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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | L1 | Accepted-AOC AGGREMENT EXECUTED | |
| 2 | L2₹1.3 L+₹4,682.73 (3.73%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.3 L+₹7,738.53 (6.16%)Rejected-Finance | L3 | Rejected-Finance REJECT | |
| 4 | L4₹1.4 L+₹11,458.77 (9.12%)Rejected-Finance | L4 | Rejected-Finance REJECT | |
| 5 | L5₹1.5 L+₹21,766.40 (17.3%)Rejected-Finance | L5 | Rejected-Finance REJECT |
Tender Value
₹1.7 L
EMD Value
₹4,225
Closing Date
17 Dec 2024, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KOPPAM GP
Vattaparambu Kandaruthodi Renovation-Ward-1,Project no-278/25
2024_LSGD_713653_25
09/AE/LIDEW/2023
Open Tender
Civil Works - Roads
Item Rate
180 days
KOPPAM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,225
Yes
14 Feb 2025
7 Dec 2024
20 Dec 2024
7 Dec 2024
17 Dec 2024
7 Dec 2024
7 Dec 2024 - 17 Dec 2024
Amount
Concreting
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.
OD120226/2024-2025: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408
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)
OD122872/2024-2025:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD122873/2024-2025:Filling with Quarry Muck &amp;1t;br&amp;gt;Filling up low lying and water logged areas with local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD120236/2024-2025:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
ANWAR CONSTRUCTION (BID ID -2019627)
ABDUL AZEEZ A K (BID ID -2019306)
VIJITH M (BID ID -2021724)
ABDUL RAZACK T T (BID ID -2022032)
Bidder Name
ABDUL RAZACK T T
VIJITH M
SANTHOSH K
ABDUL AZEEZ A K
ANWAR CONSTRUCTION
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1124524.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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