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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | 1 | Accepted-AOC lowest amount | |
| 2 | 2₹3.8 L+₹6,220.71 (1.68%)Rejected-AOC | 2 | Rejected-AOC bid not accepted | |
| 3 | 3₹4.5 L+₹81,307.45 (22.0%)Rejected-AOC | 3 | Rejected-AOC bid not accepted | |
| 4 | 4₹4.9 L+₹1.2 L (32.7%)Rejected-AOC KUNNUMMAL HOUSE CHUZHALI MOONNIYOOR SOUTH PO 676311 | MALAPPURAM | KERALA | 676311 | 4 | Rejected-AOC bid not accepted | |
| 5 | 5₹4.9 L+₹1.2 L (32.8%)Rejected-AOC | 5 | Rejected-AOC bid nbid not accepted |
Tender Value
₹4.5 L
EMD Value
₹6,694
Closing Date
25 Nov 2021, 3:00 pmClosed
ASSISTANT ENGINEER TIRUANGADI MUNICIPALITY
ASSISTANT ENGINEER TIRUANGADI MUNICIPALITY
Proj. no 86/22 , Thattan edavazhi Interlocking in Div 27
2021_LSGD_454023_1
Proj. no 86/22 , Thattan edavazhi Interlocking in
Open Tender
Civil Works - Others
Item Rate
180 days
TIRURANGADI MUNICIPALITY AT DIV-27
Please refer Tender documents.
4 documents required · 4 mandatory
₹893
₹6,694
23 Dec 2021
16 Nov 2021
30 Nov 2021
16 Nov 2021
25 Nov 2021
16 Nov 2021
Amount
Road interlocking
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.
od1470199/2021_2022 : 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
od1441260/2021_2022 : Interlocking Concrete Block Pavement<br><br>Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(modified from 6.7.1)
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) a)Materials
SAINUDHEEN CH
Mohammed Rahees
HYDROS
kunnummalpaperworks
Bidder Name
Mohamed Fazal
HYDROS
SAINUDHEEN CH
kunnummalpaperworks
Mohammed Rahees
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_649328.pdf
boq_comp_chart.xlsx
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details.html
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