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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC FIRST | |
| 2 | L2₹4.7 L+₹14,050.44 (3.11%)Rejected-AOC | L2 | Rejected-AOC SECOND | |
| 3 | L3₹4.8 L+₹28,022.50 (6.20%)Rejected-Finance | L3 | Rejected-Finance THIRD |
Tender Value
₹4.7 L
EMD Value
₹11,643
Closing Date
27 Feb 2025, 4:30 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
549- VARIOUS ROAD WORK IN WARD -15 KAKKAT PARAMB ROAD CONCRETE 2- BIRAN KOYA HAJI ROAD CONCRETE
2025_LSGD_739734_1
AE/OLV/9/24
Open Tender
Civil Works - Roads
Item Rate
180 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹1,030
Yes
₹11,643
Yes
21 Apr 2025
19 Feb 2025
1 Mar 2025
19 Feb 2025
27 Feb 2025
19 Feb 2025
Amount
BIRAN KOYA HAJI ROAD
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
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)
KAKKAT PARAMB ROAD
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
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)
VIJITH KUMAR B P (BID ID -2128392)
M VINOD KUMAR (BID ID -2129767)
Bidder Name
VIJITH KUMAR B P
ASSAN KOYA K
M VINOD KUMAR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1190007.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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