Analisis Perhitungan Quantity Take Off Jembatan Rangka Baja Menggunakan Metode (BIM) dengan Autodesk Revit(Studi Kasus: Perencanaan Jembatan Ruas Selat Baru - Deluk)
DOI:
https://doi.org/10.62710/s9h6qs77Keywords:
Building Information Modeling; Quantity Take Off; Bridge Construction; Accuracy AnalysisAbstract
The construction industry is increasingly adopting Building Information Modeling (BIM) to support Quantity Take Off (QTO), as conventional methods based on two-dimensional drawings, which are still widely used in Indonesia, are prone to measurement errors, inconsistent results, and time inefficiency. This study aimed to develop a three-dimensional BIM model of a steel truss bridge using a case study of the Selat Baru–Deluk Bridge with Autodesk Revit and compare the calculated concrete and reinforcement volumes with manual calculations. The model was developed by converting two-dimensional Detail Engineering Design (DED) drawings into a three-dimensional model. Volume calculations were automatically generated using the Schedule/Quantities feature in Autodesk Revit, while the conventional method used simple geometric formulas. The results showed that the average difference between the two methods was only 0.107% for concrete and 0.463% for reinforcement. The Root Mean Square Error (RMSE) values were 0.511% for concrete and 1.402% for reinforcement. These findings indicate that BIM-based quantity estimation using Autodesk Revit provides higher accuracy, efficiency, and precision compared to conventional methods in bridge QTO calculations.
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References
Azhar, S. (2011). Building information modeling (BIM): Trends, benefits, risks, and challenges for the AEC industry. Leadership and Management in Engineering, 11(3), 241–252. https://doi.org/10.1061/(ASCE)LM.1943-5630.0000127
Eastman, C., Teicholz, P., Sacks, R., & Liston, K. (2011). BIM Handbook: A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers and Contractors (2nd ed.). John Wiley & Sons
Farizah, D. (2024). Analisis Perhitungan Quantity Take Off Menggunakan Metode BIM (Revit) Beton Bertulang
Kementerian PUPR. (2018). Pedoman Penerapan Building Information Modeling (BIM) pada Bangunan Gedung Negara.
Nafiyah, R., & Martina, N. (2022). Analisis Quantity Takeoff Pada Pekerjaan Struktur Bawah Jembatan. Construction and Material Journal, 4(2), 91-100.
Pratama, A. F., & Witjaksana, B. (2022). Implementasi Autodesk Revit Untuk Quantiiy Take Off Pada Pekerjaan Struktur Jembatan. Jurnal Kacapuri: Jurnal Keilmuan Teknik Sipil, 5(1), 408-416.
Sacks, R. and Barak, R. (2010). (n.d.). Teaching Building Information Modeling as an Integral Part of Freshman Year Civil Engineering Education. https://www.scirp.org/reference/referencespapers?referenceid=2387492
Sadad, I., Jaya, F. H., & Januar, I. W. (1960). Implementasi BIM Take Off Quantity Material Struktur Abutment Jembatan Terhadap Volume Rencana. Teknika Sains: Jurnal Ilmu Teknik, 7 (2), 91–97.
Saputra, H., Pratama, R., Tita, E. E., & Yusa, M. (2024). Comparative Analysis of Quantity Take-Off Material Between Conventional Method & BIM Nemetschek Allplan Method on Bridge. Architecture, 12(4), 2622-2633.
Stefanus, S., & Lutfiansyah, Y. (2025). Analisis Perbandingan Perhitungan Quantity Take-Off Metode Konvensional dengan Perhitungan Berbasis BIM Pada Pekerjaan Struktur Beton Jembatan: Studi kasus: Proyek Jalan Tol Trans Sumatera Ruas Rengat-Pekanbaru. Jurnal Teknik Sipil, 21(2), 249-258.
Succar, B. (2009). Building information modelling framework: A research and delivery foundation for industry stakeholders. Automation in Construction, 18(3), 357–375.
Tigauw, F. M., Aprilianto, F., & Santoso, H. T. (2023). Analisa Perhitungan Quantity Material Take-Off (QMTO) Struktur Bawah Jembatan Tipe Skew dengan Menggunakan BIM Autodesk Revit. Jurnal Inovasi Konstruksi, 2(2), 58-65.
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