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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.4 L+₹41,259.10 (10.5%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.6 L+₹67,346.60 (17.1%)Rejected-AOC CHERUPILLY HOUSE CHERANALLOOR | CHERANALLOOR | KERALA | L3 | Rejected-AOC L3 |
Tender Value
₹4.4 L
EMD Value
₹11,017
Closing Date
6 Oct 2023, 6:00 pmClosed
Assisstant Engineer
o/o Assisstant Engineer Vazhakulam
Annual Plan Vazhakulam GP Pro no 300-23- 24 Maampilly Parayankudi Road Tiling ward 8 Vazhakulam GP
2023_LSGD_606738_17
02/2023/AE/LIDEW/VZKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
Marampally
Please refer Tender documents.
7 documents required · 7 mandatory
₹975
Yes
₹11,017
Yes
5 Jan 2024
26 Sept 2023
7 Oct 2023
26 Sept 2023
6 Oct 2023
26 Sept 2023
Amount
INTERLOCKING
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD125387/2023-2024:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer- in-charge.
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)
NAME BOARD
OD125394/2023-2024:providing name board of average size 90cmx60cm fixing with 50mm GI pipe post includong bottom concreting painting lettering etc complete -as detailed below. Earthwork excavaion in all class of soil,PCC 1;4;8,5mm GI pipe as main post of avarage length 180 CM,support strut with 25mm GI pipe 2 nos 50cm, 1mm thick MS sheet board of frame with 40x40x6mm angle iron and 3mm thick MS gusset plates at junction,over all painting with synthetic enamel paint and lettering with synthetic enamel paint
Muhammed kunju MA
NABIL C S
Bidder Name
NASSAR K M
NABIL C S
Muhammed kunju MA
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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