Analisis Waktu dan Biaya dengan Metode Crash Duration pada Keterlambatan Proyek Pembangunan Jembatan Sei Hanyu Kabupaten Kapuas

Media Ilmiah Teknik Sipil

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Title Analisis Waktu dan Biaya dengan Metode Crash Duration pada Keterlambatan Proyek Pembangunan Jembatan Sei Hanyu Kabupaten Kapuas
 
Creator Oetomo, Wateno
Priyoto, Priyoto
Uhad, Uhad
 
Description In analyzing the comparison of the cost of acceleration with the acceleration time used by the method Time Cost Trade Off. The analysis is done by using / shortening (crashing) time of implementation by using an alternative to increase working hours (overtime) for 3 hours. With apply the TCTO analysis, the implementation of the construction of the Sei Hanyu Bridge project after its duration performed calculations using the crash duration method, it was found that the time needed to accelerate the construction of the Sei Hanyu Bridge in Kapuas Regency for 1038 calendar days(148 weeks), can be accelerated 44 days from the original planning 1082 calendar days (155 weeks). With the acceleration of the completion of the construction of the Sei Hanyu bridge in Kapuas Regency, an additional fee of Rp. 175,160,710.43 is required with an additional cost (cost slope) of Rp 3,980,925.24 per day for 44 days, so the optimal costs needed to accelerate the construction of the Sei Hanyu bridge in Kapuas Regency was Rp. 45,102,729,928.11 originally planned for Rp.44,927,569,217.68
 
Publisher ‚ÄčInstitute for Researches and Community Services Universitas Muhammadiyah Palangkaraya
 
Date 2017-12-01
 
Type info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
Peer-reviewed Article
text
 
Format application/pdf
 
Identifier http://journal.umpalangkaraya.ac.id/index.php/mits/article/view/262
10.33084/mits.v6i1.262
 
Source Media Ilmiah Teknik Sipil; Vol 6 No 1 (2017): Media Ilmiah Teknik Sipil; 8-22
2407-3857
0216-1346
10.33084/mits.v6i1
 
Language eng
 
Relation http://journal.umpalangkaraya.ac.id/index.php/mits/article/view/262/253
 

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