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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.8 L+₹1.5 L (28.2%)Rejected-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹6.8 L
EMD Value
₹16,944
Closing Date
24 Jan 2024, 12:00 pmClosed
Assisstant Engineer
OFFICE OF AE LSGD POTTASSERY
KANJIRAPUZHA GRAMAPANCHAYATH-2023-24 PRO.NO.286/24-PALLIPADY CANAL MUKKU KOONAL ROAD INTERLOCK
2024_LSGD_644111_9
AE/LSGD/THIRD 23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
OFFICE OF AE LSGD POTTASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,944
Yes
22 Aug 2024
15 Jan 2024
27 Jan 2024
15 Jan 2024
24 Jan 2024
15 Jan 2024
Amount
Interlock
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.
OD303395/2023-2024:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; 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 manually compacting to achieve the desired density, complete as per Technical Specification Clause 401. &lt;br&gt; (i) For Grading I Material .Derived from Code 4.1.A.1.
OD303455/2023-2024:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
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)
OD303396/2023-2024:Filling with quarry muck<br>Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
SULAIMAN M K
yusaf
Bidder Name
MOHAMMED MUSTHAFA V
SULAIMAN M K
yusaf
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_985439.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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