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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC PONNARASSRY HOUSE MANATHALA CHAVAKKAD PO THRISSUR | CHAVAKKAD | THRISSUR | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.2 L+₹3,733.06 (0.26%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹12.9 L
EMD Value
₹32,156
Closing Date
19 Feb 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW SECTION PUNNAYUR GP
Road Concreting
2025_LSGD_736545_1
AE/LIDEW/PNR/40/25
Open Tender
Civil Works - Roads
Item Rate
180 days
PUNNAYUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹32,156
Yes
22 May 2025
11 Feb 2025
20 Feb 2025
11 Feb 2025
19 Feb 2025
11 Feb 2025
Amount
Side protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD423749/2024-2025:60.7.2. DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
OD311516/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD312239/2024-2025:od1266046/2021_2022 : Filling up low lying and water logged areas with local material /guarry muck ,spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
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.
OD312299/2024-2025:Supplying and fixing name board as directed by dept officers
road concreting
OD312237/2024-2025:od1266046/2021_2022 : Filling up low lying and water logged areas with local material /guarry muck ,spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
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)
SUDHEER P P (BID ID -2114051)
Bidder Name
Sunil
SUDHEER P P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1180809.pdf
boq_comp_chart.xlsx
xlsx
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