Estimasi Quantity Take Off dan Simulasi Progress Pekerjaan Struktur dengan Pendekatan Building Information Modeling Estimation of Quantity Take Off and Simulation of Structural Work Progress with Building Information Modeling Approach
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Abstract
Estimating the quantity of take-off and scheduling is crucial in a project life cycle. Errors in the calculation of quantity take-off and scheduling can result in the amount of budget costs incurred and the length of time of the development process. The development of Building Information Modeling (BIM) technology has provided benefits in solving problems faced by the construction industry. This study aims to calculate the Quantity Take-Off and find out the difference from the calculation of costs on building structural components (concrete and rebar volumes), as well as to make simulation for work progress. The BIM software used is Cubicost TAS (Take-off Architecture Structure) to create 3D modeling and Cubicost TRB (Take-off Reinforcement Bar) for Bar Bending Schedule (BBS) calculations. Meanwhile, scheduling simulation is conducted using Autodesk Naviswork. The results showed that the 3D BIM approach resulted in a smaller total concrete volume with a difference of 2.38% (lower 41.11 m3) than the conventional method. Similarly, for rebar material needs, it showed that the difference in rebar volume is 10.83% (30236.42 kg) smaller than conventional methods. The simulation results in 3D form show that using BIM Naviswork can help monitor the work progress between the design and the field according to the planned time based on the 3D model so that it looks more real-time.
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Sapitri, Subagja, R., & Annisa, B. (2024). Estimasi Quantity Take Off dan Simulasi Progress Pekerjaan Struktur dengan Pendekatan Building Information Modeling: Estimation of Quantity Take Off and Simulation of Structural Work Progress with Building Information Modeling Approach. Cantilever: Jurnal Penelitian Dan Kajian Bidang Teknik Sipil, 13(2), 103-112. https://doi.org/10.35139/cantilever.v13i2.366
References
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[2] R. Dwi Novita and E. K. Pangestuti, “Analisa Quantity Take Off dan Rencana Anggaran Biaya Ddenagn Metode Building Information Modeling (BIM) Menggunakan Software Autedesk Revit 2019 (Studi Kasus: Gedung LP3 Universitas Negeri Semarang),” Dinamika Teknik Sipil, vol. 14, no. 1, pp. 27–31, Jun. 2021.
[3] H. Liu, M. Lu, and M. Al-Hussein, “BIM-based integrated framework for detailed cost estimation and schedule planning of construction projects,” in 31st International Symposium on Automation and Robotics in Construction and Mining, ISARC 2014 - Proceedings, University of Technology Sydney, 2014, pp. 286–294. doi: 10.22260/isarc2014/0038.
[4] C. Eastman, P. Teicholz, R. Sacks, and K. Liston, BIM Handbook: A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers, and Contractors, Second Edition. Canada: John Wiley & Sons, Inc., 2011. [Online]. Available: www.EngineeringBooksPdf.com
[5] P. A. Setyawan, M. C. Wardani, and C. Putra, “Evaluasi Faktor Penyebab Terjadinya Contract Change Order (CCO) Pada Proyek The Hava Villa,” Widya Teknik, vol. 013, no. 01, pp. 10–18, 2020, doi: https://doi.org/10.32795/widyateknik.v13i01.2051.
[6] A. Herdianto, A. D. R. Tanjungsari, A. Hidayat, and J. U. Dwi, “Evaluasi Pengerjaan Ulang (Rework) Pada Proyek Konstruksi Gedung di Semarang,” Jurnal Karya Teknik Sipil, vol. 3, no. 4, pp. 93–106, 2014, [Online]. Available: http://ejournal-s1.undip.ac.id/index.php/jkts
[7] G. Henry, Supani, and T. J. W. Adi, “Perencanaan Penjadwalan dengan Aplikasi BIM Menggunakan Analisa Probabilistik (Studi Kasus Proyek Jembatan Bedadung),” Jurnal Teknik ITS, vol. 9, no. 1, pp. 85–89, 2020.
[8] Pusat Pendidikan dan Pelatihan SDA dan Konstruksi, Prinsip Dasar Sistem Teknologi BIM dan Implementasinya di Indonesia, vol. 3. Bandung: Kementerian Pekerjaan Umum dan Perumahan Rakyat, 2018.
[9] Ingibjörg Birna Kjartansdóttir, Stefan. Mordue, Paweł. Nowak, David. Philp, and Jónas Thór Snæbjörnsson., Building information modelling - BIM. Civil Engineering Faculty of Warsaw University of Technology, 2017.
[10] G. Kulasekara, H. Suranga Jayasena, and M. Fernando Ariyachandra, “Comparative Effectiveness of Quantity Surveying in BIM Implementation,” in Building the Future - Sustainable and ResilientEnvironments, Sri Lanka: University of Moratuwa, 2016, pp. 317–328. [Online]. Available:https://www.researchgate.net/publication/326804288
[11] L. Sabol, “Challenges in Cost Estimating with Building Information Modeling,” 2008.
[12] A. Nadeem, A. K. D. Wong, and F. K. W. Wong, “Bill of Quantities with 3D Views Using Building Information Modeling,” Arab J Sci Eng, vol. 40, no. 9, pp. 2465–2477, Sep. 2015, doi: 10.1007/s13369-015-1657-2.
[13] D. D. Afandi, “Penerapan Building Information Modelling (BIM) Untuk Estimasi Biaya Pekerjaan Rangka Atap Baja Ringan,” Universitas Islam Indonesia, Yogyakarta, 2022.
[14] D. Olsen and J. M. Taylor, “Quantity Take-Off Using Building Information Modeling (BIM), and Its Limiting Factors,” in Procedia Engineering, Elsevier Ltd, 2017, pp. 1098–1105. doi: 10.1016/j.proeng.2017.08.067.
[15] S. Kia, “Review of Building Information Modeling (BIM) Software Packages Based on Assets Management,” Tehran, 2013.
[16] A. Vysotskiy, S. Makarov, J. Zolotova, and E. Tuchkevich, “Features of BIM Implementation Using Autodesk Software,” in Procedia Engineering, Elsevier Ltd, 2015, pp. 1143–1152. doi: 10.1016/j.proeng.2015.08.248.
[17] Menteri Pekerjaan Umum dan Perumahan Rakyat Republik Indonesia, “Peraturan Menteri PUPR Nomor 22/PRT/M/2018 Tentang Pembangunan Bangunan Gedung Negara,” 2018.
[18] Pemerintah Republik Indonesia, “Peraturan Pemerintah Republik Indonesia No 16 Tahun 202I Peraturan Pelaksanaan Tentang Bangunan Gedung,” Jakarta, 2021.
[19] E. Ong, “Unveiling Excellence: Vizione Builder’s Cubicost 5D BIM Success Story,” Glodon.
[20] N. Z. Ulinnuha, F. S. Handayani, and M. Rifai, “Comparative Analysis of Conventional Methods with BIM Methods on Construction Cost Estimate at Structure Project Design Calculations (Case Study of Construction of A Satpol PP Building),” Sustainable Civil Building Management and Engineering Journal, vol. 1, no. 4, p. 12, Jun. 2024, doi: 10.47134/scbmej.v1i4.2698.
[21] A. Suwarni and B. Anondho, “Perbandingan Perhitungan Volume Kolom Beton Antara Building Information Modeling Dengan Metode Konvensional,” JUTEKS - JURNAL TEKNIK SIPIL, vol. VI, no. II, pp. 75–83, Oct. 2021.
[22] R. Jonathan and D. B. Anondho, “Perbandingan Perhitungan Volume Pekerjaan Dak Beton Bertulang Antara Metode BIM Dengan Konvensional,” JMTS: Jurnal Mitra Teknik Sipil, vol. 4, no. 1, pp. 271–280, Jan. 2021.
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