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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹62,289.95 (17.4%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
25 Dec 2023, 6:00 pmClosed
Assistant engineer
LID EW Peruvayal GP
Annual Plan-61/24-Peruvayal Grama Panchayath-Poovattuparambu Eranjikkal Road- General Civil Work
2023_LSGD_632507_1
08/2023-24/AE/LIDEW/PRVYL
Open Tender
Civil Works - Roads
Item Rate
240 days
poovattuparambu
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
23 Jan 2024
18 Dec 2023
27 Dec 2023
18 Dec 2023
25 Dec 2023
18 Dec 2023
Amount
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD279481/2023-2024:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (OD FROM DAR )
OD279480/2023-2024:Departmental-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.(modified 4.11.2)
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)
SAHADEVAN K M
V P ARAVINDAKSHAN
Bidder Name
MOOSAKUTTY PP
V P ARAVINDAKSHAN
SAHADEVAN K M
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_958545.pdf
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details.html
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