Analisis Penjadwalan Kegiatan Pengerukan Pada Proyek Pembangunan Pelabuhan Bias Munjul

Sekarayu, Ranindya (2022) Analisis Penjadwalan Kegiatan Pengerukan Pada Proyek Pembangunan Pelabuhan Bias Munjul. Other thesis, Institut Teknologi Sepuluh Nopember Surabaya.

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Abstract

Kerusakan CSD Galileo menyebabkan pihak kontraktor menghentikan kerja sama dengan Sub contractor A dan digantikan dengan Sub-contractor B menggunakan CSD Julong untuk melakukan pengerukan alur pelayaran dan kolam fast boat Pelabuhan Bias Munjul. Pengerukan dengan CSD Julong dilakukan dari Sta. 625 sampai Sta. 0 dan area fast boat. Dikarenakan terjadi penggantian kapal keruk diperlukan penjadwalan untuk kegiatan pengerukan CSD Julong agar sesuai dengan perencanaan awal dan meminimalisir keterlambatan yang memengaruhi keseluruhan proyek pembangunan Pelabuhan Bias Munjul. metode Critical Path Method (CPM) cukup sering digunakan berbagai proyek, metode tersebut akan dibandingkan dengan metode Critical Chain Project Management (CCPM) yang merupakan pengembangan dari metode Critical Path Method. Namun metode CCPM menghilangkan safety times dari keseluruhan durasi pekerjaan dan dikendalikan dengan buffer management. Pada penelitian ini dilakukan perbandingan terhadap network planning, durasi dan biaya total pekerjaan. Perhitungan waktu buffer menggunakan metode root square mean error method (RSEM). Dalam melakukan analisis penjadwalan dilakukan perhitungan secara manual dan menggunakan software Microsoft Project. Diperoleh penjadwalan dengan metode Critical Path Method (CPM) dapat diselesaikan selama 239 hari. Sedangkan metode Critical Chain Project Management (CCPM) dapat diselesaikan selama 219 hari kemudian ditambahkan waktu buffer selama 12 hari menjadi 231 hari untuk durasi total dengan metode CCPM. Perhitungan biaya berdasarkan hasil penjadwalan dengan Critical Chain Project Management (CCPM) lebih hemat Rp706,204,000
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The damage to the Galileo CSD caused the contractor to stop working with Sub-contractor A and was replaced with Sub-contractor B using Julong CSD to dredge shipping lanes and fast boat pools at Bias Munjul Port. Dredging with Julong CSD was carried out from Sta. 625 to Sta. 0 and the fast boat area. Due to the replacement of dredgers, scheduling for the Julong CSD dredging activities is required to comply with the initial planning and minimize delays that affect the entire development project of the Munjul Bias Port. The Critical Path Method (CPM) method is quite often used by various projects, this method will be compared with the Critical Chain Project Management (CCPM) method which is a development of the Critical Path Method. However, the CCPM method eliminates safety times from the overall duration of work and is controlled by buffer management. In this study, comparisons were made to network planning, duration and total cost of work. The buffer time calculation uses the root square mean error method (RSEM). In conducting the scheduling analysis, calculations were carried out manually and using Microsoft Project software. Obtained scheduling with the Critical Path Method (CPM) can be completed for 239 days. While the Critical Chain Project Management (CCPM) method can be completed for 219 days and then added a buffer time of 12 days to 231 days for the total duration with the CCPM method. Cost calculation based on scheduling results with Critical Chain Project Management (CCPM) is more efficient at Rp706,204,000

Item Type:	Thesis (Other)
Additional Information:	RSKe627.2 Sek a-1 Harbors; Project management; Value analysis (cost control)
Uncontrolled Keywords:	Buffer, CPM, CCPM, Penjadwalan Proyek, Pelabuhan
Subjects:	H Social Sciences > HG Finance > HG4028.V3 Valuation. Economic value T Technology > T Technology (General) > T56.8 Project Management T Technology > TC Hydraulic engineering. Ocean engineering > TC363 Floating harbors. Including floating docks, piers, etc
Depositing User:	EKO BUDI RAHARJO
Date Deposited:	09 Dec 2022 02:41
Last Modified:	09 Dec 2022 02:41
URI:	http://repository.its.ac.id/id/eprint/95195

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