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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.4 L+₹26,248.17 (2.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹12.7 L
EMD Value
₹31,771
Closing Date
7 Jan 2025, 1:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LSGD section Cheruthazham
Renovation works to Malliyott Analakkattillam road
2024_LSGD_720518_36
AE/LSGD/CHERT/02/2024
Open Tender
Civil Works - Roads
Item Rate
Cheruthazham
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,771
Yes
23 Feb 2025
30 Dec 2024
7 Jan 2025
30 Dec 2024
7 Jan 2025
30 Dec 2024
Amount
Interlocking
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.
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.
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.
OD346877/2024-2025:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required pattern over and including 50 mm thick compacted bed of stone aggregate, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. ( 16.68 Modified with 80mm thick CC block )
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
N V GANESHAN (BID ID -2052041)
Bidder Name
K V BALAKRISHNAN
N V GANESHAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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