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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹3.9 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC REJECT |
| 3 | L3₹4.2 LRejected-Finance | ₹4.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹4.2 LRejected-Finance | ₹4.2 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | V V Manojan L1 | M CHANDRAN L3 | RASHEED M L4 | AJITHKUMAR.C L2 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | |||||||
| 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. | 231 | sqm | 15 ₹3,465 | 13.55 ₹3,130.05 | 13.58 ₹3,136.98 | 10 ₹2,310 |
| 1.00 | OD378567/2025-2026:od1480723/2021_2022 :Granular sub-base/base/surface course with serviceable material available during
scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2) | 9.24 | cum | 160 ₹1,478.40 | 172.33 ₹1,592.33 | 172.77 ₹1,596.39 | 245 ₹2,263.80 |
| 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. | 21.18 | cum | 2,200 ₹46,596 | 2,104.25 ₹44,568.02 | 2,109.62 ₹44,681.75 | 2,000 ₹42,360 |
| 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. | 7.32 | cum | 100 ₹732 | 58.09 ₹425.22 | 58.23 ₹426.24 | 60 ₹439.20 |
| 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) | 45.63 | cum | 7,400 ₹3.4 L | 8,097.31 ₹3.7 L | 8,118.01 ₹3.7 L | 8,000 ₹3.7 L |
Tender Value
₹4.7 L
EMD Value
₹11,644
Closing Date
23 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KANHANGAD MUNICIPALITY
ROAD CONCRETING
2026_LSGD_836393_1
05/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
90 days
KANHANGAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,030
Yes
₹11,644
Yes
29 May 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
CONCRETING
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.
OD378567/2025-2026:od1480723/2021_2022 :Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( 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. <br>(ii) Using Gravel mix soil.
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.
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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