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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.4 L+₹13,584.38 (10.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188 L2 | LATHEEF A P L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 122.5 | sqm | 12.19 ₹1,493.28 | 11 ₹1,347.5 Lowest |
| 1.00 | OD163439/2026-2027:Granular sub-base/base/surface course with departmental materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Gravel mix soil. | 9.19 | cum | 155.38 ₹1,427.63 | 140.2 ₹1,288.16 Lowest |
| 1.00 | OD162799/2026-2027:Filling with Quarry Muck 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 | 3.06 | cum | 782.81 ₹2,396.96 | 706.4 ₹2,163 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) | 18.38 | cum | 7,282.33 ₹1,33,812.81 | 6,571.3 ₹1,20,747.64 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,196
Closing Date
9 Oct 2026, 3:00 pmClosed
Assistant Engineer LID EW Section Kodiyathoor GP
Assistant Engineer LID EW Section Kodiyathoor GP
Annual Plan- Project No 300/27,Kodiyathur GP-CONSTRUCTION OF KARALIPARAMBU PERINGOTTIL ROAD in Ward-11
2026_LSGD_875426_10
AE LID-EW TENDER -3-2026-27
Open Tender
Civil Works - Roads
Item Rate
Assistant Engineer LID EW Section Kodiyathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,196
Yes
14 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 122.5 | sqm | - | - |
| 1.002 | OD163439/2026-2027:Granular sub-base/base/surface course with departmental materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Gravel mix soil. | 9.19 | cum | - | - |
| 1.003 | OD162799/2026-2027:Filling with Quarry Muck 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 | 3.06 | cum | - | - |
| 1.004 | 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) | 18.38 | cum | - | - |
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