | 6,255.2 ₹2,56,150.44 | 5,574.77 ₹2,28,286.83 Lowest | 6,769.12 ₹2,77,195.46 | 5,921.08 ₹2,42,468.23 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
23 Oct 2025, 4:00 pmClosed
AE LIDEW EDAVANNA GP
AE LID AND EW SECTION EDAVANNA GP
, Project no256/26 Muthupara Poopozhinji Road Construction-in ward 2-General Civil Work
2025_LSGD_808886_7
T3/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
₹10,585
Yes
18 Nov 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
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