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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹11.0 L
EMD Value
₹27,542
Closing Date
14 Oct 2026, 5:00 pm3d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Asst.Engineer
Municipal office Manjeri
Annual Plan-Ward Number 42-Project Number 751/27 Improvement Works of the Oranadathu Ambalam Road (2026-27)-General Civil Work
2026_LSGD_876746_5
2716147/26/3
Open Tender
Civil Works - Roads
Item Rate
180 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹27,542
Yes
6 Oct 2026
6 Oct 2026
16 Oct 2026
6 Oct 2026
14 Oct 2026
6 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting ornadath temple road | |||||
| 1.001 | 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. | 171 | sqm | - | - |
| 1.002 | OD86915/2026-2027:[OD From MoRD 3.3 &3.4] - Filling with Contractors own Earth (excluding Rock) in
open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by
ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer - in -
Charge | 32.91 | cum | - | - |
| 1.003 | OD86925/2026-2027:(OD from MORD 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 27.23 | 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) | 40.84 | cum | - | - |
| 2Interlock work for ornadath temple road | |||||
| 2.001 | 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. | 404.16 | sqm | - | - |
| 2.002 | OD99458/2026-2027:[OD from DAR 51.2.3] - 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 | 19.26 | cum | - | - |
| 2.003 | OD98586/2026-2027:(OD from MORD 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 40.42 | cum | - | - |
| 2.004 | OD98597/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified that 16.68 | 311.22 | sqm | - | - |
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