Optimalisasi Penggunaan Alat Berat Pada Pekerjaan Pondasi Proyek Interconnecting Pipe Rack Foundation Pertamina RDMP RU-V Balikpapan

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Published: Oct 28, 2021
https://doi.org/10.32487/jutateks.v5i1.326
Keywords:
Cut and Fill, Efficiency, Foundation, Heavy Equipment, Optimization, Productivity
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Abstract views: 209

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Maizir Rozikin
Politeknik Negeri Balikpapan

Abstract





Most of the construction in the construction sector, such as building construction, bridges, highways, construction of dams uses heavy equipment. One of the Pertamina RDMP RU-V Balikpapan projects will carry out pipe rack foundation work with heavy equipment that will be used for this foundation work.


The research method used in this research is descriptive quantitative analysis method.


The results of the calculation show the productivity values ​​of each heavy equipment, namely: (1) the productivity of excavators is 99,450 m3/hour, 102 m3/hour, 128,323 m3/hour and 126,621 m3/hour. (2) Dump truck productivity is 13,031 m3/hour, 13,222 m3/hour and 15,017 m3/hour. (3) The productivity of rough terrain crane is 98.077 m3/hour. (4) Baby roller productivity is 76,775 m3/hour. The total time required for heavy equipment in this work is 88 hours with a total cost of all the tools used of IDR.48,682,000,-. The cost of each tool, namely: (1) IDR.21,188,500,-for the excavator. (2) IDR.11.672.000,-,- for dump trucks. (3) IDR.2.571.000,- for rough terrain crane. (4) IDR.13.250.000,- for baby roller. The results of the analysis of the most efficient alternative in terms of time and cost are alternative 3. This work can be completed within 59 hours with a total cost of IDR.38.832.000.-.


 






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 How to Cite
[1]
M. Rozikin, “Optimalisasi Penggunaan Alat Berat Pada Pekerjaan Pondasi Proyek Interconnecting Pipe Rack Foundation Pertamina RDMP RU-V Balikpapan”, JUTATEKS, vol. 5, no. 1, pp. 68-75, Oct. 2021.
 Issue
Vol 5 No 1 (2021): Oktober 2021
 Section
Articles
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