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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical | - | Rejected-Technical LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical LOWEST | |
| 4 | Rejected-Technical | - | Rejected-Technical LOWEST |
Tender Value
₹6 L
EMD Value
₹12,700
Closing Date
28 Dec 2022, 5:00 pmClosed
ASST ENGINEER
LID and EW SECTION THIRUNELLY
ADUMARI COLNY FOOTPATH CONCRETE IN THIRUNELLY GP
2022_LSGD_538344_1
AE/LSGD/TNLY/4/2022-23/(236)
Open Tender
Civil Works - Roads
Item Rate
180 days
ADUMARI COLNY FOOTPATH CONCRETE IN THIRUNELLY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,700
Yes
9 Apr 2023
21 Dec 2022
30 Dec 2022
21 Dec 2022
28 Dec 2022
21 Dec 2022
Amount
footpath concrete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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)
SAJAR A
Babu N V
Dr.George Mathew
Bidder Name
SAJAR A
MUHAMMED K
Dr.George Mathew
Babu N V
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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