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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₹4.9 LAccepted-AOC KERALA KL | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.3 L+₹34,558.77 (7.00%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical FATHIMA HOUSE PARAMBIL PO MARIKUNNU VIA KOZHIKODE 12 | KOZHIKODE | KOZHIKODE | KERALA | 673012 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
30 Oct 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
PERUVAYAL GRAMA PANCHAYATH
Annual Plan-85/25 - Peruvayal Grama Panchayat- Construction of Kalarippurayil Mupprakkunnu Road, Kappadaparambath Korangattu Road
2024_LSGD_699023_1
02/2024-25/AE/LIDEW/PERUVAYAL
Open Tender
Civil Works - Roads
Item Rate
270 days
POOVATTUPARAMBU
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,947
Yes
3 Dec 2024
23 Oct 2024
1 Nov 2024
23 Oct 2024
30 Oct 2024
23 Oct 2024
Amount
Kalarippurayil muprakunnu road
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.
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.
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)
Kappadaparambath Korangattu Nadapatha
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.
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.
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)
Ummer PP
JAYAPRAKASAN E C
ABDUL NIZAR N M
MUHAMMED O
Bidder Name
MUHAMMED O
ABDUL NIZAR N M
JAYAPRAKASAN E C
KISHOR P E
Ummer PP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1091064.pdf
boq_comp_chart.xlsx
xlsx
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