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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC L S G D UNNIKULAM | KOZHIKODE | KERALA | 612906 | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.3 L+₹6,966 (5.52%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ANAPPARA ASSOCIATES AND DEVELOPERS PRIVATE LIMITED L1 | APA Transporters and Builders L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 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. | 11.66 | cum | 14.81 ₹172.74 Lowest | 80 ₹933.12 |
| 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 | 7.78 | cum | 3,077 ₹23,926.75 Lowest | 3,500 ₹27,216 |
| 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) | 11.66 | cum | 8,750 ₹1,02,060 Lowest | 9,000 ₹1,04,976 |
Tender Value
₹1.3 L
EMD Value
₹3,164
Closing Date
5 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION UNNIKULAM
E-TENDER Annual Plan-MAVULLA KANDY ROAD CONCRETE UNNIKULAM G R A M A P A N C H A Y A T . - P R O J E C T.407/25-26-General Civil Work
2026_LSGD_840100_1
109/AE/LIDEW/UKLM/25-26
Open Tender
Civil Works - Roads
Item Rate
UNNIKULAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,164
Yes
20 Jul 2026
25 Feb 2026
7 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 1.001 | 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. | 1 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
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