Agung Budiwirawan
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COMPARISON ANALYSIS OF LINEAR SCHEDULING METHOD (LSM) WITH PRECEDENCE DIAGRAMMING METHOD (PDM) ON DP MALL EXPANSION CONSTRUCTION PROJECT M. Faizal A A; Anthonius Baraa; Galang Satrio; Agung Budiwirawan
Jurnal Teknik Sipil dan Perencanaan Vol. 26 No. 1 (2024): Jurnal Teknik Sipil dan Perencanaan
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v26i1.27702

Abstract

The objective of this study is to analyze the comparison between the Linear Scheduling Method (LSM) and the Precedence Diagramming Method (PDM) in the DP Mall Expansion Project. The main focus of the research is to compare time efficiency, labor cost, and productivity in supporting construction with repetitive tasks. Project scheduling plays a crucial role in construction project development. In the construction industry, more focused scheduling is required for specific types of projects. This study uses a quantitative approach, specifically descriptive-comparative, to compare and analyze project scheduling using the Linear Scheduling Method (LSM) and the Precedence Diagramming Method (PDM). Scheduling analysis and preparation were carried out using Microsoft Excel and Microsoft Project. The scheduling was conducted under two scenarios: normal and accelerated. The analysis focused on architectural works, particularly regarding differences in project duration, labor wage costs, and the effectiveness of scheduling methods for repetitive work. The results show a significant difference between the two scenarios (normal and accelerated) in the Linear Scheduling Method (LSM). However, the accelerated scenario using both LSM and PDM produced the same total duration, number of workers, and labor wages due to the logical dependency relationships in PDM being applicable to LSM. LSM scheduling is more effective for repetitive work, while PDM is less effective for such projects.  This research provides practical contributions for project managers in selecting the appropriate scheduling method according to the specific characteristics of a project. The results indicate that the Linear Scheduling Method (LSM) can be integrated into projects with repetitive tasks to achieve operational sustainability. This study presents a comprehensive analysis of the efficiency of scheduling methods in repetitive construction projects, contributing to project success in terms of time and cost.
Repetitive Construction Scheduling Using Line of Balance (Case Study: One of the 6-Storey Polyclinic Building Construction Project in Batang Regency) Winata, Dwiki Pandu; Agung Budiwirawan; Muhammad Faizal Ardhiansyah Arifin; Irfandi Saputra Tua Saragi
Jurnal Teknik Sipil dan Perencanaan Vol. 27 No. 2 (2025): Jurnal Teknik Sipil dan Perencanaan
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v27i2.5088

Abstract

Repetitive work is often encountered by contractors, so effective planning is needed so that the project can achieve its goals within the set time limit. One aspect of planning is project scheduling, which is a method that is used in construction work. One of the scheduling methods suitable for repetitive construction is a line of balance. Therefore, this research was conducted using the line of balance method on a repetitive multi-story building project to find out whether the line of balance can properly organize project implementation. The results of the analysis and calculations that have been carried out obtained the duration required to complete the construction project of the 6-story polyclinic building for 274 days. The schedule in the project plan takes 308 days to complete the project. By comparing the effectiveness of the time whose duration is at odds with 34 days, the schedule plan using the line of balance method is more effective and efficient in completing the construction project of the 6-story polyclinic building in Batang Regency.