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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₹7.3 LAccepted-AOC | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹7.9 L+₹52,020.46 (7.09%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M T JEEVANANDAN L2 | Premjith L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 78.66 | cum | 14.06 ₹1,105.96 | 12.96 ₹1,019.43 Lowest |
| 1.00 | OD130074/2025-2026:Filling with contractors on earth(excluding rock) in trenches ,plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge(based on 50.2.25.1) | 41.34 | cum | 653.59 ₹27,019.41 | 610.68 ₹25,245.51 Lowest |
| 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. (ii) Using Gravel mix soil. | 41.1 | cum | 2,139.45 ₹87,931.4 | 1,997.89 ₹82,113.28 Lowest |
| 1.00 | OD130098/2025-2026:GSB withou roller
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 without 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.
GSB
Poozhiyil
valappil footpath 1.000 111.000 1.200 0.100 13.32 | 11.34 | cum | 1,999.78 ₹22,677.51 | 1,867.46 ₹21,177 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) | 78.66 | cum | 8,231.06 ₹6,47,455.18 | 7,686.42 ₹6,04,613.8 Lowest |
Tender Value
₹8.4 L
EMD Value
₹20,976
Closing Date
7 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, [email protected]
Please refer Tender document
2025_LSGD_780924_1
PP/EG7/2025-26/SE/213
Open Tender
Civil Works - Roads
Item Rate
330 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,850
Yes
₹20,976
Yes
3 Oct 2025
31 Jul 2025
8 Aug 2025
31 Jul 2025
7 Aug 2025
31 Jul 2025
Amount
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
OD130074/2025-2026:Filling with contractors on earth(excluding rock) in trenches ,plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge(based on 50.2.25.1)
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. (ii) Using Gravel mix soil.
OD130098/2025-2026:GSB withou roller 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 without 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. GSB Poozhiyil valappil footpath 1.000 111.000 1.200 0.100 13.32
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)
M T JEEVANANDAN (BID ID -2278087)
Bidder Name
Premjith
M T JEEVANANDAN
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finance_1280452.pdf
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