Analisis Metode Pelaksanaan Perbandingan Waktu Dan Biaya Berdasarkan Quantity Take-Off Menggunakan Metode Konvensional Dan Bim Pada Maindam [Studi Kasus : Proyek Bendungan Jragung]

Avadhani, Naufal Agsa (2023) Analisis Metode Pelaksanaan Perbandingan Waktu Dan Biaya Berdasarkan Quantity Take-Off Menggunakan Metode Konvensional Dan Bim Pada Maindam [Studi Kasus : Proyek Bendungan Jragung]. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Adanya perkembangan yang terjadi di dalam dunia konstruksi meningkat dengan cukup pesat. Hal tersebut dikarenakan sektor konstruksi merupakan dalam bagian sektor yang cukup penting dalam pembangunan suatu negara. Hal ini telah mendorong pertumbuhan di bidang konstruksi ke arah integrasi yang lebih besar. Kemajuan ilmu komunikasi dan teknologi memungkinkan untuk mengatasi masalah ini, salah satunya adalah dengan penggunaan Building Information Modeling (BIM). Estimasi quantity take-off konstruksi merupakan faktor penting dan harus diperhitungkan selama pelaksanaan proyek konstruksi. Pekerjaan quantity take-off yang dikerjakan secara manual sangat menyita waktu oleh karena itu dibutuhkan teknologi yang dapat melakukan pekerjaan quantity take-off secara akurat dan efisien. Oleh karena itu, penggunaan software komputer merupakan solusi alternatif untuk meningkatkan akurasi perkiraan quantity take-off material demi efisiensi yang lebih besar. BIM melalui fiturnya antara lain Civil 3D dan Tekla Structure dapat digunakan dalam permodelan dalam bentuk tampilan 3D serta mampu menyajikan hasil analisis dari estimasi quantity take-off material pekerjaan secara lebih mendetail. Dari hasil analisa, didapatkan bahwa perhitungan quantity take-off dengan menggunakan BIM melalui fiturnya Civil 3D dan Tekla Structure didapatkan selisih dengan rata-rata 3,4% lebih efisien dari penghitungan volume yang menyebabkan selisih pada biaya 3,5% lebih sedikit dan selisih waktu 1,9% dari pada perhitungan dengan menggunakan metode konvensional.
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The development that occurs in the world of construction is increasing quite rapidly. This is because the construction sector is part of a sector that is quite important in the development of a country. The rapid development and high complexity of the project, forcing service providers in the construction industry to be more efficient and effective with the activities contained therein. This has driven growth in construction towards greater integration. Advances in communication science and technology make it possible to overcome this problem, one of which is the use of Building Information Modeling (BIM). The estimated quantity of construction take-off is an important factor and must be taken into account during the execution of a construction project. Quantity take-off work that is done manually is very time-consuming, therefore technology is needed that can do quantity take-off work accurately and efficiently. Therefore, the use of computer software is an alternative solution to improve the accuracy of material take-off quantity estimates for greater efficiency. BIM through its tools including Civil 3D and Tekla Structure can be used in modeling in the form of a 3D view and is able to present the results of analysis of the estimated quantity takeoff of work materials in more detail. From the analysis, it was found that the calculation of quantity take-off using BIM through its tools Civil 3D and Tekla Structure obtained a difference in volume which caused a difference in cost and time than the calculation using conventional methods.

Item Type: Thesis (Diploma)
Uncontrolled Keywords: BIM, Bendungan Utama, Produktivitas, Penjadwalan, Metode Pelaksanaan, Rencana Anggaran Biaya, Main Dam, Productivity, Scheduling, Implementation Method, Cost Budget Plan
Subjects: T Technology > TC Hydraulic engineering. Ocean engineering > TC167 Dams, reservoirs
T Technology > TH Building construction > TH437 Building--Cost control.
T Technology > TH Building construction > TH438.13 Building information modeling.
Divisions: Faculty of Vocational > Civil Infrastructure Engineering (D4)
Depositing User: Naufal Agsa Avadhani
Date Deposited: 14 Sep 2023 04:54
Last Modified: 14 Sep 2023 04:54
URI: http://repository.its.ac.id/id/eprint/104595

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