ANALYSIS OF CONCRETE AND REINFORCEMENT QUANTITY TAKE-OFF OF BRIDGE APPROACH STRUCTURES USING AUTODESK REVIT 2024 AND CONVENTIONAL METHODS

Authors

Rubiasih Afrida , Dedi Enda

DOI:

10.5281/zenodo.20694446

Published:

2026-06-15

Downloads

Abstract

The development of Building Information Modeling (BIM) has accelerated the digitalization of construction planning and management processes, including Quantity Take Off (QTO) calculations that require high speed and accuracy. However, the estimation of concrete and reinforcement quantities for bridge approach structures is still commonly performed using conventional methods, which are prone to calculation errors and require relatively more time. In addition, studies investigating the application of BIM to bridge approach structures with curved geometries remain limited. This study aims to analyze and compare the Quantity Take Off results of concrete and reinforcement obtained using Autodesk Revit 2024 and conventional methods for the bridge approach structures of Sei Kuala and Sei Akar Bridges on the Bagan Jaya–Tembilahan road section. A comparative quantitative research method was employed by developing a three-dimensional model based on project design data and extracting quantity information using the Schedule/Quantity feature in Autodesk Revit 2024. The accuracy of the calculated quantities was evaluated using the Average Error and Root Mean Square Error (RMSE) parameters. The results indicate that Autodesk Revit 2024 is capable of producing quantity estimates that closely correspond to those obtained through conventional methods, with an Average Error of 2.619% for concrete and 5.920% for reinforcement, and RMSE values of 0.473 m³ and 0.656 m³, respectively. The largest deviation was observed in the deck slab reinforcement due to the curved geometry of the bridge approach, which caused Autodesk Revit to calculate the length of each reinforcing bar individually. Overall, the findings demonstrate that Autodesk Revit 2024 can serve as an effective and reliable alternative for performing Quantity Take Off on bridge approach structures with complex geometries. 

Keywords:

Building Information Modeling (BIM) Autodesk Revit Quantity Take Off (QTO) Bridge Approach Structure Reinforcement.

References

Adha, E. S., Bayzoni, Ashruri, & Husni, H. R. (2023). Penerapan Buiding Information Modeling ( BIM ) dalam Perbandingans Quantity Take Off Material pada Jembatan Kecamatan Way Bungur Kabupaten Lampung Timur. 11(4), 715–724.

Amri, S. I., Hardyanti, N., & Sumiyati, S. (2023). Analisis Perbandingan Quantity Take Off (QTO) Beton Menggunakan Metode Building Information Modelling (BIM) dan Metode Konvensional (Studi Kasus : Proyek Kantor PNM Cabang Jember). Jurnal Profesi Insinyur Indonesia, 1(6), 225–233. https://doi.org/10.14710/jpii.2023.19025

Asih, W. R., Bayzoni, B., Husni, H. R., & Niken, C. (2022). Perbandingan Quantity Take Off (QTO) Material Berbasis Building Information Modeling (BIM) Terhadap Metode Konvensional pada Struktur Pelat. Jurnal Rekayasa Sipil Dan Desain, 10(4), 563–574. https://doi.org/10.23960/jrsdd.v10i4.2845

Fadlilah, M. R. N., Handayani, F. S., & Rifai, M. (2024). Analysis of Quantity Take Off Deviation Using BIM Method (Case Study of Construction of a Satpol PP Building). Sustainable Civil Building Management and Engineering Journal, 1(3), 12. https://doi.org/10.47134/scbmej.v1i3.2828

Farizah, D. (2024). Analisis Perhitungan Quantity Take Off Menggunakan Metode Bim (Revit) Beton Bertulang ( Studi Kasus : Proyek Jalan Tol Bangkinang – Pangkalan Pembangunan Jembatan Silam, Desa Silam, Kec. Kampar).

Ihsan, S. A., & Wacano, S. (2024). “Analisis Perbandingan Perhitungan Quantity Take Off Menggunakan Bim Revit Dengan Metode Pembangunan Gedung Rspon Pendahuluan Sakit Pusat Otak Nasional ( RSPON ). 336–343.

Maghfirona, A., Amar, T. I. K., & Failasufa, A. A. M. H. (2023). Jurnal Teslink : Teknik Sipil dan Lingkungan Analisis Komparasi Quantity Take Off Pekerjaan Struktur Berdasarkan Metode Konvensional Dan Metode BIM Studi Kasus : Perencanaan Omah DW. Jurnal Teslink : Teknik Sipil Dan Lingkungan, 5(1), 60–67. https://teslink.nusaputra.ac.id/index

Nafiyah, R., & Martina, N. (2022). Analisis Quantity Takeoff Pada Pekerjaan Struktur Bawah Jembatan. Construction and Material Journal, 4(2), 91–100. https://doi.org/10.32722/cmj.v4i2.4755

Piter, M. A., & Sucita, I. K. (2024). Perbandingan Analisis Quantity Takeoff Berbasis Bim Dengan Metode Konvensional Pada Pekerjaan Struktur Jembatan Underpass Comparison Of Quantity Takeoff Analysis Based On Bim With Conventional Method For Underpass Bridge Structure Work. Jurnal Teknik Sipil Dan Lingkungan, 5(2), 83–90. http://jurnalnasional.ump.ac.id?index.php/civeng

Sadad, I., Jaya, F. H., & Januar, I. W. (2022). Implementasi BIM Take Off Quantity Material Struktur Abutment Jembatan Terhadap Volume Rencana Implementation of BIM Take Off Quantity Material of Bridge Abutment Structure on Planned Volume Quantity Take Off merupakan pekerjaan perhitungan mendetail terk. 07(2).

Sari, R. Y., Safri, & Alfiansyah, F. (2024). Meningkatkan Efisiensi Perhitungan Material dengan Implementasi Autodesk Revit 2022. 16(2), 150–156.

Setiawan, A. F., Fassa, F., & Kusuma, N. H. (2022). ( Principle of Measurement International ); Hongkong Standard Method of Measurement of. c(1), 20–35.

Tigauw, F., Aprilianto, F., & Santoso, H. T. (2023). Analisa Perhitungan Quantity Material Take-Off ( Qmto ) Struktur Bawah Jembatan Tipe Skew Dengan Menggunakan Bim Autodesk Revit Calculation Analysis of Quantity Material Take-Off ( QMTO ) of A Skewed Bridge Substructure Using BIM Autodesk Revit. 2, 58–65.

Wahyudi, D. N., & Triana, M. I. (2025). Implementasi BIM dengan Autodesk Revit 2025 pada quantity take-off material struktur Gedung Plaza Airlangga (Unair) tahap 1 terhadap volume. PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 14(1), 142–151. https://doi.org/10.22225/pd.14.1.12449.142-151

Wiranti, F., Nisumanti, S., & Qubro, K. Al. (2022). Analisis Perhitungan Quantity Take-Off Menggunakan Building Information Modeling (Bim) Pada Proyek Jalan Tol Indralaya-Prabumulih. Jurnal Rekayasa, 12(2), 192–202. https://doi.org/10.37037/jrftsp.v12i2.134

Author Biographies

Rubiasih Afrida, Politeknik Negeri Bengkalis

Author Origin : Indonesia

Dedi Enda, Politeknik Negeri Bengkalis

Author Origin : Indonesia

Downloads

Download data is not yet available.

How to Cite

Afrida, R., & Dedi Enda. (2026). ANALYSIS OF CONCRETE AND REINFORCEMENT QUANTITY TAKE-OFF OF BRIDGE APPROACH STRUCTURES USING AUTODESK REVIT 2024 AND CONVENTIONAL METHODS . Multidiciplinary Output Research For Actual and International Issue (MORFAI), 6(4), 6317–6325. https://doi.org/10.5281/zenodo.20694446

Similar Articles

<< < 1 2 3 4 5 6 7 8 9 10 > >> 

You may also start an advanced similarity search for this article.