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Journal : Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri

ANALISIS BIAYA OPERASIONAL ALAT BERAT PADA PEKERJAAN TIMBUNAN PROYEK PEMBANGUNAN HOTEL 57 NGANJUK Anugerah Islam Pribadi Santoso; Hanie Teki Tjendani
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.73

Abstract

The development of the world of construction in this era has resulted in the increasing use and need for heavy equipment in every construction job. In the field of civil engineering, heavy equipment is used to assist humans in carrying out the work of constructing building structures. Even heavy equipment currently seems to be a vital resource in construction projects (Febrianti, 2018). The purpose of using this heavy equipment is to make it easier for humans to do their work so that the expected results can be achieved more easily in a relatively short time. In the construction of the Guets House 57 Nganjuk hotel, it certainly requires heavy equipment to make work easier, the heavy equipment used for heaps and excavations, namely Excavators and Dump Trucks, so that you can find out the time needed and the costs incurred for these 2 types of heavy equipment, the authors discuss in chapter 4 with a description of the volume of excavation work, namely 1,996 m3 and for the volume of embankment work, namely 1,387.28 m3 using 2 types of heavy equipment Exavator and Dump Truck with Mini PC 75 type for Exavator and Hino index 8 for Dump Truck from the calculation results of two types of heavy equipment it is obtained that the time for piling work is 9 days for Excavators and 6 days for Dump Trucks, for excavation work it takes 17 days for Excavators and 11 days for Dump Trucks, and for a daily fee of Rp. 3,675,816 for Excavators and Rp. 5,041,416 for Dump Trucks
ANALISIS PENJADWALAN PEKERJAAN SALURAN DRAINASE JALAN LINTAS SELATAN LOT.6 KABUPATEN TULUNGAGUNG DENGAN METODE PERT Ade Irfan Taranau; Hanie Teki Tjendani
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.104

Abstract

The construction of the South Cross Road Lot.6 in Tulungagung Regency is still in progress with an initial contract value of Rp. 518,708,635,957. - not including VAT. The construction of this road starts from Karanggongso – Nglarap (Trenggalek Regency) for 10,450 km and Nglarap – Klatak (Tulungagung Regency) for 4,414 km. Construction of Drainage channels in the South Cross Road construction project Lot.6 district. Tulungagung is very diverse, ranging from V-ditch and U-ditch work. Due to the complexity of the activities that must be carried out in a construction project, supporting equipment is needed that can speed up data processing quickly, accurately and precisely. The equipment is a computer and its software, one of which uses the Microsoft Project program. For the drainage channel construction project itself, it has a budget plan of Rp. 46,179,268,645.48 with a planned completion of 763 days. The data collection carried out in this study was secondary data from the South Cross Road project Lot.6 Tulungagung Regency in the form of a Budget Plan, Time Schedule, project data and shop drawings. Evaluation is carried out by analyzing the duration of each activity in the drainage canal work and dependency logic based on the PDM analysis in Microsoft Project then analyzing three-time estimates based on the PERT method and analyzing the cost of the project plan based on the PERT analysis. From the evaluation results it was found that the analysis using the PERT method was more efficient with work acceleration of 4 working days with a duration of 759 days, while the costs for this project were in accordance with the plan, because there were no additional resources and materials in the implementation of the project. Based on the critical path analysis in the Microsoft Project, the critical path work is excavation work for drainage channels and also mortar stone work, so that the completion of this project is very dependent on these two works