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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance CHERUVALATH KUNNUMMAL ERAVANNUR MADAVOOR KOZHIKODE 673585 | KOZHIKODE | KERALA | 673585 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹31,528.46 (9.15%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KAMARUDDEEN L2 | NAVAS CK L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 68.75 | cum | 58.39 ₹4,014.31 | 50 ₹3,437.5 Lowest |
| 1.00 | OD122844/2026-2027:Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to
lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of Departmental officers at site
Code | 50.48 | cum | 3,391.39 ₹1,71,180.41 | 3,000 ₹1,51,425 Lowest |
| 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) | 3.98 | cum | 7,796.23 ₹30,990.01 | 7,000 ₹27,825 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 19.26 | cum | 55.94 ₹1,077.4 | 50 ₹963 Lowest |
| 1.00 | OD123800/2026-2027:Filling with Quarry muck<br>Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade | 12.04 | cum | 837.8 ₹10,085.44 Lowest | 850 ₹10,232.3 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 19.26 | cum | 7,488.88 ₹1,44,235.83 | 7,000 ₹1,34,820 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.17 | tonne | 82,273.48 ₹14,397.86 Lowest | 90,000 ₹15,750 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
12 Oct 2026, 10:00 amClosed
Assistant Engineer
O/O Assistant Engineer, Koduvally Muncipality
Please refer Tender documents.
2026_LSGD_863625_1
KDLYMCP/LSGD/AE/ET05(03)/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Koduvally
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,591
Yes
13 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 68.75 | cum | - | - |
| 1.002 | OD122844/2026-2027:Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to
lines and levels cost and conveyance of all materials labour charges etc.
complete as per direction of Departmental officers at site
Code | 50.48 | 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) | 3.98 | cum | - | - |
| 1.004 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 19.26 | cum | - | - |
| 1.005 | OD123800/2026-2027:Filling with Quarry muck<br>Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade | 12.04 | cum | - | - |
| 1.006 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 19.26 | cum | - | - |
| 1.007 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.18 | tonne | - | - |
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