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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₹6.7 LAccepted-AOC | l1 | Accepted-AOC l1 |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
25 Mar 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY
RETENDER-Mananthavady Municipality Pro no 609/24-25 VARADIMOOLA KURISSUPALLIYUDEYUM KARTHYAYANIYUDEYUM VEEDINU SAMEEPAM ROAD SIDE PROTECTION
2025_LSGD_752384_61
TN/5/2025
Open Tender
Civil Works - Roads
Item Rate
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,495
Yes
₹16,947
Yes
20 Jun 2025
20 Mar 2025
26 Mar 2025
20 Mar 2025
25 Mar 2025
20 Mar 2025
Amount
Side Protection work
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD464707/2024-2025:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD464706/2024-2025:providing concrete for plain concrete in TOP belt concrete in DR Retainning walls complete as per drawings and direction.
OD464705/2024-2025:Filling with contractorown earth ( excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Bidder Name
C.K.SKARIYA
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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