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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹7.5 L+₹15,980 (2.17%)Accepted-AOC | L2 | Accepted-AOC second lowest | |
| 3 | L3₹8.5 L+₹1.2 L (16.1%)Accepted-AOC | L3 | Accepted-AOC Third lowest | |
| 4 | L4₹8.6 L+₹1.2 L (16.6%)Accepted-AOC | L4 | Accepted-AOC Fourth lowest | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others- preliminary agreement was not executed in stamp paper. hence rejected. |
Tender Value
₹9.2 L
EMD Value
₹23,012
Closing Date
9 Feb 2022, 3:30 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER PWD ROADS SUBDIVISION , CHAVAKKAD
deposit work
2022_PWD_471544_1
30/2021-22/AEE/CKD
Open Tender
Civil Works - Roads
Item Rate
90 days
Valappad
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,030
Yes
₹23,012
Yes
15 Mar 2022
1 Feb 2022
11 Feb 2022
1 Feb 2022
9 Feb 2022
1 Feb 2022
Amount
Road works
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.19.2:Loosening, leveling 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 Table 300-2 for embankment construction.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
OD36903/2021-2022:Engaging Man mazdoor for clearing the site and drain, etc. as per the direction of departmental officers at site.
MUHSIN MOHAMED
N P MOHAMED MON
t.l.anto
Bidder Name
Pavoo Joseph
N P MOHAMED MON
t.l.anto
MUHSIN MOHAMED
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_676135.pdf
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