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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC | ₹1.2 L | 1 | Accepted-AOC lowest |
| 2 | 2₹1.4 L+₹20,347.98 (17.1%)Rejected-Finance | ₹1.4 L+₹20,347.98 (17.1%) | 2 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | VIMAL RAJU L1 | SUHAIB V. P. 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. | 15.66 | cum | 10.38 ₹162.55 Lowest | 12.2 ₹191.05 |
| 1.00 | OD196135/2025-2026:(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 | 10.44 | cum | 2,127.46 ₹22,210.68 Lowest | 2,500.15 ₹26,101.57 |
| 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) | 15.66 | cum | 6,157.92 ₹96,433.03 Lowest | 7,207 ₹1,12,861.62 |
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
Edavanna GP-Project No 412/26 KOLAPPAD BRANODI URULAMKUNNU ROAD CONSTRUCTION LINE 1- KOLAPPAD BRANODI URULAMKUNNU ROAD
2025_LSGD_808886_38
T3/25-26
Open Tender
Civil Works - Roads
Item Rate
EDAVANNA
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
₹4,237
Yes
26 Nov 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
Amount
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.
OD196135/2025-2026:(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
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)
SUHAIB V. P. (BID ID -2405286)
Bidder Name
SUHAIB V. P.
VIMAL RAJU
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finance_1352009.pdf
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