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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC FIRST | |
| 2 | L2₹4.1 L+₹13,580.20 (3.42%)Rejected-AOC | L2 | Rejected-AOC SECOND | |
| 3 | L3₹4.3 L+₹34,947.80 (8.80%)Rejected-AOC | L3 | Rejected-AOC THIRD | |
| 4 | L4₹4.5 L+₹55,548.90 (14.0%)Rejected-AOC | L4 | Rejected-AOC FOURTH | |
| 5 | L5₹4.6 L+₹66,238.02 (16.7%)Rejected-AOC | L5 | Rejected-AOC FIFTH |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
16 Jan 2023, 4:00 pmClosed
AE
LSGD SECTION
KODUMPARAMBU BAGAVATHIKSHETHRAM ROAD CONCRETE - WARD 7 (167/23)
2023_LSGD_546588_1
AE/OLV/6/23
Open Tender
Civil Works - Roads
Item Rate
180 days
OLAVANNA
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,580
Yes
13 Apr 2023
6 Jan 2023
18 Jan 2023
6 Jan 2023
16 Jan 2023
6 Jan 2023
Amount
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD92870/2022-2023: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
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)
OD93813/2022-2023:Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
OD93821/2022-2023:Fabricating and fixing of Name Board using granite stone with painting and lettering including all expenses
CHELEMBRA CONSTRUCTIONS LLP
Anilan NM
V ARUN KUMAR
DILEEP KUMAR P M
Bidder Name
V ARUN KUMAR
DILEEP KUMAR P M
ADHARSH K
CHELEMBRA CONSTRUCTIONS LLP
Anilan NM
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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