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NYOMAN DITA PAHANG PUTRA, NYOMAN
Program Studi Teknik Sipil Fakultas Teknik Universitas Pembangunan Nasional “Veteran” Jawa Timur
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- Examination of Technical Factors Influencing Building Maintenance in the Post-Retention Period Putra, Moch. Maulana Kurnianda Saputra; I Nyoman Dita Pahang Putra
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.v5i02.1378

Abstract

Building maintenance is essential for ensuring structural sustainability, especially during the post-retention period when responsibilities shift to the owner. This study analyzes the influence of six technical factors—building design, maintenance frequency, material availability, weather adaptation, material quality, and quality control—on maintenance success. A quantitative approach with Structural Equation Modelling (SEM) was used, based on 50 expert responses. Results show all six factors significantly affect maintenance success, material quality was identified as the most dominant indicator within the technical factors construct, with a loading factor score of 0.784. Of the success indicators—cost, time, quality, user safety health and security, and durability—quality assurance is the most dominan with a loading factor score of 0.841. The model explains 61.8% of variance (R² = 0.618), demonstrating strong predictive relevance. These findings underscore the importance of integrating high-quality materials, applying strict quality control, and employing strategic planning. The study offers practical insights for building owners and contractors during the post-retention phase. Future research may expand on technological and environmental considerations for better maintenance outcomes.
Optimization of material requirements to support the accuracy of delivery materials based on quantity of cubicost analysis results Fandini, Reina Maulidya; Putra, I Nyoman Dita Pahang; Trigunarsyah, Bambang
SINERGI Vol 29, No 3 (2025)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/sinergi.2025.3.017

Abstract

Construction projects heavily rely on labor, materials, and equipment to ensure timely completion, with materials being a significant cost component. This study addresses discrepancies between rebar inventory and material demand, which can disrupt production and delay project completion. This study aims to determine the rebar volume using Cubicost TRB and optimize the lowest requirement cost by applying the Silver-Meal and Wagner-Whitin algorithms. Detailed engineering data supports the application, ensuring rebar bends meet technical standards at beam, column, and slab intersections. Material planning incorporates project schedules, inventory records, and rebar volume data from Cubicost. This planning considered the minimization of ordering and storage costs. The results showed that the volume of rebar calculated using the Cubicost application was more accurate than the project's bill of quantity data. The use of the Cubicost application proved to be more advantageous, resulting in a 1% reduction compared to the project data. Then, the Silver Meal algorithm resulted in total costs that were 21% lower than those of the Wagner-Whitin method in minimizing overall inventory costs, particularly for high-demand rebar types such as D13 and D19. These findings highlight the importance of accurate inventory scheduling and selecting appropriate lot-sizing techniques to minimize costs and prevent delays. Future research can compare Cubicost TRB’s accuracy with other software and extend the Silver-Meal and Wagner-Whitin algorithms to other materials.
Labor Productivity Disparities in the Planning and Implementation Phases Prasetyo, Aditya Rachmad; Putra, I Nyoman Dita Pahang; Ahmed, Suliman Badawi
Potensi: Jurnal Sipil Politeknik Vol. 27 No. 2 (2025): Potensi: Jurnal Sipil Politeknik
Publisher : Department of Civil Engineering, Politeknik Negeri Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35313/potensi.v27i2.6287

Abstract

Infrastructure plays an important role in promoting connectivity, economic growth, and community welfare. In the construction sector, labor productivity is a crucial factor that determines project accomplishment. This study aims to analyze and compare the labor productivity during planning and implementation phase using secondary data as the main source. Data sources include a valid project documents and related regulation. The analysis carried out to find the planned labor productivity based on the cost budget plan and time schedule, the realized productivity value based on the cost budget plan and daily report, and the comparison between the two. The results showed that there was a significant variation in the labor productivity level between the planning and implementation phases of the project. There was an increase in labor productivity in several types of work including plastic cast installation 47%, D36-300 dowel installation 12%, 2-layer wiremesh 35%, Rigid Pavement K-350 28%, and joint filler work 71%. On the other hand, works such as flooring and tie-bar works experienced a decrease in labor productivity by 47% and 11%. These findings provide valuable insights for project management to improve future planning and execution, emphasizing the need for continuous labor productivity evaluation to achieve optimal result.
Analysis of Factors Affecting the Decline in The Quality of Building Construction Projects Rifky, Fariz; Putra, I Nyoman Dita Pahang
CIVED Vol. 10 No. 3 (2023): September 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i3.25

Abstract

Quality according to planning is one of the most important things in the successful implementation of each construction project. Quality factors when implementing building construction projects are very important to know, especially for construction service providers so that they can find out what factors affect the decline in building construction quality. This study aims to analyse the factors that affect the decline in the quality of building construction. This research was conducted by distributing questionnaires in order to obtain data which will then be analysed and discussed in this study. Respondents of this questionnaire are contractors and consultants. Seven factors are obtained that affect the decline in building construction quality based on the results of questionnaires and data analysis, namely equipment, materials, implementation, environment, cost, human resources, design. Furthermore, the data that has been obtained is tested for validity to ensure that the data obtained is valid and reliable testing is carried out to ensure that the valid data is also reliable. The data was analysed using the relative importance index analysis method with the results of the inaccurate design drawing variable which has the highest RII value of 0.908, then descriptive analysis and obtained the results of the design factor having the highest mean value of 3.511 which means that the design factor has the greatest influence on reducing the quality of building construction.
Analysis of Project Delay Using the Fault Tree Analysis (FTA) Method in Rising Building Projects Asyari, Saidatul Alfena Putri; Putra, I Nyoman Dita Pahang
CIVED Vol. 10 No. 3 (2023): September 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i3.31

Abstract

A job on a construction project can affect delays throughout the project. Every construction project has a specific plan and schedule for when to start when to finish, how to schedule, and how to provide resources. There should be no delays in implementation because they will result in increased project costs. However, there was a delay in the performance of the lecture building construction project with the Faculty of Engineering UPN "Veteran" East Java. The methods given in the discussion to determine the factors that influence the occurrence of delays are the Fault Tree Analysis (FTA) method and the Obtain Cut Set Method (MOCUS). Work items that experienced delays were structural, architectural, and MEP work. There are three top events known through FTA analysis, namely delays caused by design changes and wrong drawings, which are factors causing delays from service users. The dominant factor causing delays in structural work is the difference in elevation with elegant buildings and a need for more attention to structural safety. This problem occurs in the top event factor of service users. The service users referred to in scientific research are the owners and/or planning consultants. From the results of a quantitative Fault Tree analysis, the reliability value of the structural work is 0.861. In this case, the structural work experienced a delay of >10% with a Reliability value below 90%, so the contract was declared critical.
Analisis Percepatan Proyek Menggunakan Metode Fast Track dan Metode Crashing Pada Proyek Pembangunan Gedung Bertingkat Wardana, Zahra Ramadhani; Putra, I Nyoman Dita Pahang
CIVED Vol. 10 No. 2 (2023): June 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i2.405

Abstract

Terlambatnya suatu pekerjaan dalam proyek konstruksi dapat berdampak pada keterlambatan proyek secara keseluruhan. Penelitian ini mengambil studi kasus pada Proyek Pembangunan Gedung Laboratorium Biologi UNESA Kampus Ketintang yang direncanakan berjalan selama 180 hari kalender atau 26 minggu. Pada minggu ke-18, mulai terlihat progress proyek mengalami keterlambatan sebesar 6,40% dengan sisa waktu pelaksanaan proyek 8 minggu. Penelitian ini bertujuan untuk menganalisis waktu pelaksanaan proyek agar dapat lebih cepat dari target waktu rencana awal. Analisis percepatan pada penelitian ini dilakukan dengan menggunakan dua metode. Analisis pada tahap pertama, dilakukan menggunakan metode fast track. Setelah dilakukan analisis, waktu proyek awal yang semula 213 hari dapat tereduksi menjadi 191 hari. Biaya total proyek berkurang menjadi Rp. 13.184.966.600,00 (turun 1,55% dari total biaya proyek awal). Analisis percepatan tahap dua dilakukan untuk mengejar target waktu penyelesain proyek. Setelah dilakukan percepatan tahap kedua menggunakan metode crashing penambahan jam kerja (lembur) selama 3 jam, waktu proyek setelah percepatan yaitu 191 hari dapat tereduksi lagi menjadi 177 hari. Biaya total proyek mengalami penambahan menjadi Rp. 13.184.966.600,00 (naik 0,11% dari biaya total proyek setelah percepatan tahap 1). Sehingga, biaya total proyek yang semula sebesar Rp. 13.392.456.000,00 menjadi Rp. 13.184.966.600,00, terdapat selisih sebesar Rp. 206.334.966,00 (turun 1,54%).
Kajian Faktor-Faktor yang Mempengaruhi Keterlambatan pada Proyek Konstruksi Gedung Bertingkat Alam, Muhammad Miftakhul; Putra, I Nyoman Dita Pahang
CIVED Vol. 10 No. 2 (2023): June 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i2.428

Abstract

Pada setiap proyek konstruksi memiliki jangka pengerjaan tertentu, dengan resources dan peralatan tertentu. Suatu proyek dikatakan berhasil jika waktu, biaya dan mutu sudah sesuai dengan kontrak. Sebagian besar dari proyek konstruksi mengalami keterlambatan. Keterlambatan sering terjadi pada proyek yang di sebabkan oleh berbagai faktor, diantaranya faktor material atau bahan, faktor tenaga kerja, faktor peralatan, faktor material, faktor lingkungan dan lain sebagainya. Untuk mengetahui faktor dan sub faktor yang mempengaruhi keterlambatan proyek merupakan tujuan dari penelitian ini. Penelitian ini di lakukan dengan cara menyebarkan kuisioner kepada kontraktor dan atau konsultan proyek tertentu, data yang diperoleh dilakukan uji validitas untuk Memastikan bahwa data tersebut valid dan dilakukan uji reliabilitas yang bertujuan untuk memastikan bahwa variabel yang digunakan tersebut reliabel, kemudian data yang sudah valid dan reliabel diolah menggunakan piranti lunak dengan metode analisis deskriptif. Setelah dilakukan analisis didapatkan faktor tenaga kerja dengan nilai mean 3,5 adalah faktor yang memiliki pengaruh paling besar terhadap keterlambatan proyek, sedangkan sub faktor yang paling berpengaruh terhadap keterlambatan proyek adalah sub faktor owner lambat dalam membuat keputusan dengan nilai mean sebesar 3,71.
Quality Analysis of The Road Widening Project Towards Standards for The Grobogan Road Section - Jember District Limit (Link. 199) Christabella, Cynthia Cielly; Putra, I Nyoman Dita Pahang
CIVED Vol. 11 No. 2 (2024): June 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i2.562

Abstract

Roads are a land transportation route that has been used since ancient times as a means for people to move places using existing transportation. In road construction efforts, it is necessary to have Standard Operating Procedures, or SOPs, that are used with the aim of improving worker performance, ensuring road quality, increasing profits, and company development. SOP is a method or work flow that has been standardized, is used as binding and directive instructions, and covers things from an activity that has steps or procedures. Currently, there are still many road work projects that are carried out without paying attention to existing SOPs, and this means that the quality of the concrete roads being made does not comply with applicable standards, which means that some parties may experience losses. There needs to be a good understanding of how SOPs comply with standards so that they can produce concrete of maximum quality. This writing was prepared using an analytical method using a literature study that refers to the Indonesian National Standards (SNI) and the PUPR Ministerial Regulation (Regulation of the Minister of Public Works and Public Housing).
Analysis of the Risk of Work Accidents in High-Story Building Construction Projects using the FMEA (Failure Modes and Effects Analysis) Method Meylinda Sabrinawati; I Nyoman Dita Pahang Putra
Formosa Journal of Multidisciplinary Research Vol. 3 No. 5 (2024): May 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjmr.v3i5.9520

Abstract

A construction project is a complex and exciting process, starting from planning and design, through to implementation and finishing. The process of building a construction project always has risks at every stage of its implementation. To prevent and minimize risks that could cause work accidents and losses on the project, it is necessary to carry out a work accident risk analysis on the project. This research carried out a work accident risk analysis on the Joint Lecture Building and FISIP Laboratory Phase 2 UPN "Veteran" East Java Construction Project using the FMEA method. The aim is to identify the risks of work accidents that could occur in building construction projects and to determine the severity level, incidence rate, detection level, and risk priority number (RPN) in these projects. The results of the research show that the risk of work accidents with the highest Risk Priority Number (RPN) value occurs in foundation structure work with the risk of workers being injured by these materials with RPN value of 174,857.14. Work on strengthening foundation structures with the highest RPN values requires the greatest attention and risk control measures.
Material Planning for Upper Structure Work Based on the Material Requirement Planning (MRP) Method in the Kasih Ibu Hospital Construction Project, Surakarta Aprilia Regita Tri Cahyani; I Nyoman Dita Pahang Putra
Formosa Journal of Multidisciplinary Research Vol. 3 No. 5 (2024): May 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjmr.v3i5.9525

Abstract

Material inventory in construction projects is something that needs to be managed because it affects the smooth running of a construction project. To overcome this problem, material scheduling was carried out based on the Material Requirement Planning (MRP) method using the Economic Part Period (EPP) lot size technique and the Least Unit Cost (LUC) lot size technique. This research aims to produce material planning processes and results. MRP is a scheduling method to find out the material and quantity of material needed, as well as when the order will be placed. The calculation results obtained using the MRP method are that the EPP lot size requires a total material inventory cost of IDR 20,847,682,834, while the LUC lot size requires an inventory cost of IDR 20,851,272,531. The difference in total costs is IDR 3,589,697 so the EPP lot size is more economical compared to LUC.
Co-Authors Afif, Syahril Nur Khusna Ahmed, Suliman Badawi Alam, Muhammad Miftakhul Alfonsus Fung Abimanyu Wicaksono Alyaa Athooya Minarosi Amala, Aprilia Suci Amelia Indah Faradilla Ananda, Fikri Arief Anggraeny, Anggi Dwi Anna Rumintang Anwar, Nadjadji Aprilia Regita Tri Cahyani Asyari, Saidatul Alfena Putri Awati, Mawinda Oktrify Azhahra Divia Putri Bagas Andrian Permana Bambang Trigunarsyah Bambang Trigunarsyah Bambang Trigunarsyah, Bambang Bangun Muljo Sukojo, Bangun Muljo Bawana, Massayu Sekar Budi, Fakhruddin Prasetya Chakim, Ahmad Ibnul Christabella, Cynthia Cielly Christiono Utomo Dewanty, Maharani Putri Dewi, Risda Yasinta Diyasa, I Gede Susrama Mas Dwi Lutfil Khakim Eka Aprillia Erma Suryani Ewaldo Anggara Putra Fadillah, Naufal Luthfi Fandini, Reina Maulidya Fatimah, Alifah Siti Hadianto, Usman Haholongan M, Aris Pistar Hidayatul Ulumiya I Gede Susrama Mas Diyasa I Made Merdana Ilham Arista Harahap Jagad, Sulthanul Auliya Junianda Velantika, Griselda Mahajana, Adam Niestera Mahardini, Hirdayanti Andina Raissha Mahrusah, Safira Manurung, Liza Olivia Maura Muzdhalifa, Rencany Mei Lutfi Yudhitasari Meylinda Sabrinawati Milinda Nur Indah Puspita Mitasari, Agusvivia Mohammad Rafka Mahendra A Mohammad Rafka Mahendra Ariefwan Monica, Aurel Ghea Mudjahidin Muttaqin, Muh. Darul Muzaffar, Risal Muzdhalifa, Rencany Maura Natasya, Dininda Ni Made Ika Marini Mandenni Ni Made Ika Marini Mandenni Nia Dwi Puspitasari Ningtyas, Diah Kurniawati nur hanifah eka putri Panjaitan, Nita Jesika Pebria, Shinta Amyrul Pinky Febrilla Carienta Putri Prasasto, Adi Radityo Prasetyo, Aditya Rachmad Puspita, Milinda Nur Indah Putra, Moch. Maulana Kurnianda Saputra Putri, Ardelia Dewani Putri, Azhahra Divia Rahayu, Jatiningrum Ramadhani, Achmad Nur Rangga Laksana A Rangga Laksana Aryananda Rifky, Fariz Robby Soetanto Romadhoni, Firda Amalia Putri Salim, Abdurrosid Salsabila Aulia Ayu Lestari Putri Ghozali Sampurno, Ilham Ade Widya Santi Dwi Rahmawati Servanty, Izmanaya Avril Setiawan, Nanang Sianturi, Niel Tamsoju Siska Ayu Aprilia Yusuf Stephanie Almeyda Stieward, Gabriel Hotasi Supriyono Supriyono Supriyono, Auliyah Shabirah Utami, Imanda Prasetya Velantika, Griselda Junianda Wardana, Zahra Ramadhani Widowati, Elok Dewi Yehezkiel Rivaldo Yunisya, Adibah Nurul Zetta Rasullia Kamandang