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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-AOC THRISSUR THRISSUR KERALA 680582 | THRISSUR | KERALA | 680582 | 1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical SECOND |
Tender Value
₹6.8 L
EMD Value
₹16,939
Closing Date
1 Mar 2025, 3:00 pmClosed
Office of the Assistant Engineer, LID EW Section,
Office of the Assistant Engineer, LID EW Section, Madakkathara Grama Panchayat
PROJ.NO. 64/2024-25, GRANDMA LANE ROAD CONSTRUCTION IN WARD 2 -MADAKKATHARA GRAMA PANCHAYATH
2025_LSGD_741648_8
27/AE/24-25/MDK/TENDER11
Open Tender
Civil Works - Roads
Item Rate
30 days
Office of the Assistant Engineer, LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,939
Yes
21 Apr 2025
22 Feb 2025
3 Mar 2025
22 Feb 2025
1 Mar 2025
22 Feb 2025
Amount
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
OD409599/2024-2025: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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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. <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)
JAMAL KADAMANKOTTIL (BID ID -2132619)
Bidder Name
Abdulkhader AV
JAMAL KADAMANKOTTIL
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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