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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC NILESHWAR KERALA | PALAKKAD | KERALA | 678001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.2 L+₹13,434.05 (6.62%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.3 L+₹24,224.50 (11.9%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹2.2 L
EMD Value
₹5,442
Closing Date
15 Feb 2025, 6:00 pmClosed
AE LID and EW Pilicode section
AE LID and EW Pilicode section
PGP-289-25 - CHERUMOOLA VAYANASHALA ROAD IMPROVEMENT IN PILICODE GP
2025_LSGD_734920_4
ET04/AE/LSGD/PGP/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LID and EW Pilicode section
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,442
Yes
20 Mar 2025
6 Feb 2025
18 Feb 2025
6 Feb 2025
15 Feb 2025
6 Feb 2025
Amount
Cherumoola vayanashala road improvement
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD362183/2024-2025: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 compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>Using department materials
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 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.
OD355257/2024-2025:Providing and fixing nameboard of size 75x60 cm in L25x25x5 mm framework supported by 40 mm dia GI pipe embedded in concrete including fabricating, lettering and fixing etc. at site with all cost of conveyance etc.
NV PURUSHOTHAMAN (BID ID -2110130)
E RAVEENDRAN (BID ID -2109955)
Bidder Name
E RAVEENDRAN
NV PURUSHOTHAMAN
M.V. BALAKRISHNAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1177026.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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