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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.1 L+₹1.4 L (9.35%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹17.1 L+₹2.3 L (15.8%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹18.6 L+₹3.8 L (26.0%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹18.8 L
EMD Value
₹46,950
Closing Date
18 Dec 2023, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KANHANGAD MUNICIPALITY
ROAD CONCRETE
2023_LSGD_613983_2
E1/10103/23
Open Tender
Civil Works - Roads
Item Rate
90 days
KANHANGAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,500
Yes
₹46,950
Yes
28 Feb 2024
7 Dec 2023
21 Dec 2023
7 Dec 2023
18 Dec 2023
7 Dec 2023
Amount
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD57893/2023-2024: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 departmental 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>
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
3.4: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
steny m joy
ABDULRAHIMAN P
AJITHKUMAR.C
Bidder Name
AJITHKUMAR.C
BABU M JOSEPH
steny m joy
ABDULRAHIMAN P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_949467.pdf
boq_comp_chart.xlsx
xlsx
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