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Perencanaan Biaya, Jadwal Proyek Dermaga dan Bangunan Pelengkap Sebagai Kebutuhan Infrastruktur Penunjang Pariwisata Puah, Putri Sri; Meilawaty, Okta; Novi, Novi; Rahmania, Najwamuna Norazizah; Friskila, Ayunisha; Ginting, Messy May Tania BR; Sopariah, Iis
Diteksi : Jurnal Pengabdian Kepada Masyarakat Vol. 3 No. 1 (2025): Diteksi, Vol. 3, No. 1, Mei 2025
Publisher : Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/diteksi.v3i1.19116

Abstract

The construction of a pier in Desa Pulau Telo Baru, Kapuas Regency, aims to enhance the local economy and support the development of sustainable tourism. This project involves community participation in natural resource management and environmental preservation, as well as the development of a food court as a social area for visitors and locals. The methods used in this research include village potential discussions, field surveys, and the collection of primary data related to geographical and socio-economic conditions. The research results are in the form of a Budget Plan (RAB) covering preparatory work, reclamation, substructure, and foundation, with a total budget of IDR 1,484,659,068.00. The construction of the pier and food court improves transportation accessibility, attracts more tourists, and contributes to tourism sustainability and the improvement of the local community's quality of life. This project creates job opportunities, increases the community's income, and strengthens infrastructure to support tourism activities.
Transformasi Digital Perencanaan Proyek Konstruksi: Perbandingan BIM dan Metode Konvensional pada Proyek Gedung NICU Puah, Putri Sri; Purwantoro, Almuntofa; Uda, Subrata Aditama K. A
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1496

Abstract

Project planning in construction requires a high level of accuracy in calculating work volumes, cost estimation, and scheduling. Even minor errors in these stages can lead to budget inefficiencies and schedule delays. This study compares the calculation of volumes, costs, and project duration using conventional methods and Building Information Modeling (BIM) in the construction project of the Neonatal Intensive Care Unit (NICU) building at RSUD Pulang Pisau, Central Kalimantan, Indonesia. The conventional approach relies on 2D drawings and manual calculations, while the BIM approach integrates 3D modeling using Autodesk Revit and cost estimation using Excel RAB V.1.1, based on AHSP (Analisis Harga Satuan Pekerjaan), the Indonesian Standard for Unit Price Analysis. The BIM model was developed based on As-Built Drawings. The results show differences in volume calculations for several work items, influenced by the level of model detail and the calculation method applied. BIM-based volume takeoff is derived from actual geometric shapes, including detailed building components. Cost estimation through BIM resulted in a lower total value, showing a 3.78% cost efficiency compared to existing project data. The BIM-based schedule maintained the same total duration of 20 weeks as shown in the S-curve, but was enhanced with more structured and visualized progress tracking. This study highlights the differences in results and the technical factors influencing volume accuracy, cost efficiency, and time visualization between the two project planning approaches.