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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | KANNADATHIL SREENIVASAN L1 | M.K KUNHAMU L2 |
|---|---|---|---|---|---|
| 1.00KAYALAM VARYAPADAM ROAD | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 474 | sqm | 12 ₹5,688 Lowest | 12 ₹5,688 Lowest |
| 1.00 | OD212867/2025-2026: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 | 41.71 | cum | 786 ₹32,785.63 Lowest | 900 ₹37,540.8 |
| 1.00 | OD212873/2025-2026:Departmental-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. (ii) UsingGravel mix soil.(modified 4.11.2) | 20.86 | cum | 162 ₹3,378.67 Lowest | 170 ₹3,545.52 |
| 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. (ii) Using Gravel mix soil. | 20.86 | cum | 1,902 ₹39,668.11 Lowest | 2,000 ₹41,712 |
| 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) | 85.32 | cum | 7,317 ₹6,24,286.44 Lowest | 8,000 ₹6,82,560 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
20 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2026_LSGD_827512_1
EE/LSGD/KKD/274/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Peruvayal
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,184
Yes
27 Apr 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
KAYALAM VARYAPADAM ROAD
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD212867/2025-2026: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
OD212873/2025-2026:Departmental-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. (ii) UsingGravel mix soil.(modified 4.11.2)
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. (ii) Using Gravel mix soil.
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)
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