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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹24.2 L+₹59,998.77 (2.55%)Accepted-AOC KARAPARAMBIL PERUMPILLY | ERNAKULAM | KERALA | 680667 | L2 | Accepted-AOC REJECTED | |
| 3 | L3₹24.5 L+₹93,275.80 (3.96%)Accepted-AOC KAVANAL CONSTRUCTIONS PANAUKUDISH ERNAKULAM DISTRICT KERALA | ERNAKULAM | KERALA | 680667 | L3 | Accepted-AOC REJECTED |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
29 Oct 2024, 5:00 pmClosed
ASSISTANT ENGINEER
O/O ASSISTANT EXE.ENGINEER,LID AND EW SUBDIVISION MULANTHURUTHY
Annual Plan-Mulanthuruthy BP 2024-25- Interlocking tile laying in Therekkal Puthuvady road in ward 1 of Udayamperoor GP
2024_LSGD_698622_1
2/MLTY/AE/LSGD/2024-25
Open Tender
Civil Works - Others
Item Rate
365 days
mulanthuruthy
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
16 Dec 2024
22 Oct 2024
2 Nov 2024
22 Oct 2024
29 Oct 2024
22 Oct 2024
22 Oct 2024 - 29 Oct 2024
Amount
Interlocking tile laying
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.
OD43073/2024-2025:Sectioning up to 150mm and forming the surface for OLD road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge
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
OD43065/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 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)
K T THOMAS
Aby.K.Mathew
Bidder Name
Aby.K.Mathew
K T THOMAS
sudheesh PS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1090380.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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