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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₹9.2 LAccepted-AOC E W MAYAKKODI | KOZHIKODE | KERALA | 612906 | L1 | Accepted-AOC work awared | |
| 2 | L2₹9.9 L+₹75,519.94 (8.25%)Rejected-Finance MANCHAPARAMMEL HOUSE PANTHEERANKAVU POST KOZHIKODE 673019 | KOZHIKODE | KOZHIKODE | KERALA | 673019 | L2 | Rejected-Finance 2nd lowest | |
| 3 | L3₹9.9 L+₹76,209.45 (8.33%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest | |
| 4 | L4₹9.9 L+₹78,911.55 (8.62%)Rejected-Finance | L4 | Rejected-Finance 4th lowest | |
| 5 | L5₹10.1 L+₹91,994.07 (10.1%)Rejected-Finance | L5 | Rejected-Finance 5th lowest |
Tender Value
Refer Docs
EMD Value
₹28,168
Closing Date
7 Aug 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Office of theAssistant Executive Engineer, PWD Roads Sub Division, Vatakara
DEPOSIT REformation work to KWA cutting on Ambalakulangara Vattakandipara road
2024_PWD_683012_1
D5/TN/01/2024-25
Open Tender
Civil Works - Roads
Item Rate
90 days
Kuttiady
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹28,168
Yes
22 Oct 2024
30 Jul 2024
9 Aug 2024
30 Jul 2024
7 Aug 2024
30 Jul 2024
Amount
Reformation works
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
OD214208/2023-2024:Filling with granular material on trench as per drawing and Technical Specification
OD208846/2023-2024:Construction of granular sub-base by providing graded material, spreading in uniform layers on a prepared surface, mixing by mix in-place method, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
MOOSSA M
N.Chandran
WILSONTHOMAS
MOHAMMED KUNHI B K
SAFEER S K
IRINGANNUR LABOUR CONTRACT CO OPERATIVE SOCEITY LTD D 3244
Bidder Name
MOOSSA M
MOHAMMED KUNHI B K
WILSONTHOMAS
CHANDRAN
N.Chandran
IRINGANNUR LABOUR CONTRACT CO OPERATIVE SOCEITY LTD D 3244
SAFEER S K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1062641.pdf
boq_comp_chart.xlsx
xlsx
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