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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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Analisis Pengaruh Faktor Komunikasi terhadap Faktor Risiko pada Proyek Konstruksi Gedung Bertingkat Prasasto, Adi Radityo; Putra, I Nyoman Dita Pahang
Al Qalam: Jurnal Ilmiah Keagamaan dan Kemasyarakatan Vol. 18, No. 5 : Al Qalam (September 2024)
Publisher : Sekolah Tinggi Ilmu Al-Qur'an (STIQ) Amuntai Kalimantan Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35931/aq.v18i5.3937

Abstract

Dalam proyek konstruksi gedung bertingkat, terdapat pihak – pihak yang terlibat dalam jalanya suatu proyek atau bisa disebut juga dengan stakeholders. Hubungan antara stakeholders ini umumnya memiliki potensi terjadinya konflik antara satu dengan lainya seperti contohnya pihak kontraktor dengan pihak konsultan pengawas proyek. Konflik tersebut tentunya dapat mengakibatkan terjadinya berbagai risiko dalam proyek yang diakibatkan penyampaian dan penerimaan informasi yang kurang baik. Maka daripada itu diperlukan adanya analisis pengaruh komunikasi proyek terhadap beberapa risiko proyek. Analisis pada penelitian ini menggunakan analisis multivariat dengan software SEM-PLS (Structural Equation Modeling – Partial Least Squared) dengan variabel independen terdiri dari laporan kinerja, penggunaan fasilitas & teknologi, penyampaian informasi, kemampuan berkomunikasi, dan hubungan koordinasi terhadap variabel dependen risiko desain, risiko tenaga kerja, risiko sumber daya, risiko politik sosial dan risiko kontraktual. Sebagian hasil penelitian dari analisis multivariat ini sudah sesuai dengan hipotesis penelitian terdahulu, akan tetapi terdapat beberapa hasil yang berbeda dengan hipotesis yang digunakan, yaitu pada variabel hubungan koordinasi tidak berpengaruh signifikan terhadap variabel risiko desain.
Analysis of Labor Productivity on Lightweight Brick Masonry Work using The Work Sampling Method Fadillah, Naufal Luthfi; Putra, I Nyoman Dita Pahang
Composite: Journal of Civil Engineering Vol. 3 No. 2 (2024): Desember 2024
Publisher : University of Merdeka Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26905/cjce.v3i2.13097

Abstract

One of the important elements in the construction process is lightweight brick work. Labor productivity in this work is very influential on the progress of the construction project as a whole. One method that can be applied to analyze labor productivity is work sampling, which is an observation method used to measure and analyze the productivity of workers or activities at a certain time. This study aims to investigate and analyze labor productivity of lightweight brick work labor. The work sampling method was chosen to analyze the productivity and quantity of labor in lightweight brick work on the Bekasi Mixed Use Development Pakuwon Residence project. Based on the analysis and discussion during the 10-day observation period, 8 lightweight brick masonry workers completed work with a total area of 658.480 m2 and obtained a productivity value of 52,730 m2/day. In addition, from the results of field observations, the level of worker adjustment factors and allowances can still be increased, with the hope that this increase will significantly increase worker productivity in terms of time, quality, and quantity.
ANALISIS PENERAPAN KENDALA DAN SOLUSI SISTEM MANAJEMEN MUTU ISO 9001:2015 PADA PROYEK PEMBANGUNAN Fatimah, Alifah Siti; I Nyoman Dita Pahang Putra
Jurnal Teknik Sipil Vol 8 No 2 (2024): Jurnal Gradasi Teknik Sipil - Desember 2024
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v8i2.2374

Abstract

Penelitian ini bertujuan untuk memahami pandangan Stakeholder terkait tingkat penerapan, kendala, dan solusi dalam implementasi sistem manajemen mutu berdasarkan ISO 9001:2015 di proyek pembangunan gedung Twin Tower UPN "Veteran" Jawa Timur. Dalam penelitian ini dilakukan pendekatan deskriptif menggunakan metode kualitatif melalui wawancara melalui kuesioner terhadap 10 responden perwakilan tiap Stakeholder. Dari hasil penelitian menunjukkan tingkat penerapan SMM ISO 9001:2015 pada proyek tersebut yang sangat baik dengan nilai persentase rata-rata 86,07%, Pengaruh kendala dalam tingkat penerapan dapat dikategorikan berpengaruh, dengan persentase rata-rata 65,62%, Faktor kendala paling besar adalah kualitas tenaga kerja rendah dengan nilai rata-rata 73,93%, dan faktor kendala paling kecil adalah ketidaklayakan alat dengan nilai rata-rata 58,69%. Faktor kendala dapat menjelaskan pengaruhnya terhadap tingkat penerapan sistem manajemen mutu, dimana korelasi pengaruh faktor kendala sebesar 92,65%, dan sisanya dipengaruhi oleh faktor lain. Hubungan antara tingkat penerapan dan pengaruh kendala yaitu berbanding terbalik. Semakin tinggi tingkat penerapan, maka semakin rendah pengaruh kendala. Faktor kendala dominan yang memengaruhi penerapan prinsip sistem manajemen mutu adalah faktor kendala kualitas tenaga kerja rendah, ketidaksesuaian metode, serta komunikasi dan koordinasi belum optimal. Sehingga, solusi yang diusulkan meliputi peningkatan kualitas tenaga kerja / sumber daya manusia, perbaikan hasil dan metode yang tidak sesuai, intensitas pengawasan, komunikasi, dan koordinasi.
Analysis of Labor Productivity in Mechanical, Electrical, and Plumbing Works for a Multi-Story Building (Case Study: UPN "Veteran" East Java Twin Tower Building) Natasya, Dininda; Putra, I Nyoman Dita Pahang
Jurnal Sains dan Teknologi (JSIT) Vol. 4 No. 2 (2024): Mei - Agustus
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v4i2.1948

Abstract

In a project construction , productivity power Work be one factor affecting efficiency and success project . This is very important in work Mechanical, Electrical and Plumbing (MEP) in buildings multilevel , where is precision time , quality , and reliability installation is very important comfort and security user building the . Study This aim for analyze productivity power working on Mechanical, Electrical and Plumbing (MEP) work on the construction of the UPN "Veteran" East Java Twin Tower Building. Collected data covers planning and realization in the site , such as coefficient power work , volume of work daily , total labor daily , and productivity power Work . The analytical method used is compare between productivity planning and productivity realization in the site . Research result show that there is difference significant productivity between planning and realization in the site . Actual productivity in the site is lower than planning productivity. These findings can be used as input for contractors to increase labor productivity on similar construction projects in the future.
Financial Feasibility Analysis By Utilizing Float Time On Profitability In High-Rise Building Construction Projects Mahardini, Hirdayanti Andina Raissha; Putra, I Nyoman Dita Pahang
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.9296

Abstract

Construction projects face time risks, such as delays causing cost overruns, and cost risks, including cash flow bottlenecks hindering funding. Effective cash flow management is critical to ensure project profitability and success, measured through both physical and financial aspects. This study compares the optimal profits of projects without a down payment and with a 20% down payment, under float utilization rates of 0%, 25%, 50%, 75%, and 100%. Using Microsoft Project 2021 and the Precedence Diagram Method (PDM), critical path and float durations were analyzed to assess financial feasibility with Net Present Value (NPV), Benefit-Cost Ratio (BCR), and Return on Investment (ROI). Results show the most optimal cash flow without a down payment occurs at 50% float utilization, yielding an NPV of IDR 2,121,722,719, a BCR of 1.0698, and an ROI of 6.98%. For a 20% down payment, optimal results occur at 25% float utilization, with an NPV of IDR 1,998,159,242, a BCR of 1.0568, and an ROI of 5.68%. These findings emphasize the importance of strategic cash flow planning to optimize financial performance in construction projects.
Perbandingan Produktivitas Excavator dan Dump Truk Sebelum dan Setelah Hujan Anggraeny, Anggi Dwi; Muzdhalifa, Rencany Maura; Putra, I Nyoman Dita Pahang; Velantika, Griselda Junianda
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.846

Abstract

The construction project of the JLS Lot 3 Pantai Serang - Sumbersih is a concrete example of the government's efforts to enhance connectivity and infrastructure development in Indonesia. Heavy equipment such as excavators and dump trucks play a crucial role in enhancing efficiency and productivity in this project. Infrastructure development projects often encounter obstacles such as delays and high operational costs. Rain is one of the causes of those obstacles. One way to get a clear picture of the impact of rain is to conduct a comparative analysis of heavy equipment productivity before and after the rain. Evaluation of the decrease in productivity is necessary so that mitigation measures can be taken to minimize its impact on the project. This study aims to analyze and compare the productivity of excavators and dump trucks under conditions before and after rain on the JLS Lot 3 project. This study uses a quantitative method by analyzing primary data obtained through observation of the cycle time of excavators and dump trucks before and after rain in the field. The excavator's productivity before the rain was higher, at 1506.27 m3/day, compared to after the rain, at 854.33 m3/day. The productivity of the dump truck before the rain was also higher, at 259.60 m3/day, compared to after the rain, at 138.67 m3/day. The cause of the difference in productivity between the excavator and dump truck before and after the rain is the muddy and waterlogged field conditions, which lead to changes in the excavator's digging speed, per-cycle production, and the dump truck's rate while moving from the excavation site to the disposal site.
Kepadatan Tanah Timbunan Menggunakan Metode Sand cone Pada Proyek Pembangunan Jalan Lintas Selatan (JLS) Lot 2 Bululawang – Sidomulyo – Tambakrejo Mahajana, Adam Niestera; Salim, Abdurrosid; Putra, I Nyoman Dita Pahang
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.849

Abstract

The construction of roads plays a crucial role in supporting public mobility and economic growth. The development of the South Java Road (JLS) is one of the initiatives designed to enhance connectivity in the southern region of Java Island. On the Bululawang – Sidomulyo – Tambakrejo segment, the quality of road construction work is a top priority to ensure safety, durability, and transportation efficiency. The development of JLS is strongly aligned with the Sustainable Development Goals (SDGs), particularly Goal 17, Partnerships for the Goals, involving various parties in ensuring the success of the project. The embankment soil work is a critical aspect, as the compaction of embankment soil directly influences the stability and load-bearing capacity of the road structure. The research methodology started with a literature review, followed by secondary data collection, field observations, and compaction testing using quartz sand and a Speedy Moisture Tester to verify moisture content. The results of the sand cone test at STA 11+725 R, STA 11+750 L, and STA 11+775 R indicate that all points met the minimum compaction criterion of 95%, with field compaction ranging from 97.46% to 98.24% of the maximum dry density (MDD). Although the moisture content at STA 11+725 R was slightly outside the acceptable range, the other points met the allowable moisture content criteria. The testing was conducted in accordance with SNI 03-2828-1992 and SNI 1742-2008, ensuring that the embankment soil compaction quality meets the technical standards.
Analysis of Domestic Component Level (TKDN) and Company Benefit Weight (BMP) in Construction Projects Dwi Lutfil Khakim; I Nyoman Dita Pahang Putra
International Journal of Mechanical, Electrical and Civil Engineering Vol. 1 No. 3 (2024): July : International Journal of Mechanical, Electrical and Civil Engineering
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/ijmecie.v1i3.19

Abstract

In the world of construction projects, good project management is required, including the use of domestic products. The government encourages the use of domestic products through the program to increase the use of domestic production (P3DN). The amount of domestic content in commodities, services, and the combination of products and services can be used to measure the use of domestic products. This quantity is called the Domestic Component Level (TKDN). Company Benefit Weight (BMP) is an award given to industrial companies that invest and produce in Indonesia. This research aims to calculate the amount of TKDN and BMP for the Muhammadiyah Ahmad Dahlan Kediri Hospital construction project. With reference to the Ministry of Industry of the Republic of Indonesia's Regulation No. 16 of 2011 regarding Provisions and Procedures for Calculating Domestic Component Levels, the research employs a descriptive quantitative methodology to compute and analyze Domestic Content Levels (TKDN). The results of analytical calculations show that the TKDN percentage is 69.65% and the BMP percentage is 3%. This research concluded that the total TKDN and BMP was 72.65%, thus meeting the minimum limit for the sum of TKDN and BMP of 40%.
Comparison Of The S Curve With The CPM Method In Analyzing Project Scheduling Alfonsus Fung Abimanyu Wicaksono; I Nyoman Dita Pahang Putra
International Journal of Industrial Innovation and Mechanical Engineering Vol. 1 No. 3 (2024): August: International Journal of Industrial Innovation and Mechanical Engineeri
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/ijiime.v1i2.18

Abstract

Project management is managing projects by considering all aspects of construction projects. A project must run according to plan and can be completed on time, so planning is needed before a project runs; scheduling must be considered. Scheduling is an important step in determining the exact duration and sequence for each activity in the project to create a logically structured schedule that can be implemented realistically. Many methods can be applied in project scheduling, such as S Curve and CPM (Critical Path Method). The use of different scheduling methods is considered to affect the final result of scheduling. Therefore, it is necessary to analyze the two methods. The analysis was carried out by comparing the critical trajectory, duration, and cost of structural work on the Kediri Regency Stadium Design and Build Project produced by the two methods so that it can be concluded which method is more efficient. The results showed differences in critical trajectories in the S curve and the CPM methods. In addition, the difference in duration is obtained; the S curve method requires a work duration of 140 days with a cost of Rp 48,041,965,577.96. Meanwhile, the CPM method requires a work duration of 131 days at a cost of Rp 47,535,997,308.05. Based on the results, the CPM method is superior in terms of time and cost.
Analysis Of Labor Qualifications Using The Resource Leveling Method On The Main Structure Work Of Multi-Story Buildings Amelia Indah Faradilla; I Nyoman Dita Pahang Putra
International Journal of Mechanical, Industrial and Control Systems Engineering Vol. 1 No. 2 (2024): June: IJMICSE: International Journal of Mechanical, Industrial and Control Syst
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/ijmicse.v1i2.21

Abstract

Construction projects are related to infrastructure development in Indonesia, which is an important foundation for economic growth by supporting mobility, trade, and connectivity between regions. Infrastructure development also supports the utilization of labor resources in Indonesia. This research aims to analyze the availability of labor in a construction project. The Resource Leveling method is used to level the labor needs in the project. The results showed that there was an allocation of labor that exceeded the maximum daily availability before equalization. The initial allocation based on qualifications showed that the maximum number of workers consisted of 2 foremen, 1 head carpenter, 1 head ironworker, 1 head mason, 5 carpenters, 5 ironworkers, 1 mason, and 13 workers. After equalizing the workforce, the maximum number of workers required is 1 foreman, 1 head carpenter, 1 head ironworker, 1 head mason, 4 carpenters, 4 ironworkers, 1 mason, and 13 workers. This research emphasizes the importance of workforce equalization to avoid over-allocation and ensure efficiency in construction projects.
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