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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₹2.3 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹2.4 L+₹6,952.14 (3.03%)Rejected-AOC | l2 | Rejected-AOC l2 | |
| 3 | l3₹2.4 L+₹11,784.17 (5.14%)Rejected-AOC KALPATHUR | l3 | Rejected-AOC l3 |
| Sl No | Description | Qty | Unit | Gireeshan K L2 | RAHUL C M L1 | CT ABDUL RAHIMAN L3 |
|---|---|---|---|---|---|---|
| 1.00concreting | ||||||
| 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. | 27.18 | cum | 18 ₹489.24 | 50 ₹1,359 | 12.99 ₹353.07 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 2.25 | cum | 78 ₹175.5 | 40 ₹90 Lowest | 57.67 ₹129.76 |
| 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. | 18.27 | cum | 2,400 ₹43,848 | 1,600 ₹29,232 Lowest | 2,002.45 ₹36,584.76 |
| 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) | 26.46 | cum | 7,240 ₹1,91,570.4 Lowest | 7,500 ₹1,98,450 | 7,703.99 ₹2,03,847.58 |
Tender Value
₹2.7 L
EMD Value
₹6,868
Closing Date
26 Aug 2025, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
PROJECT NO 333-NEDOOLI THAZHE URUPUNYAKAVU BEACH ROAD WARD - 13
2025_LSGD_786505_21
AE/MDY/TENDER/44/P/2025-26
Open Tender
Civil Works - Roads
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹610
Yes
₹6,868
Yes
27 Nov 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
18 Aug 2025 - 23 Aug 2025
Amount
concreting
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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)
Gireeshan K (BID ID -2308426)
CT ABDUL RAHIMAN (BID ID -2308550)
Bidder Name
CT ABDUL RAHIMAN
RAHUL C M
Gireeshan K
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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