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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical ABHISHEK JIDISABHARM KAZHIVOOS MORAPPABM KARJAMKULAM | CUDDALORE | TAMIL NADU | 608703 | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹8.9 L
EMD Value
₹22,500
Closing Date
5 Jun 2020, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, Neyyattinkara Muncipality
Manaloor palam to Kavuvila palam road concrete in Nilamel ward (284)
2020_LSGD_360379_22
1/AEE/LSGD/NTA/2020-21
Open Tender
Civil Works - Roads
Item Rate
Neyyattinkara
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,124
Yes
online
₹22,500
Yes
10 Oct 2021
29 May 2020
10 Jun 2020
29 May 2020
5 Jun 2020
29 May 2020
Amount
Road concrete
od658089/2020_2021 : Plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion ,construction joints,curing of concrete slabs for 14 days, finishing to lines and grade as per drawing and Technical Specifications clause 1501 (Modified 6.4 MORD with Formwork)<br><br>Code
od658091/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br><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<br>
Filling
51.2.3 : Filling with Quarry Muck <br> 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
RADHAKRISHNAN NAIR
Appukuttan.p
ABHISHEK J
SAJINI S S
SANTHOSHKUMAR R S
JIJO PAUL
Bidder Name
Appukuttan.p
STEPHEN
JIJO PAUL
RADHAKRISHNAN NAIR
SAJINI S S
ABHISHEK J
SANTHOSHKUMAR R S
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_508312.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
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