OPTIMALISASI WAKTU PELAKSANAAN PROYEK PEMBANGUNAN GEDUNG KANTOR DINAS PERHUBUNGAN PROVINSI JAWA TIMUR DENGAN MENGGUNAKAN CRITICAL PATH METHOD (CPM)
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Institusion
Universitas Bhayangkara Surabaya
Author
Kusyairi, M
Subject
Civil Engineering
Datestamp
2020-09-29 03:04:02
Abstract :
Project scheduling is one of the elements of planning results, which can provide information about the project plan and progress schedule in terms of performance in the form of costs, labor, and project duration plans with time progress for project completion. The possibility of a project occurs a delay in implementation, financing that exceeds the budget limit, and other problems that arise in the implementation of the project. Critical Path Method (CPM) is a network analysis that seeks to optimize the total cost of the project through the reduction or acceleration of the total time of completion of the project concerned, and has a series of activity components with the longest total amount of time and shows the fastest project completion period. Efficiency is divided into two, namely time efficiency and cost efficiency. Time efficiency is a level of economics in terms of the time of implementation until when the project is completed. While cost efficiency is the level of economics and sacrifice made to achieve the stated goals. The used to analyze the optimization of the construction of the East Java Provincial Transportation Agency office building project is a building planning drawing, work items and volume, S Curve, Budget Plan. The research was conducted at the contracting company PT. Inti Jaya Teknik, which is working on a building project for the office of the East Java Province Transportation Office, which is an office building project, precisely Jalan Ahmad Yani No. 268 Surabaya. The total cost of the project is Rp. 8.309.735.458,51. From the results of the discussion that has been carried out, it can be seen that additional costs are needed which initially the normal cost of accelerating work (Sunday 21-25) is Rp. 2.129.785.198,01 to Rp 2.206.816.864,01 or 0,036% of the normal cost of work acceleration 21-25). It is suggested in the next study to use alternative acceleration for other duration, which is not used in the following research so that it can be used as a comparison material to get more efficient and effective results.
Project scheduling is one of the elements of planning results, which can provide information about the project plan and progress schedule in terms of performance in the form of costs, labor, and project duration plans with time progress for project completion. The possibility of a project occurs a delay in implementation, financing that exceeds the budget limit, and other problems that arise in the implementation of the project. Critical Path Method (CPM) is a network analysis that seeks to optimize the total cost of the project through the reduction or acceleration of the total time of completion of the project concerned, and has a series of activity components with the longest total amount of time and shows the fastest project completion period. Efficiency is divided into two, namely time efficiency and cost efficiency. Time efficiency is a level of economics in terms of the time of implementation until when the project is completed. While cost efficiency is the level of economics and sacrifice made to achieve the stated goals. The used to analyze the optimization of the construction of the East Java Provincial Transportation Agency office building project is a building planning drawing, work items and volume, S Curve, Budget Plan. The research was conducted at the contracting company PT. Inti Jaya Teknik, which is working on a building project for the office of the East Java Province Transportation Office, which is an office building project, precisely Jalan Ahmad Yani No. 268 Surabaya. The total cost of the project is Rp. 8.309.735.458,51. From the results of the discussion that has been carried out, it can be seen that additional costs are needed which initially the normal cost of accelerating work (Sunday 21-25) is Rp. 2.129.785.198,01 to Rp 2.206.816.864,01 or 0,036% of the normal cost of work acceleration 21-25). It is suggested in the next study to use alternative acceleration for other duration, which is not used in the following research so that it can be used as a comparison material to get more efficient and effective results.
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