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NYOMAN DITA PAHANG PUTRA, NYOMAN
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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.
The Risk Analysis of Work Accidents Using The Bowtie Method in The Ciputra Hospital Construction Project Dewi, Risda Yasinta; Pahang Putra, I Nyoman Dita
Jurnal Teknik Sipil Vol. 17 No. 1 (2024): Juni 2024
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56444/jts.v17i1.1566

Abstract

The condition of work accident risk is a critical factor that needs to be taken seriously. Related to the construction of the Ciputra Hospital Project located on Jl. Made Selatan - Citraland Surabaya, the Ciputra Hospital project is planned to be built on nine floors with a building area of 23,000 m2, which will allow for various occupational accident risks. So, a risk analysis is needed to identify hazards that can occur. In this study, data collection was carried out through interviews and also distribution questionnaires. Questionnaires are used to find probability and severity scales, and questionnaires are distributed to project expert staff. After obtaining the results from the questionnaire, a risk assessment is carried out by finding the probability index and severity index and then determining the category with the risk matrix. After determining the category, the analysis was carried out using the bowtie method. The result of this study is to determine the most dominant risks, namely workers being punctured by sharp equipment when installing formwork, workers falling from a height when installing formwork, and workers being hit by a bar bender machine when forming. After analyzing using the bowtie method, it was found that the causes of the risk of accidents that occurred included workers in a tired condition, lack of concentration, and carelessness, incomplete use of PPE, undisciplined workers at work, no safety at the job site, bad weather, inexperienced workers, poor machine conditions.
The Implementation of BIM Tekla Structure on Quantity Take Off for Structural Works of X Building Project Eka Aprillia; Pahang Putra, I Nyoman Dita
Jurnal Teknik Sipil Vol. 17 No. 1 (2024): Juni 2024
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56444/jts.v17i1.1567

Abstract

BIM technology in the construction world is growing. However, the application of BIM in Indonesia has not been carried out thoroughly. BIM technology can help quantity take off work that affects the success or failure of a project. BIM can reduce the error rate of quantity take off planning calculations compared to manual calculations. Tekla Structure is one of the software developments of BIM that can produce quantity take off building output along with 3D visualisation. This research conducts 3D modelling and discusses the comparison of quantity take off using BIM-based software Tekla Structures with a recap of the manual calculation contained in the initial Bill of Quantity for the X Building Project planning. This difference can be used as a consideration for the application of BIM in the initial calculation of project planning. The percentage difference obtained for the pile cap resulted in concrete volume deviation of 0.69% and -19.1% for reinforcement volume. The spun piles work resulted in a concrete volume deviation of -0.8% and reinforcement volume of 8.45%. In the calculation of column work, the deviation value for concrete volume is 3.14%, while the volume of reinforcement is -12.2%. The results of the BIM quantity take-off are deemed more reliable due to the 3D visualization of BIM objects and the ability to adjust the detail of work elements.
ANALISIS BIAYA MANAJEMEN RISIKO PADA PROYEK PENGAMAN MUARA SUNGAI BOGOWONTO SISI TIMUR (KSN) YIA Putri, Ardelia Dewani; Putra, I Nyoman Dita Pahang
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 1 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

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Abstract

Abstrak: Analisis Biaya Manajemen Risiko Pada Proyek Pengaman Muara Sungai Bogowonto Sisi Timur (KSN) YIA. Analisis biaya manajemen risiko pada Proyek Pembangunan Pengaman Muara Sungai (jetty) merupakan hal yang penting dilakukan untuk penelitian. Bangunan pengaman sungai atau jetty sendiri memiliki bermacam-macam risiko proyek yang dapat menghambat proses kegiatan pada proyek serta mempengaruhi pencapaian proyek. Dampak dari risiko tersebut selain mempengaruhi biaya juga menimbulkan keterlambatan proyek. Berdasarakan permasalahan yang disebutkan diatas, tujuan dari penelitian ini untuk mengetahui risiko yang terjadi pada Proyek Pembangunan Pengaman Muara Sungai Bogowonto Sisi Timur (KSN) YIA serta menganalisis biaya dan mengetahui tindakan mitigasi risiko tersebut. Pada penelitian ini menggunakan metode wawancara sebagai pengumpul data. Sebagai analisis kuesioner menggunakan metode rata – rata (mean) dan untuk analisis biaya menggunakan Cost / Benefit Analysis (CBA) atau analisis biaya / manfaat. Hasil analisis kuesioner menggunakan metode rata-rata (mean) menunjukkan 5 risiko tinggi yang memerlukan mitigasi dan hasil analisis biaya memberikan rekomendasi 4 upaya tindak lanjut yang layak diterapkan dan 1 upaya tindak lanjut yang tidak layak diterapkan. Upaya tindak lanjut yang tidak layak tersebut dikarenakan biaya yang dikeluarkan antara nilai risiko terlalu besar dan biaya implementasi yang tinggi pula, alhasil risiko harus dimitigasi sejak awal. Kata kunci: Manajemen Biaya Risiko; Rata-Rata; CBA Abstract: Cost Analysis Of Risk Management In Security Projects East Side Of The Bogowonto River (Ksn) Yia. Analysis of risk management costs in the Estuary River Safety Development Project (jetty) is an important thing to do for research. The river or jetty safety building itself has various project risks that can hinder the process of project activities and affect project achievement. The Severity of these risks besides affecting costs also causes project delays. Based on the problems mentioned above, the purpose of this study is to determine the risks that occur in the East Side of the Bogowonto River Estuary Development Project (KSN) YIA and to cost analyze and know the risk mitigation measures. In this study using project data as data collectors. As a questionnaire analysis using the average method (mean) and for cost analysis using Cost / Benefit Analysis (CBA) or cost / benefit analysis. The results of the questionnaire analysis using the mean method show 5 high risks that require mitigation and the results of the cost analysis provide recommendations for 4 follow-up actions that are feasible and 1 follow-up that is not feasible. These follow-up efforts are not feasible because the costs incurred between the value of the risk are too large and the costs of implementation are also high, as a result the risk must be mitigated from the start. Keyword: Cost Risk Management, Mean, CBA
ANALISIS RISIKO PADA JEMBATAN JALUR GANDA JALAN KERETA APILINTAS SURABAYA – SOLO (PAKET:JGMS 8) Amala, Aprilia Suci; Putra, I Nyoman Dita Pahang
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 1 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

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Abstract

Abstrak: Analisis Risiko pada Jembatan Jalur Ganda Jalan Kereta Api Lintas Surabaya – Solo (Paket:JGMS 8). Dalam proyek konstruksi tidak lepas dari adanya risiko yang terjadi. Risiko tersebut bisa saja memengaruhi kelangsungan pekerjaan proyek. Maka dari itu perlu dilakukan analisis manajemen risiko. Tujuan dari manajemen risiko untuk mengetahui risiko yang muncul pada proyek tersebut, menentukan level risiko, serta cara penanganan pada risiko yang dominan, Teknik pengumpulan data pada penelitian ini berupa data primer dari hasil wawancara dan kuesioner, dan data sekunder dari hasil studi literatur. Hasil dari identifikasi risiko adalah terdapat 23 variabel risiko yang terjadi pada proyek ini dan hasil dari analisis risiko terdapat 5 variabel yang memiliki level ekstrim yaitu debit air tinggi/banjir, membludaknya sampah di sekitar area proyek, iklim ekstrim, harga bahan bakar naik, kenaikan hara material dan 4 variabel yang memiliki level tinggi yaitu terjadinya longsor saat pekerjaan struktur bawah jembatan, truck mixer telat dating, proses produksi berdampak negatif, dan kerusakan alat berat. Respon risiko pada penelitian ini dilakukan untuk risiko yang memiliki level risiko ekstrim dan tinggi sebanyak 9 variabel. Respon risiko yang dilakukan dengan cara mengurangi risiko dan menghindari risiko. Kata kunci: analisis risiko; jembatan kereta api; manajemen risiko Abstract: Risk Analysis on the Surabaya – Solo Cross Railway Double Track Bridge (Package:JGMS 8). In a construction project, there are risks that occur. These risks may affect the continuity of project work. Therefore its necessary to do a risk management analysis. The purpose of risk management is to find out the risks that arise in the project, determine the level of risk, and how to handle the dominant risks. Data collection techniques in this study are in the form oof primary data from interviews and questionnaires, and secondary data from the result of literature studies. The result of risk identification are that there are 23 risk variables that occur in this project and the results of the risk analysis are that there are 5 variables that have extreme levels, namely high water discharge/floods, overflowing of waste around the project area, extreme climate, rising fuel prices, rising nutrients materials and 4 variables that have high levels, namely the occurrence of landslides during the construction of the under-bridge structure, mixer trucks arriving late, the production process has a negative impact, and heavy equipment damage. The risk response in this study was carried out for risks that have extreme and high risk levels as many as 9 variables. Risk response is carried out by reducing risks and avoiding risks. Keyword: risk analysis; railroad bridge; risk management
Co-Authors Adibah Nurul Yunisya Afif, Syahril Nur Khusna Ahmed, Suliman Badawi Alam, Muhammad Miftakhul Alfonsus Fung Abimanyu Wicaksono Amala, Aprilia Suci Amelia Indah Faradilla Anggraeny, Anggi Dwi Anna Rumintang Anwar, Nadjadji Aprilia Regita Tri Cahyani Asyari, Saidatul Alfena Putri Awati, Mawinda Oktrify Bagas Andrian Permana 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 Fadillah, Naufal Luthfi Fandini, Reina Maulidya Fatimah, Alifah Siti Hadianto, Usman Haholongan M, Aris Pistar Halim, Ismail Hidayatul Ulumiya 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 Mitasari, Agusvivia Mudjahidin Muttaqin, Muh. Darul Muzaffar, Risal Muzdhalifa, Rencany Maura Natasya, Dininda 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 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 Supriyono, Auliyah Shabirah Utami, Imanda Prasetya Velantika, Griselda Junianda Wardana, Zahra Ramadhani Widowati, Elok Dewi Yehezkiel Rivaldo Zetta Rasullia Kamandang