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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.4 L+₹41,259.10 (10.5%)Rejected-AOC | L2 | Rejected-AOC L3 | |
| 3 | L3₹4.6 L+₹67,346.60 (17.1%)Rejected-Finance CHERUPILLY HOUSE CHERANALLOOR | CHERANALLOOR | KERALA | L3 | Rejected-Finance L3 |
Tender Value
₹2.2 L
EMD Value
₹5,384
Closing Date
6 Oct 2023, 6:00 pmClosed
Assisstant Engineer
o/o Assisstant Engineer Vazhakulam
Annual Plan VZKLM GP 2023-24 297/24 Mucheth Road Tiling Ward 7 in Vazhakulam GP
2023_LSGD_606738_16
02/2023/AE/LIDEW/VZKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
Marampally
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,384
Yes
4 Jan 2024
26 Sept 2023
7 Oct 2023
26 Sept 2023
6 Oct 2023
26 Sept 2023
Amount
Tiling
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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
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
OD155627/2023-2024:Providing and Laying of interlocking concrete block pavement using 80mm M40 Hydraulic blocks of approved size and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate 0f 50mm average thickness etc all complete as per the direction of Engineer-in-charge
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)
NAME BOARD
OD155626/2023-2024: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
NABIL C S
Muhammed kunju MA
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
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