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I GEDE NGURAH SUNATHA
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ANALISIS PERCEPATAN WAKTU PELAKSANAAN PROYEK DENGAN PENAMBAHAN JAM KERJA (STUDI KASUS PEMBANGUNAN LAHAN PARKIR RUMAH SAKIT BANGLI MEDIKA CANTI) I PUTU YANA HERMAWAN; I GEDE NGURAH SUNATHA; ANAK AGUNG RATU RITAKA WANGSA; KADEK ANDY SADEWA
GANEC SWARA Vol 17, No 2 (2023): Juni 2023
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v17i2.467

Abstract

Implementation of a construction project has a series of activities or jobs that are complex and interdependent on one another. Construction project development is carried out in several stages of work, one of which is making a work schedule. Work schedules are made to make it easier for each activity to be carried out sequentially and on time. In the implementation of the Parking Lot Construction Project at Bangli Medika Canti Hospital, there was a delay in weekly progress. To anticipate changes in implementation time, an acceleration of implementation time is carried out using the method of adding overtime hours. In this research, acceleration of implementation time was carried out using the method of adding overtime hours based on Microsoft Project. The data used in this study are in the form of a planned time schedule, realization time schedule, and weekly reports. The analysis was carried out to obtain the results of activities that can be accelerated and the project implementation time after being accelerated using the method of adding overtime hours. From the results of the analysis of the Microsoft Project, there are activities that can be accelerated, namely as many as 23 work items. After analyzing with the method of adding overtime hours on the implementation of the Parking Lot Development Project at Bangli Medika Canti Hospital, the project time was 122 days. This time is the same time at the initial planning. In the process of implementing the project, there was a delay in progress which resulted in a postponement of the project plan schedule to 129 days.
PERBANDINGAN PENJADWALAN PROYEK ANTARA METODE KONVENSIONAL DENGAN APLIKASI MICROSOFT PROJECT (STUDI KASUS: PEMBANGUNAN GEDUNG DUA LANTAI SDN 1 PEDUNGAN) I GEDE NGURAH SUNATHA; TJOKORDA ISTRI PRAGANINGRUM; I MADE NADA; NI MADE MEILAN FLORENZIA DWIYANTI
GANEC SWARA Vol 18, No 1 (2024): Maret 2024
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v18i1.774

Abstract

Good construction project implementation is obtained from good and detailed management. The success of project management is supported by a detailed and thorough planning and scheduling method. Project scheduling has many types with various forms, advantages and disadvantages, even in current technological developments, applications are available that can help plan, implement and control projects, namely the Microsoft Project application. In the implementation of the SDN 1 Pedungan Two-Floor Building Development project, it still uses scheduling using the conventional method (S-Curve). With the existence of various forms of scheduling, this writer compares the method between the S Curve and the Critical Path Method (CPM) to obtain effective and efficient scheduling. The data used in this study are quantitative data such as the Budget Plan (RAB) which produces job descriptions and volumes, the Time Schedule plan which produces the activity duration of each work item, the predecessor and project start time, the analysis list which produces resource requirements and the calendar. workflow that returns project start time, workdays, workhours, worktime and holidays. After comparing the duration of each work between the conventional method using the Microsoft Project 2019 application in the construction project of the Two-Floor Building at SDN 1 Pedungan, the implementation time plan is faster than the conventional method, namely with a difference of 31 days, this is influenced by calculations of needs and availability of resources. power (Unit Max) per day adjusted to the volume of work
Co-Authors Anak Agung Ratu Ritaka Wangsa I MADE NADA I Putu Yana Hermawan KADEK ANDY SADEWA NI MADE MEILAN FLORENZIA DWIYANTI TJOKORDA ISTRI PRAGANINGRUM