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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC KOODETHIL MUKKU MALANCHERN ROAD KUNNUMMAL RAMA PA KOZHIKODE KERALA | KOZHIKODE | KERALA | 612906 | 1 | Accepted-AOC LOW | |
| 2 | 2₹3.6 L−₹27,459.26 (7.04%)Rejected-Finance | 2 | Rejected-Finance REJECTED | |
| 3 | 3₹3.9 L+₹1,917.18 (0.49%)Rejected-Finance KANNUR | KERALA | 670001 | 3 | Rejected-Finance REJECTED | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance NA | NA | NA | 121004 | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC | |
| 5 | Rejected-Technical | - | Rejected-Technical rejected |
Tender Value
₹4.1 L
EMD Value
₹10,331
Closing Date
19 Oct 2023, 6:00 pmClosed
AE EDACHERI
AE EDACHERI
Annual Plan-EDACHERY GP 2023-24 Construction of Nottayil transformer Nellikulathil Road -in ward Pr. no 63/24- General Civil Work
2023_LSGD_611867_1
7/AE/EDY/1/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
EDACHERI
Please refer Tender documents.
8 documents required · 8 mandatory
₹915
Yes
₹10,331
Yes
30 Dec 2023
10 Oct 2023
21 Oct 2023
10 Oct 2023
19 Oct 2023
10 Oct 2023
Amount
appendix-1
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.
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)
VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
PRAKASAN THADATHIL MEETHAL
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
Dominic Dominic
VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY
PRAKASAN THADATHIL MEETHAL
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_914448.pdf
boq_comp_chart.xlsx
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