Analisis Perbandingan Biaya Pekerjaan Bekisting Konvensional dan Bekisting Sistem Pada Bangunan Gedung

Studi Kasus: Proyek Pembangunan Laboratorium Terpadu IAIN Bukittinggi

  • Oni Guspari Politeknik Negeri Padang
  • Mafriyal Mafriyal Politeknik Negeri Padang
  • Rahmi Hidayati Politeknik Negeri Padang
  • Zulfira Mirani Politeknik Negeri Padang
  • Picko Wike Amelia Politeknik Negeri Padang
Keywords: column formwork, beam formwork, slab formwork, conventional formwork, system formwork

Abstract

Formwork is a temporary concrete mold that holds the concrete from fresh concrete until the concrete reaches sufficient strength. Besides the strength and easy to implementation, the cost of formwork is important thing to consider. In this study, the cost of column, beam and floor slab formwork will be analyzed by comparing the  conventional formwork and system formwork on the 1st floor of the IAIN Bukittinggi Laboratory Development Project.

This research begins by collecting the main data, namely shop drawings so that the volume and also cost of formwork can be calculated. For analysis conventional formwork using the unit price analysis based on the PUPR Ministerial Regulation 2018, but for price of materials and worker wages based on the Bukittinggi area in 2019. While for system formwork, the rental price based on formwork and scaffolding company, PT. Wijaksana Perkasa Beton.

The result of this study indicated that for the 1st floor of the Laboratory Development Project of IAIN Bukittinggi, the cost of system formwork is more expensive than conventional formwork, i.e Rp 381,260,039.29 for system formwork compared to Rp 336,629,299.41 for conventional formwork. The results of this study also have not compared of the speed and ease of carrying out the work between the two types of formwork which will be investigated in the next stage.

 

References

Bachtiar Ibrahim, 1993, Rencana Dan Estimate Real Of Cost, Bumi Aksara, Jakarta.

Baharudin dan Dodi. 2008. Studi Perbandingan Penggunaan Bekisting Tradisional dengan Bekisting Prafabrikasi Sebagai Cetakan Beton Pada Proyek Konstruksi Gedung Bertingkat, Institut Teknologi Bandung.

Blake, 1975. Civil Engineer’s Reference Book, London. Inggris

Djojowirono, Sugeng. 1984. Manajemen Konstruksi. Yogyakarta: KMTS FT UGM.

Frederika, A. 2015. Analisis Perbandingan Harga Satuan dan Titik Impas Pekerjaan Bekisting Kolom Sistem Konvensional Dengan Sistem Peri Dalam Pelaksanaan Proyek Konstruksi Gedung.

Hario dkk. 2017. Analisis Perbandingan Penggunaan Bekisting Konvensional, Semi Sistem, dan Sistem (Peri) Pada Kolom Gedung Bertingkat, Universitas Diponegoro.

Herjanto, Eddy. 2008. Manajemen Operasi Edisi Ketiga. Jakarta : Grasindo.

Mukomoko J.A., 1987, Dasar Penyusunan Anggaran Biaya Bangunan, Gaya Media Pratama, Jakarta.

Prasetya, Hery dan Fitri Lukiastuti. 2009. Manajemen Operasi. Yogyakarta : Media Pressindo.

Rafik dan Rivano. 2017. Perbandingan Biaya Penggunaan Bekisting Kolom Kayu, Plywood dan Sistem Peri (Peri Lico), Politeknik Negeri Banjarmasin.

Stephens, 1985. Pengertian Bekisting, http://e-journal.uajy.ac.id. Diakses tanggal 04 September 2020.

Sudarmoko, 1996. Diagram Perancangan Kolom Beton Bertulang, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Gadjah Mada, Yogyakarta.

Published
2022-04-30
How to Cite
Guspari, O., Mafriyal, M., Hidayati, R., Mirani, Z., & Amelia, P. (2022). Analisis Perbandingan Biaya Pekerjaan Bekisting Konvensional dan Bekisting Sistem Pada Bangunan Gedung. Jurnal Ilmiah Rekayasa Sipil, 19(1), 68-76. https://doi.org/10.30630/jirs.v19i1.740

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