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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹4.5 L
EMD Value
₹9,600
Closing Date
20 Dec 2022, 4:00 pmClosed
ASSISTANT ENGINEER
OTTAPALAM MUNICIPALITY
INTERLOCKING
2022_LSGD_538102_1
09/AE/LSGD/OTP/2022-2023
Open Tender
Civil Works - Roads
Item Rate
180 days
OTTAPALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
₹9,600
10 Mar 2023
12 Dec 2022
22 Dec 2022
12 Dec 2022
20 Dec 2022
12 Dec 2022
Amount
INTERLOCKING
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.
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
OD258140/2022-2023:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
UDAYAKUMAR V K
SETHUMADHAVAN K P
Muralikrishnan PT
Bidder Name
Muralikrishnan PT
M Balakrishnan
SETHUMADHAVAN K P
UDAYAKUMAR V K
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_782776.pdf
boq_comp_chart.xlsx
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details.html
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