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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.2 L+₹19,445.71 (3.92%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.3 L+₹32,778.25 (6.60%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.9 L+₹96,202.33 (19.4%)Rejected-Finance NILESHWAR KERALA | PALAKKAD | KERALA | 678001 | L4 | Rejected-Finance L4 |
Tender Value
₹5.9 L
EMD Value
₹14,819
Closing Date
20 Feb 2024, 5:00 pmClosed
Assistant Engineer, LID EW Section Cheruvathur G P
Assistant Engineer, LID EW Section Cheruvathur G P Cheruvathur P O
P NO 153 madakkara thalakatt Road improvement
2024_LSGD_657554_2
DB1/TN(06)/2023-24 dated 08/02/2024
Open Tender
Civil Works - Buildings
Item Rate
180 days
Cheruvathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,819
Yes
12 Mar 2024
13 Feb 2024
22 Feb 2024
13 Feb 2024
20 Feb 2024
13 Feb 2024
Amount
concrete
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. (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)
3.14: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.
NAME BOARD
OD240180/2023-2024:Providing name board including earth work excavation for fixing pipe trenches, c.c 1:2:4 for fixing pipe , steel work for GI pipe , painting and lettering etc
BABU M JOSEPH
M.V. BALAKRISHNAN
MUNTHIKOT KRISHNAN
Bidder Name
BABU M JOSEPH
C NARAYANAN
M.V. BALAKRISHNAN
MUNTHIKOT KRISHNAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1016239.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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