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The Effectiveness Of Using Column Formwork In A Multi-Story Building Construction Project Vansya, Muhammad Lawdy Dhiyaa; Arifi, Eva; Wijaya, Ming Narto
Rekayasa Sipil Vol. 18 No. 2 (2024): Rekayasa Sipil Vol. 18 No. 2
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2024.018.02.14

Abstract

Building the structural components is crucial for constructing a multi-story building. In the process of creating these components, which is commonly done through casting, a tool called formwork is required. Formwork is a tool used to mold the necessary concrete structures, ensuring that their shape and dimensions align with the concrete material's planning. Formwork tasks for concrete work significantly impact costs. Different formwork options, including traditional, semi-system, and full-system forms, are available. This research aims to assess cost-effectiveness through value engineering, specifically focusing on column formwork, by comparing their utilization in a multi-story construction project. The study begins by collecting primary data, namely working drawings, so that the volume of conventional formwork can be calculated. Then, budget planning calculations are made to analyze the cost comparison of each formwork alternative. The selection of the appropriate formwork affects the speed of execution and the costs incurredIn this construction project for the building, the conventional column formwork results in expenses amounting to IDR 587,749,263.04 and requires 28 days for completion, while semi-system column formwork achieves a 37% cost saving with the same duration of 28 days, and full-system column formwork becomes 64% more cost-effective with a construction period of 10 days.
Analisis Efisiensi Biaya Bekisting Konvensional dan Full System Menggunakan Metode Rekayasa Nilai Vansya, Muhammad Lawdy Dhiyaa; Yuliastuti, D.I; Sekar Ayu Kuncaravita; Rizki Astri Aprilliani; Muhammad Mahesa ramadhan
AGREGAT Vol 10 No 2 (2025)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v10i2.28508

Abstract

Bekisting merupakan cetakan sementara yang digunakan untuk membentuk beton selama proses pengecoran hingga beton mencapai kekuatan sesuai standar. Selain aspek kekuatan dan kemudahan penggunaan, faktor biaya bekisting juga perlu diperhatikan agar lebih efisien. Penelitian ini melakukan analisis biaya dengan menerapkan Metode Rekayasa Nilai, karena metode bekisting konvensional seringkali kurang efektif akibat penggunaan material yang kurang tahan lama serta pemasangan yang memerlukan waktu lama. Hal ini berdampak pada meningkatnya biaya tenaga kerja dan durasi proyek. Berdasarkan kondisi tersebut, penelitian ini menekankan pada permasalahan tingginya biaya bekisting dalam proyek konstruksi bangunan dan berupaya mengidentifikasi serta merekomendasikan metode yang lebih ekonomis tanpa mengurangi mutu maupun fungsi struktur. Perbandingan analisis dilakukan antara bekisting konvensional dan full sistem, di mana bekisting awal yang digunakan adalah konvensional kemudian diganti dengan alternatif full sistem. Alternatif ini diuji pada pekerjaan bekisting kolom dan balok. Oleh karena itu, dalam proyek ini disarankan untuk mengganti bekisting kolom dan balok karena tingginya biaya. Hasil analisis menunjukkan bahwa penerapan bekisting full sistem mampu memberikan penghematan, yaitu 72% pada bekisting balok dan 64% pada bekisting kolom per meter persegi.