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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | ₹1.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.4 L+₹3,316.13 (2.50%)Admitted-Fee/PreQual/Technical/Finance | ₹1.4 L+₹3,316.13 (2.50%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.4 L+₹7,308.87 (5.51%)Admitted-Fee/PreQual/Technical/Finance | ₹1.4 L+₹7,308.87 (5.51%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L1 | ABDUL LATHEEF AK L3 | ASRAF A L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 33.41 | cum | 56 ₹1,871.13 | 56 ₹1,871.13 | 51.1 ₹1,707.4 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local 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. <br>(ii) Using Gravel mix soil. | 8.35 | cum | 1,625 ₹13,573.63 Lowest | 1,900 ₹15,870.7 | 1,849.6 ₹15,449.71 |
| 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) | 16.71 | cum | 7,020 ₹1,17,276.12 Lowest | 7,320 ₹1,22,287.92 | 7,116 ₹1,18,879.9 |
Tender Value
₹1.7 L
EMD Value
₹4,198
Closing Date
14 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OMASSERY
CIVIL WORK
2026_LSGD_867987_13
E TENDER 01/2026 27/AE/LID EW/OMY
Open Tender
Civil Works - Roads
Item Rate
180 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,198
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 33.41 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local 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. <br>(ii) Using Gravel mix soil. | 8.35 | 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) | 16.71 | cum | - | - |
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