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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Roshin.A.K L5 | SREEJESH R. S. L3 | UNNIKRISHNAN V K L2 | PRAMOD V L4 | N M ABDUL NAZAR L1 |
|---|---|---|---|---|---|---|---|---|
| 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. | 116.78 | cum | 14.81 ₹1,729.44 | 13.87 ₹1,619.67 | 41 ₹4,787.78 | 14.81 ₹1,729.44 | 13.57 ₹1,584.64 Lowest |
| 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 | 77.85 | cum | 3,077.05 ₹2,39,548.34 | 2,883.18 ₹2,24,455.56 | 2,936 ₹2,28,567.6 | 3,077.05 ₹2,39,548.34 | 2,818.57 ₹2,19,425.67 Lowest |
| 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) | 116.78 | cum | 8,770 ₹10,24,116.75 | 8,231.05 ₹9,61,180.86 | 7,950 ₹9,28,361.25 Lowest | 8,550 ₹9,98,426.25 | 8,046.58 ₹9,39,639.38 |
| 1.00 | OD457310/2025-2026::providing and fixing metal name board of size 120x60 cm size with
15mm dia and 2mm thick GI PIPE 0.8mm angle for post etc CCof 1:2:4 | 1 | each | 5,000 ₹5,000 | 3,664.24 ₹3,664.24 | 4,128 ₹4,128 | 7,000 ₹7,000 | 3,581.56 ₹3,581.56 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
21 May 2026, 5:00 pmClosed
Executive Engineer
LID and EW Division Kozhikkode
Road
2026_LSGD_850870_1
EE/LSGD/KKD/12/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Balussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,775
Yes
8 Jul 2026
14 May 2026
23 May 2026
14 May 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 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. | - | 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) | - | cum | - | - |
| 1.004 | OD457310/2025-2026::providing and fixing metal name board of size 120x60 cm size with
15mm dia and 2mm thick GI PIPE 0.8mm angle for post etc CCof 1:2:4 | - | each | - | - |
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