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Sustainable Civil Building Management and Engineering Journal
Published by Indonesian Journal Publisher
ISSN : -     EISSN : 30323711     DOI : https://doi.org/10.47134/scbmej
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Sustainable Civil Building Management and Engineering Journal is an academic journal organized which a focus and scope: Sustainable Building Design and Construction, Civil Engineering for Sustainability, Building Management and Maintenance, Environmental and Social Considerations. The scope of SCBMEJ invites original research papers, review articles, and case studies that contribute to the advancement of sustainable practices in civil engineering, building management, and related disciplines. The journal encourages interdisciplinary approaches and welcomes submissions that address the challenges and opportunities at the intersection of environmental, social, and economic sustainability in the built environment.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 70 Documents
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Development of Measures to Reduce Air Pollutants As Much As Possible Ruziyev, Sukhrob; Hamraqulova, Hamraqulova; R.A., Rustamova; D.M., Tolibova
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 2 (2024): April
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i2.2400

Abstract

The papers include contemporary ecological challenges, steps taken to reduce artificial pollution, and environmental issues relating to the atmosphere's circulation through natural and artificial processes. A major threat to world health, air pollution can have a range of negative consequences on the environment, such as haze, eutrophication, acid rain, and harm to animals. The combustion of fossil fuels for energy production and transportation is the main cause of air pollution. The effects of air pollution on human health are significant, with millions of people affected by respiratory and cardiovascular diseases, reproductive and central nervous system dysfunctions, and cancer. The articles emphasize the importance of reducing air pollution through various measures, such as improving energy efficiency, promoting renewable energy sources, reducing emissions from transportation, and implementing policies and regulations to control air pollution. The articles also highlight the need for public awareness and a multidisciplinary approach to tackle the problem of air pollution and its impact on climate change and public health.
Material Planning Analysis with Material Requirement Planning Method in High-rise Building Projects Awati, Mawinda Oktrify; Putra, I Nyoman Dita Pahang
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 3 (2024): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i3.2438

Abstract

Planning material supplies well is very important in implementing construction projects to ensure smoothness and efficiency. Smoothness includes thorough planning, including ensuring materials are met as planned, while efficiency aims to reduce time and cost. In this study, material planning will be carried out using the Material Requirement planning (MRP) method, using three different lot measurement techniques, namely Lot for Lot (LFL), Economic Order Quantity (EOQ), and Period Order Quantity (POQ). The MRP method is carried out to accurately calculate the amount of material needed to avoid excessive material inventory levels. After the MRP method, the most optimal number of orders and the total cost required for each lot measurement technique are obtained. The results of this study show that the LFL technique produces the optimum number of orders for gelam wood, plywood, reinforcement, bendrat wire, and ready mix concrete. Meanwhile, for materials such as lubricating oil, meranti wood, randu wood, and nails, it is optimal to order using the POQ technique.
Cost Budget Analysis for Equal Distribution of Labour for Multi-Storey Buildings Construction Dewanty, Maharani Putri; Putra, I Nyoman Dita Pahang
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 3 (2024): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i3.2439

Abstract

Although all resources on a construction project have their respective roles, the availability of labour significantly impacts how far the project moves forward and is completed. According to Kastor and Sirakoulis (2009), calculating the number of workers according to the construction schedule is crucial because, without this consideration, the resulting schedule may not be effective and efficient. process used for construction project resources to reduce fluctuations (Waluyo & Aditama, 2017). This research compares labour allocation, duration, and labour wage cost budgets under several conditions. These conditions include actual project conditions, planning, and results after levelling using an auto schedule. In project planning, the fluctuations obtained are pretty sharp. After the auto schedule levelling, the manpower no longer experienced overallocation, but fluctuations between weeks were still relatively high. This can happen because the quantity of work and labour in the construction projects under review is not comparable to the effects of project delays. The results obtained from the comparisons analyzed on the X-storey building construction project are that the auto schedule does not change the initial planning duration, which remains at 133 days. There was a disparity of 0.02% in auto schedule planning costs from 1,098,345,000.00. Meanwhile, in actual conditions, the labour cost budget increased by 0.12% from IDR 967,880,000.00 after the auto-schedule levelling process. It can be concluded that before resource levelling is carried out, it is necessary to review project scheduling and accelerate the duration of implementation, specifically if construction projects experience delays and other factors, so as not to cause fluctuations caused by the uneven quantity of work over some time.
Studi Kelayakan Pembangunan Jalan Lawe Sigala Gala-Suka Dame dengan Analisis Sensitivitas Harja, Jetno
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 3 (2024): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i3.2507

Abstract

Analisis sensitivitas adalah sebuah analisis yang dilakukan untuk mengetahui perubahan dalam dasar-dasar perhitungan biaya dan manfaat pada sebuah proyek, yang meliputi kenaikan biaya-biaya, seperti biaya konstruksi, biaya bahan baku, biaya produksi, penurunan produktivitas, mundurnya jadwal pelaksanaan proyek, Analisa Producer Surplus merupakan parameter evaluasi kelayakan proyek, dalam hal ini keuntungan (benefit) yang digunakan adalah semua surplus yang dinikmati oleh produsen barang dan jasa yang dijual dalam daerah pengaruh proyek. Dengan melakukan analisis Producer Surplus maka akibat yang mungkin terjadi dari perubahan-perubahan produksi hasil tanam pada lokasi proyek atau akibat dari pembangunan ruas jalan baru tersebut dapat diketahui. Dalam menganalisis kelayakan ekonomi dilakukan analisa cash flow dari masing-masing kriteria kelayakan ekonomi. Kriteria ekonomi dengan discount rate yang dihitung adalah 10%, 12% dan 15%, Untuk itu perlu dilihat sejauh mana manfaat kelayakan ekonomi, peningkatan produksi akibat pembangunan proyek dan perubahan terhadap parameter BCR, NPV dan EIRR akibat analisis sensitivitas dengan melakukan skenario kondisi awal (normal); skenario komponen biaya + 10% & komponen manfaat tetap; skenario komponen biaya + 15% & komponen manfaat tetap; skenario komponen biaya + 20% & komponen manfaat tetap; skenario komponen biaya tetap & komponen manfaat – 10%; skenario komponen biaya tetap & komponen manfaat – 15%; skenario komponen biaya tetap & komponen manfaat – 20%; skenario komponen biaya + 10% & komponen manfaat – 10%; skenario komponen biaya + 15% & komponen manfaat – 15%; skenario komponen biaya + 20% & komponen manfaat –20%. pada pembangunan jalan Lawe Sigala Gala – Suka Dame (with project).
Volume and Cutting Optimization of Reinforcing Steel in Construction of a Satpol PP Building Project Putri, Quini Athaya; Handayani, Fajar Sri; Setiono, Setiono
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 3 (2024): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i3.2697

Abstract

The world of construction is very dependent on technology, especially in the era of the industrial revolution which demands efficiency and competitiveness. The use of BIM (Building Information Modeling) technology supported by Autodesk Revit software enables more effective and efficient project planning and implementation. One application of BIM is in planning reinforcing steel requirements. To overcome material waste which often occurs due to less than optimal cutting of reinforcing steel, material management with a bar bending schedule and the use of BIM is an important solution. In the Satpol PP Building Construction Project in Bantul Regency by PT Quinad Bahana Indonesia, this new method with software was applied to correct cutting of reinforcing steel, reduce waste and increase construction efficiency. This research method includes data collection, 3D BIM modeling, comparing work volume using Autodesk Revit and conventional. After getting the reinforcing steel volume from the Autodesk Revit software, continue by entering the volume data into the BIM to obtain optimal reinforcing steel cutting patterns. The research results show that the use of Autodesk Revit software for column and beam work results in an overall difference of 11%. The volume resulting from Revit quantity take-off is less than manual analysis. Based on waste level calculations, the average value of waste level is 0.97%. This proves that the BIM is effective in reducing material waste on construction projects. Apart from reducing material waste, the BIM is also able to optimize reinforcing steel cuts.
Comparative Analysis of Conventional Methods with BIM Methods on Construction Cost Estimate at Structure Project Design Calculations (Case Study of Construction of A Satpol PP Building) Ulinnuha, Nadira Zalfa; Handayani, Fajar Sri; Rifai, Muji
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 4 (2024): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i4.2698

Abstract

Construction cost estimate in construction projects requires high accuracy in calculating work volumes and applying unit cost analysis. Lack of accuracy in calculating the volume of work can result in inaccurate cost estimates, causing project budget overruns. This research discusses the use of 3D BIM planning concepts using Autodesk Revit software to help calculate volumes accurately, with the aim of reducing project budget overruns. Comparative analysis of cost estimates between the use of Autodesk Revit and conventional methods provides an overview of the efficiency and effectiveness of using BIM software in estimating construction project costs. The object of this research is the Satpol PP Bantul office construction project, with a focus on structural work. This research method includes data collection, 3D BIM modeling, calculating cost estimates based on the volume produced using unit cost analysis, and comparative analysis of cost estimates between the use of BIM software and conventional methods. Based on the research results, it found that the construction cost estimate for structural work from Revit had a value of IDR 862,330,518.59 and a difference of IDR 53,420,195.31. This shows that the use of the 3D BIM concept results in 5.83% cheaper calculations than conventional construction cost estimate methods.
Greenhouse Gas Emissions Analysis (Case Study: Construction of a Satpol PP Building) Wytti, Khalijah Herma; Handayani, Fajar Sri; Setiono, Setiono
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 4 (2024): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i4.2699

Abstract

The development of the construction world is driven by the demands of meeting various needs, such as in this case study, namely the construction of the Bantul satpol PP Building to meet the needs of the legal apparatus. However, according to the United Nations Environtment Program in the Global Status Report for Buildings and Construction (2021) states that this development has a significant environmental impact, construction projects are responsible for 36% of energy consumption and 37% global CO2 emissions by 2020. Therefore, this research aims of achieving Greenhouse Gas Emission (GHG) efficiency using the Life Cycle Assessment (LCA) method. Data analysis was applied through the Autodesk Revit program to get the material schedule and LCA approach within the scope of Cradle to Gate using ISO 14040 and 14044 guidelines. The structure of foundations, slabs, columns and beams became the object of research because the constituent materials in the form of concrete and steel are considered as CO2 GHG contributors with the largest percentage, reaching 75% of the total emissions released (Luo et al., 2016). The analysis results show that the largest GHG estimate is located in the structural work of the Cradle to Gate scope which reaches 1,657,880.04 KgCO2eq with the most critical process unit which is the material production process unit. Thus, project construction management can look for the best alternatives related to material selection or methods in the material production process that can reduce GHG emissions. This research can be applied to create a sustainable construction.
Retention Basin for Flood Mitigation (Case Study: Magetan Regency) Handayani, Marita Putri; Hadiani, Rr. Rintis; Solichin, Solichin
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 4 (2024): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i4.2718

Abstract

Flooding is a natural event that often occurs in Indonesia. Magetan Regency has several areas drained by various rivers that have the potential to cause flooding problems in the event of high rainfall. Hydrological analysis is needed to determine the various rivers that are potentially unable to accommodate water capacity due to high rainfall, causing flooding problems. Thus, research aims to assess flood mitigation control based on a 25-year return period flood discharge (Q25) using the HSS Snyder method and HEC-HMS software. The flood inundation area due to river runoff is analysed using HEC-RAS 6.4.1 software using a 25-year return period discharge (Q25). This research uses retention basin as one of the efforts in flood mitigation, reducing the amount of flood inundation that occurs by using embankment planning. Retention basin is a water structure that functions to collect rainwater and water runoff to reduce flooding. Retention basin is one of the important steps in the flood inundation that occurred in Magetan Regency using HEC-RAS 6.4.1 software analysis was 3,75 km2. The largest flood inundation occurred in Kartoharjo District with an area 1,31 km2. The design of the Kartoharjo Retention Basin in Magetan Regency can reduce the flood inundation area by 22% to 2,94 km2.
Cost and Duration Optimization at Building C of Dharmais Cancer Hospital Jakarta with TCTO Method Using Primavera P6 Analysis Aulia, Sahda; Setiono, Setiono; Rifai, Muji
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 4 (2024): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i4.2722

Abstract

In construction projects, cost and duration are important aspects but there are several factors that become obstacles. With these constraints, the project needs to organize its project management to keep it running according to the contract. The method that can be used to manage these obstacles is TCTO (Time Cost Trade Off). There are three scenarios used in this study, namely the addition of working hours, the addition of labors, and the combined (addition of working hours and labors), using the help of Primavera P6. This research aims to analyze the estimated total duration and cost obtained after optimization, compare the total duration and cost obtained before and after optimization, and recommend the most economical alternative among the scenarios carried out. The results of the optimization analysis carried out using additional working hours (scenario 1) are 611 days and an increase in costs; while with additional labors (scenario 2) are 632 days and a decrease in costs; and with combined (scenario 3) are 611 days and a decrease in costs. The most economical alternative from this study is to use scenario 2 because it reduces the duration and cost of the initial cost budget plan of the project.
Optimasi Waktu dan Biaya dengan Metode Time Cost Trade Off pada Pekerjaan Pipa Jaringan Distribusi Utama Dagen – Plesungan (Studi Kasus: Proyek Spam Wosusokas Segmen 4) Dyah Ratih Kusumastuti; Setyawan, Ary; Setiono, Setiono
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 3 (2024): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i3.2769

Abstract

Keberhasilan suatu proyek konstruksi ditentukan oleh mutu, biaya dan juga durasi proyek. Perhitungan yang salah pada salah satu aspek tersebut dapat menyebabkan kerugian. Maka, diperlukan pengendalian proyek yang tepat supaya proyek dapat berjalan dengan lancar dan tepat waktu. Salah satu upaya untuk mengatasi masalah tersebut yaitu dengan dilakukannya optimasi waktu dan biaya atau yang disebut crashing. Pada penelitian ini akan dilakukan optimasi waktu dan biaya proyek dengan metode Time Cost Trade Off dengan bantuan aplikasi Primavera P6. Skenario yang digunakan ada 6, yaitu penambahan jam kerja (lembur) 1 jam kerja hingga 4 jam kerja dan penambahan tenaga kerja 1 pekerja hingga 2 pekerja. Hasil optimasi yang dilakukan pada penelitian ini yaitu pada skenario 1 (penambahan 1 jam kerja) adalah 390 hari dengan biaya Rp71.651.956.512,45 dan lebih cepat 31 hari dari durasi normal 421 hari dan penurunan biaya dari biaya normal senilai Rp 71.840.063.197,01, pada skenario 2 (penambahan 2 jam kerja) adalah 363 hari dengan biaya Rp71.499.850.238,61, pada skenario 3 (penambahan 3 jam kerja) adalah 340 hari dengan biaya Rp71.370.287.273,16, pada skenario 4 (penambahan 4 jam kerja) adalah 324 hari dengan biaya Rp71.287.367.745,46, pada skenario 5 (penambahan 1 pekerja) adalah 339 hari dengan biaya Rp71.327.806.536,75, serta pada skenario 6 (penambahan 2 pekerja) adalah 311 hari dengan biaya Rp71.120.938.849,58. Skenario yang paling efisien yaitu dengan menggunakan skenario 6 yaitu penambahan tenaga kerja sebanyak dua pekerja karena mengurai durasi keseluruhan sebesar 110 hari dengan penurunan biaya sebesar Rp719.124.347,42.

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