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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₹1.6 LAccepted-AOC HOUSE NO 10 PALLIKULAM THRIKKAKARA KERALA INDIA | ERNAKULAM | KERALA | 680667 | l1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹1.8 L
EMD Value
₹4,483
Closing Date
2 Nov 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE,PANMANA
OFFICE OF AE,PANMANA
Annual Plan-2024-25-CHALAAKKARA KAITHAPPUZHA ROAD CONCRETE WARD NO.5 AT PANMANA G.P
2024_LSGD_699352_12
02/AE/LIDEW/PGP/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
PANMANA
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,483
Yes
OFFICE OF AE,PANMANA
1 May 2025
25 Oct 2024
5 Nov 2024
25 Oct 2024
2 Nov 2024
25 Oct 2024
25 Oct 2024
Amount
Road concreting
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)
OD137922/2024-2025:Filling with contractors own earth( excluding rock ) IN TRENCHES PLINTH SIDES OF FOUNDATION ETC IN LAYERS NOT EXCEEDING 20 CM IN DEPTH CONSOLIDATING EACH DEPOSITED LAYERS BY RAMMING AND WATERING , LEAD UP TO 50 M AND LIFT UP TO 1.50 M AS PER DIRECTION OF SITE ENGINEER IN CHARGE
SAJEEVAN
ABDUL MAJEEDU M
BAHULAYAN S
Bidder Name
SAJEEVAN
RADHAKRISHNAN V
BAHULAYAN S
ABDUL MAJEEDU M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1092248.pdf
boq_comp_chart.xlsx
xlsx
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