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Construction Management Performance Analysis of Dittopad Flat Building Project Pelu, Muhammad Rijali Sukur; Trianto, Adden; Samudra; Okri Asfino Putra; Yulistian, Muhammad Bagus; Pranoto, Oktavianus; Daffarel, Rakyan Choiruna; Ningtyas, Rena Avinika; Rahmayeni, Yuliza Putri; Fauzah, Dewi
Potensi: Jurnal Sipil Politeknik Vol. 26 No. 2 (2024): Potensi: Jurnal Sipil Politeknik
Publisher : Department of Civil Engineering, Politeknik Negeri Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35313/potensi.v26i2.5743

Abstract

In construction work, construction management is needed. Construction management is the activity of planning, actuating and controlling projects using resources effectively and efficiently. The fundamental functions of construction management are planning, organizing, actuating and controlling. The Dittopad flats are a construction carried out by Pusziad TNI AD to raise personnel morale by providing a place to live. The purpose of writing is to analyze the application of construction management that occurred in the Dittopad Flats building construction project. The research method used was a literature review obtained by filling out a questionnaire with 50 respondents involved in the construction of the Dittopad Flats. The analysis was carried out using factors that influence the construction work system on basic management functions related to aspects of time, cost and quality. Based on factor analysis of the construction management work system, it was found that the most influencing function was planning with a value of 4.31. From the analysis of the actions taken by construction management at the Dittopad Flats, it was found that the one that had the most influence was the planning stage with a value of 4.26.
TINJAUAN PENERAPAN CRITICAL PATH METHOD (CPM) DAN PROGRAM EVALUATION AND REVIEW TECHNIQUE (PERT) DALAM PEMBANGUNAN PROYEK GEDUNG Ningtyas, Rena Avinika; Yulistian, M Bagus; Pelu, M Rijali Sukur; Pranoto, Oktavianus; Daffarel, Rakyan Choiruna; Rahmayeni, Yuliza P; Putra, Okri Asfino
Construction and Material Journal Vol. 7 No. 1 (2025): Construction and Material Journal Vol. 7 No. 1 Mei 2025
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v7i1.6562

Abstract

Infrastructure serves as a fundamental public service provided by the government to meet community needs, with its development significantly impacting societal welfare. Project delays and instability often result from inadequate planning. This research aims to evaluate the effectiveness of applying the Critical Path Method (CPM) and the Program Evaluation and Review Technique (PERT) in determining the construction duration of the Building X project. Both methods are project management tools designed to improve time efficiency in construction activities. Calculations were performed using data provided by field personnel. While CPM utilizes a single time estimate, PERT incorporates three-time estimates to account for variability. The outputs of this study include the total duration required to complete the project and the identification of its critical path. Based on the analysis, the CPM method estimated a project duration of 37 weeks, whereas the PERT method estimated 38 weeks.