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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₹25.4 LAccepted-AOC | L1 | Accepted-AOC IN ORDER | |
| 2 | L2₹26.0 L+₹56,546.63 (2.22%)Rejected-AOC | L2 | Rejected-AOC IN ORDER |
Tender Value
₹25.4 L
EMD Value
₹50,000
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
O/O Assistant Engineer LID EW section Pothencode
LRRP 2024-25, Nedumangad LAC, Sl.No 1420- Thenganaamkode - Earuparakkode - Panayilkada Road ,Pothencode GP ,TVPMGeneral Civil Work
2025_LSGD_750654_6
05/TEND/AE/LIDEW/PCD/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
Pothencode GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
3 May 2025
15 Mar 2025
26 Mar 2025
15 Mar 2025
25 Mar 2025
15 Mar 2025
Amount
ROAD WORK
OD418527/2024-2025:Surface dressing of ground including removing vegetation and inequalities not exceeding 150 mm deep and disposal of rubbish lead up to 50 m and lift 1.5 m etc. complete.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD445012/2024-2025:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.(Derived from Mord Spec 10 3 A 2)
K MOHANAN NAIR (BID ID -2175606)
Bidder Name
AJAYAKUMAR G
K MOHANAN NAIR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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