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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC E I HOUSE ERDUMKADAVU PO MUTTATHODY KASARAGOD | KASARAGOD | KERALA | 670511 | ₹1.7 L | L1 | Accepted-AOC AOC AWARDED |
| 2 | L2₹1.8 LRejected-Finance | ₹1.8 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | MUNEER MOIDU L2 | MOIDEEN MAHFOOS E M 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. | 72 | sqm | 15 ₹1,080 | 15 ₹1,080 |
| 1.00 | OD435318/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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 | 3.24 | cum | 191 ₹618.84 | 191 ₹618.84 |
| 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. | 7.8 | cum | 2,338 ₹18,236.40 | 2,338 ₹18,236.40 |
| 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) | 16.56 | cum | 9,550 ₹1.6 L | 8,997 ₹1.5 L |
Tender Value
₹1.7 L
EMD Value
₹4,223
Closing Date
3 Feb 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KASARAGOD MUNICIPALITY
No.76-Ward 3-guthu Road Last Portion Concrete-Ward 3
2026_LSGD_830748_3
14/2025-26/AE/LSGD/KSD/KMC
Open Tender
Civil Works - Roads
120 days
KASARAGOD MUNICIPALITY
Please refer tender documents
9 documents required · 9 mandatory
₹555
Yes
₹4,223
Yes
6 Apr 2026
26 Jan 2026
4 Feb 2026
26 Jan 2026
3 Feb 2026
26 Jan 2026
Road concrete
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.
OD435318/2025-2026:Granular sub-base/base/surface course with scarified serviceable (dept.) materials 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
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.
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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