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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₹7.8 LAccepted-AOC | L1 | Accepted-AOC Accepted Prior approval dated 24/04/2025 of ramanattukara Municipality | |
| 2 | L2₹7.8 L+₹2,735.72 (0.35%)Rejected-AOC | L2 | Rejected-AOC Higher rate hence rejected | |
| 3 | L3₹8.0 L+₹26,030.12 (3.36%)Rejected-Finance | L3 | Rejected-Finance Higher rate hence rejected | |
| 4 | L4₹7.9 L+₹14,011.84 (1.81%)Rejected-Finance | L4 | Rejected-Finance Higher rate hence rejected |
Tender Value
₹8.0 L
EMD Value
₹20,031
Closing Date
1 Apr 2025, 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
LID and EW Ramanattukara Municipality
Please refer tender documents
2025_LSGD_754871_1
AE/RKARA/32/24-25
Open Tender
Civil Works - Roads
Item Rate
RAMANATTUKARA MUNCIPALITY
Please refer tender documents
10 documents required · 10 mandatory
₹1,770
Yes
₹20,031
Yes
2 Jun 2025
25 Mar 2025
3 Apr 2025
25 Mar 2025
1 Apr 2025
25 Mar 2025
Amount
ROAD CONCRETING
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD537865/2024-2025:Filling with contractor own earth (excluding rock) in sub grade and earthen shoulders 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.(modified 50.2.26.1)
OD528355/2024-2025: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 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
MUHAMMED ABDUL JAMAL A (BID ID -2184034)
Muksith (BID ID -2182901)
KP Musthafa (BID ID -2182902)
Bidder Name
RAFEEKU RAHMAN T.P
MUHAMMED ABDUL JAMAL A
Muksith
KP Musthafa
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1225729.pdf
boq_comp_chart.xlsx
xlsx
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