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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC PAYYOLI MUNCIPALITY 16061859 RAJEESH CP 1606 SUB TREASURY PERAMBRA | KOZHIKODE | KERALA | 612906 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical PADIKKAL THATHA CHERI VATHMUKK | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ABDULLA KELOTH L2 | CHARAN N V L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 27.45 | cum | 15 ₹411.75 | 12.75 ₹349.99 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 33.75 | cum | 400 ₹13,500 Lowest | 417.9 ₹14,104.13 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6.45 | cum | 350 ₹2,257.5 | 324.99 ₹2,096.19 Lowest |
| 1.00 | OD89946/2024-2025:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including
packing to compactness to lines and levels cost and conveyance of all materials Laboure
charges etc. complete as per drawing and relevant Technical Specification. | 10.75 | cum | 3,800 ₹40,850 Lowest | 4,326.7 ₹46,512.03 |
| 1.00 | OD90444/2024-2025:supplying and fixing name board in granite stone 61cm x 92 cm fixed at site with cement mortar
1:4, 12mm thick including all coat of materials labour charges etc. complete | 1 | each | 5,000 ₹5,000 | 4,074.4 ₹4,074.4 Lowest |
| 1.01 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 77.63 | cum | 2,700 ₹2,09,601 | 2,691.95 ₹2,08,976.08 Lowest |
| 1.01 | 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) | 115.39 | cum | 8,000 ₹9,23,160 | 7,529.99 ₹8,68,923.2 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
14 Jan 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
LID and EW Division Kozhikode
Road
2025_LSGD_723719_1
EE/LSGD/KKD/67/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyoli
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,775
Yes
20 Aug 2025
7 Jan 2025
16 Jan 2025
7 Jan 2025
14 Jan 2025
7 Jan 2025
Amount
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD89946/2024-2025:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials Laboure charges etc. complete as per drawing and relevant Technical Specification.
OD90444/2024-2025:supplying and fixing name board in granite stone 61cm x 92 cm fixed at site with cement mortar 1:4, 12mm thick including all coat of materials labour charges etc. complete
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
ABDULLA KELOTH (BID ID -2059643)
Bidder Name
CHARAN N V
ABDULLA KELOTH
stage.html
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fin_eval.pdf
aoc.pdf
finance_1148719.pdf
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