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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | R1₹33.9 LAccepted-AOC | R1 | Accepted-AOC LOWEST BIDDER | |
| 2 | R2₹36.6 LRejected-AOC | R2 | Rejected-AOC HEIGHEST BIDDEER |
Tender Value
₹33.9 L
EMD Value
₹2,760
Closing Date
6 Mar 2024, 6:00 pmClosed
AE
AE
MPLADS Construction of Shanmugham Canal North East bund road in Padiyur GP
2024_LSGD_663853_4
05/2024/AE/LIDEW/VLGRBP
Open Tender
Civil Works - Roads
Item Wise
360 days
SUB DIVISION OFFICE VELLANGALUR BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹50,000
Yes
₹2,760
Yes
21 Mar 2024
26 Feb 2024
11 Mar 2024
26 Feb 2024
6 Mar 2024
26 Feb 2024
Amount
concrete pipe
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
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia
TILE PAVING
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
OD49843/2022-2023: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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.
OD388556/2023-2024:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 [ conforming to IS 15658: 2006, for medium traffic low volume roads ] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tile in lines and levels as per the direction of the departmental officers at site, inclusive of all cost & amp; conveyance charge etc. complete [morth 55.23 modified]
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD50069/2022-2023:NAME BOARD
Babu Isaac
Bidder Name
M D JAISON
Babu Isaac
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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