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ANALISIS COST OVERRUNS PADA PROYEK X Mathew, Kevin; Waty, Mega
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 3, Agustus 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i3.30774

Abstract

Industri konstruksi merupakan salah satu sektor penting dalam perekonomian suatu negara. Sektor ini berperan dalam pembangunan infrastruktur, sarana dan prasarana, serta berbagai fasilitas umum lainnya. Dalam pelaksanaannya, proyek konstruksi sering kali mengalami pembengkakan biaya (cost overrun). Cost overrun adalah perbedaan antara biaya aktual yang dikeluarkan dalam pelaksanaan proyek dengan biaya yang telah direncanakan sebelumnya. Cost overrun merupakan hal dapat yang terjadi pada proyek konstruksi di seluruh dunia dan hal ini menyebabkan kerugian ekonomi. Dengan kata lain, pembengkakan biaya telah menjadi tantangan dalam mencapai keberhasilan konstruksi proyek. Penelitian ini merupakan studi kasus dari proyek Gedung sekolah dan gedung mess, dengan menggunakan metode wawancara dan perbandingan data RAP dan RAB. Dengan membandingkan RAB dan RAP dapat mengetahui jenis pekerjaan apa saja yang terjadi cost overrun dan menggunakan metode wawancara dapat diketahui faktor faktor apa saja yang menjadi penyebab utama cost overrun pada jenis pekerjaan tersebut. Hasil penelitian ini diharapkan memberi kesadaran tentang cost overrun pada proyek sehingga dapat meminimalisir terjadinya cost overrun.
PENYEBAB SISA MATERIAL PADA PROYEK PEMBANGUNAN RUMAH TINGGAL X DI SERANG Prameswara, Caesar Dasha; Waty, Mega
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 3, Agustus 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i3.30776

Abstract

Material sisa merupakan salah satu aspek penting dalam manajemen proyek konstruksi yang sering terabaikan. Penelitian ini bertujuan untuk menghitung dan menganalisis material sisa pada proyek rumah tinggal X di Serang guna memahami penyebab permasalahan yang ada. Metode penelitian yang digunakan melibatkan pemanfaatan Excel untuk menghitung nilai material sisa, diagram Pareto untuk mengidentifikasi biaya material sisa dari yang terbesar hingga terkecil, serta untuk mengidentifikasi langkah preventif atau solusi dan penyebab dalam upaya meminimalisir nilai material sisa. Hasil penelitian ini diharapkan dapat memberikan pemahaman yang lebih mendalam tentang masalah material sisa pada proyek konstruksi dan memberikan wawasan bagi praktisi untuk meningkatkan efisiensi dan mengurangi pemborosan dalam pengelolaan material konstruksi. Berdasarkan hasil penelitian yang telah dilakukan, volume material sisa terbesar adalah lisplang GRC sebesar 50% dan biaya material sisa terbesar adalah cat sebesar Rp. 1.802.823.
The Effect of Value Co-Creation, and Corporate Image on Building Customer Loyalty Toward Apartment Contractor Setijanto, Augustinus; Hardjomuljadi, Sarwono; Waty, Mega
IJEBD (International Journal of Entrepreneurship and Business Development) Vol 7 No 6 (2024): November 2024
Publisher : LPPM of NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijebd.v7i6.3004

Abstract

The purpose of this study is to create strategy for apartment contractors to build loyalty of apartment developer by examine customer satisfaction as mediator between corporate image, vccreation with customer loyalty in the Indonesia apartment construction industry. Current study is conducted in the apartment construction industry in Indonesia. The population for this study is apartments developer in Indonesia. To accomplish main purpose, the data were collected from project managers of apartment developer firms in Indonesia. Online questionnaires were distributed and total of 316 respondents’ data were collected and analysed. Respondent data was processed using SmartPLS for hypothesis testing. The results shows that customer loyalty significantly influenced by their satisfaction, corporate image, and vccreation. The result also reveals that customer satisfaction mediate the relationship between corporate image, vccreation and with customer loyalty. Furthermore, the research results also found that corporate image, vccreation and positively influence satisfaction.
LOSS ANALYSIS OF ROAD CONSTRUCTION PROJECTS IN DKI JAKARTA DUE TO WASTE MATERIALS Simbolon, Joas BM Tua; Waty, Mega
Jurnal Infrastruktur Vol 10 No 2 (2024): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v10i2.6016

Abstract

As an area develops, developments in all areas of construction become increasingly widespread, including the construction/improvement of road construction. In the implementation of construction projects, problems often occur, one of which is that there is still a lot of remaining material that is wasted and will cause waste (Lestari, 2022). This research aims to identify and categorize the types of materials that cause waste in road construction, as well as evaluate the percentage, causes and impact of waste on project losses. Quantitative methods are used to obtain the percentage of waste on projects using data on material type, installation volume, purchase volume and total material costs. Then the data is processed using multiple regression analysis which will be simulated in SPSS. The analysis results indicate that the types of materials most frequently contributing to waste in rigid pavement road construction/improvement projects are as follows: X1 ready-mix concrete 10.99%, X2 wiremesh iron 6.73%, X3 dowel iron 11.81%, and X4 plastic 5.11%. The sources causing the generation of waste materials include design, implementation, material procurement/handling, and residuals. Assessing the impact of waste materials on losses in road construction projects using SPSS multiple linear regression, the project loss variable is derived as Y = -711.522 + 0.749 X1 + 60.096 X3. This implies that the materials significantly affecting project losses are X1 ready-mix concrete and X3 dowel iron. The magnitude of the influence of independent variables (ready-mix concrete and dowel iron) on project losses is 58.80%. The results of this research have implications in preventing losses from road construction projects in DKI Jakarta.
PENGHEMATAN BIAYA PEMBANGUNAN GEDUNG DIPO CENTER DENGAN MUTU BETON BERBEDA Laurensius, Evan Suryana; Waty, Mega
JMTS: Jurnal Mitra Teknik Sipil Volume 8, Nomor 1, Februari 2025
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v8i1.32635

Abstract

The construction of buildings generally uses reinforced concrete, concrete has varying strengths from fc'35, fc' 45, etc. The compressive strength of concrete also has varying prices, the higher the quality, the more expensive it is. Before carrying out construction, it is important to calculate the RAB because with the RAB we can find out the budget that will be spent and which construction method is more effective. This study conducted using a comparative analysis method where the author compared the price of casting using high quality concrete with different concrete qualities, the resulting price will be a comparative material for casting with high quality concrete or casting with different qualities that are more effective. This study conducted to determine how much cost efficiency can be obtained by using different concrete qualities. The cost efficiency obtained by using different concrete qualities is ±9.82%. if construction uses different concrete qualities. It found that casting with high concrete quality is Rp. 21,989,341,942.77. If the casting uses different concrete quality, the price obtained is Rp19,829,336,609.91, then the cost savings obtained are Rp2,160,005,332.86. The results of the project analysis will be more efficient with the use of different concrete quality resulting in a cheaper price. Abstrak Pembangunan gedung umum menggunakan beton bertulang, beton memiliki kekuatan yang beragam dari fc’35, fc’ 45, dll. Kuat tekan beton juga memiliki harga yang bervariasi semakin tinggi mutu nya semakin mahal harga nya. Sebelum melakukan pembangunan sangatlah penting untuk melakukan perhitungan RAB karena dengan ada nya RAB kita dapat mengetahui anggaran biaya yang akan di keluarkan dan metode pembangunan mana yang lebih efektif. Penelitian ini di lakukan dengan menggunakan metode analisis komparatif di mana penulis melakukan perbandingan harga pengecoran dengan menggunakan mutu beton tinggi dengan mutu beton berbeda harga yang di hasilkan akan menjadi bahan perbandingan pengecoran dengan beton mutu tinggi atau pengecoran dengan mutu berbeda yang lebih efektif. Penelitian ini di lakukan untuk mengetahui seberapa besar efesiensi biaya yang dapat di peroleh dengan penggunaan mutu beton berbeda. Efesiensi biaya yang didapatkan dengan menggunakan mutu beton berbeda sebesar ±9,82%.bila pembangunan menggunakan mutu beton berbeda. Didapatkan bahwa pengecoran dengan mutu beton tinggi adalah Rp 21.989.341.942,77. Jika pengecoran menggunakan mutu beton berbeda maka didapatkan harga sebesar Rp 19.829.336.609,91, maka penghematan biaya yang di dapatkan sebesar Rp2.160.005.332,86. Hasil analisis proyek akan lebih hemat dengan penggunaan mutu beton yang berbeda menghasilkan harga yang lebih murah.
Evaluasi Implementasi Program Berbasis Pemangku Kepentingan Di IKN: Pendekatan PLS-SEM Multigrup Di Seluruh Jenis Infrastruktur: Stakeholder-Based Evaluation Of Program Implementation In IKN: A Multigroup PLS-SEM Approach Across Infrastructure Types Dewi, Rafama; Soemardi, Biemo W.; Waty, Mega
Media Ilmiah Teknik Sipil Vol. 13 No. 2 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The implementation of program management in megaprojects often encounters a gap between strategic planning and field execution. This study evaluates stakeholder perceptions regarding the effectiveness of program implementation and project performance in Indonesia’s Nusantara Capital City (IKN). A quantitative survey was conducted with 200 respondents divided into two infrastructure typologies: Horizontal (roads, area development, water resources) and Vertical (high-rise and low-rise buildings). A 6-point Likert scale questionnaire measured six variables: benefit tracking (X1), resource allocation (X2), coordination (X3), risk management (X4), program implementation (M1), and project performance (Y1). The data were analyzed using Partial Least Squares Structural Equation Modeling (PLS-SEM) and multigroup analysis. In Horizontal projects, coordination emerged as the dominant factor (X3→M1 = 0.546; p = 0.000), with program implementation significantly affecting project performance (M1→Y1 = 0.413; p = 0.000). In Vertical projects, risk management was key (X4→M1 = 0.302; X4→Y1 = 0.412; p = 0.000). The strongest indirect effect was found in the coordination-to-performance path through program implementation (0.259; p = 0.000). R² values indicate strong predictive power for program implementation (Horizontal = 0.617; Vertical = 0.660) and project performance (Horizontal = 0.680; Vertical = 0.597). These findings highlight the importance of context-specific program governance strategies.
STUDI PERBANDINGAN BIAYA-MANFAAT RETROFITTING STRUKTUR BANGUNAN EKSISTING BERDASARKAN TIER 1 ANALYSIS ASCE 41-17 Hartman, Gilbert; Anondho, Basuki; Waty, Mega; Thedja, Julian
JMTS: Jurnal Mitra Teknik Sipil Volume 8, Nomor 3, Agustus 2025
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v8i3.34115

Abstract

A significant proportion of existing buildings in Indonesia were constructed prior to the adoption of modern seismic design standards, resulting in a high level of vulnerability to earthquakes. This poses a serious threat to occupant safety and the continuity of building functionality during seismic events. This study aims to evaluate retrofitting strategies using the ASCE 41-17 approach to enhance the seismic resilience of existing structures. A total of eight buildings in the Jakarta area were analyzed using the Tier 1 checklist to identify structural vulnerabilities. Based on field inspections, retrofit methods such as the addition of structural elements, column jacketing, expansion joints, and detailed structural surveys were proposed. Cost estimates were prepared through a Bill of Quantities (BOQ) and evaluated using a Benefit-Cost Analysis approach. The results indicate that most retrofit methods yield benefit-cost ratios significantly greater than 1, suggesting that the benefits of improved seismic performance outweigh the associated costs. This study provides practical and effective retrofit recommendations, which can serve as a reference for policymakers, building owners, and civil engineering practitioners in planning structural strengthening of existing buildings in earthquake-prone areas. Abstrak Sebagian besar bangunan eksisting di Indonesia dibangun sebelum adopsi standar desain seismik yang mutakhir, sehingga memiliki tingkat kerentanan tinggi terhadap gempa bumi. Kondisi ini menjadi ancaman serius bagi keselamatan penghuni dan keberlanjutan fungsi bangunan saat bencana terjadi. Penelitian ini bertujuan mengevaluasi strategi retrofitting menggunakan pendekatan ASCE 41-17 untuk meningkatkan ketahanan seismik bangunan eksisting. Sebanyak 8 bangunan di wilayah Jakarta dianalisis menggunakan checklist Tier 1 untuk mengidentifikasi kerentanan struktural. Berdasarkan hasil inspeksi lapangan, ditentukan metode retrofit seperti penambahan elemen struktur, jacketing, sambungan dilatasi, dan survei detail struktur. Estimasi biaya disusun melalui Rencana Anggaran Biaya (RAB) dan dianalisis menggunakan pendekatan Analisis Biaya-Manfaat. Hasil menunjukkan sebagian besar metode retrofit memiliki nilai signifikan di atas 1, menandakan bahwa manfaat yang diperoleh dari peningkatan ketahanan terhadap gempa melebihi biaya yang diperlukan. Penelitian ini memberikan rekomendasi solusi retrofit yang layak dan efektif, serta dapat dijadikan acuan bagi pemangku kebijakan, pemilik bangunan, maupun praktisi teknik sipil dalam merencanakan penguatan struktur bangunan eksisting di wilayah rawan gempa.
ANALISIS PENYEBAB PEMBENGKAKAN BIAYA PADA PROYEK KONSTRUKSI RUMAH TINGGAL X Bataric, Rosani Surya; Waty, Mega
JMTS: Jurnal Mitra Teknik Sipil Volume 8, Nomor 3, Agustus 2025
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v8i3.34180

Abstract

One of the important construction subsectors to fulfill people's basic needs is housing development. However, cost overrun or project cost escalation is one of the difficulties that projects often face during implementation. This research aims to identify and analyze the factors that cause cost overruns in residential construction projects, especially from the point of view of the parties directly involved in the construction process, for example project managers, site engineers, and quantity surveyors. Data was collected through the distribution of questionnaires in the form of Google Forms with a Likert scale ranging from 1-5. With the help of SPSS software, the collected data was processed through validity and reliability tests. Furthermore, the Relative Importance Index (RII) approach was used to analyze the data and identify the main factors causing cost overruns in the X residential construction project. Factors affecting cost overruns in X residential construction project can be ranked using 19 variables that passed the validity and reliability tests out of 22 collected variables. As a result of this study, the main cause of cost overruns in X residential projects is Inaccurate Material and Wage Cost Estimates with an RII value of 0.82. Abstrak Salah satu subsektor konstruksi yang penting untuk memenuhi kebutuhan dasar masyarakat adalah pengembangan perumahan. Namun, pembengkakan biaya atau eskalasi biaya proyek adalah salah satu kesulitan yang sering dihadapi proyek selama pelaksanaan. Penelitian ini bertujuan untuk mengidentifikasi dan menganalisis faktor-faktor penyebab pembengkakan biaya (cost overrun) pada proyek pembangunan rumah tinggal, khususnya dari sudut pandang para pihak yang terlibat langsung dalam proses konstruksi contohnya project manager, site engineer, dan quantity surveyor. Pengumpulan data melalui penyebaran kuesioner dalam bentuk Google Form dengan skala Likert yang berkisar 1-5. Dengan bantuan perangkat lunak SPSS, data yang telah dikumpulkan diproses melalui uji validitas dan reliabilitas. Selanjutnya, pendekatan Relative Importance Index (RII) digunakan untuk menganalisis data dan mengidentifikasi faktor-faktor utama penyebab kelebihan biaya dalam proyek pembangunan rumah tinggal X. Faktor-faktor yang mempengaruhi pembengkakan biaya dalam proyek konstruksi rumah tinggal X dapat diberi peringkat menggunakan 19 variabel yang lulus uji validitas dan reliabilitas dari 22 variabel yang dikumpulkan. Hasil dari penelitian ini, penyebab utama pembengkakan biaya dalam proyek rumah tinggal X adalah Estimasi Biaya Material dan Upah yang Tidak Akurat dengan nilai RII sebesar 0,82.
Analisis Tantangan Dan Pengelolaan Risiko Proyek Pembangunan Ibu Kota Nusantara Dengan Pendekatan Kualitatif: Analysis Of Challenges And Risk Management Of The Archipelago Capital City Development Project With A Qualitative Approach Dewi, Rafama; Soemardi, Biemo Woerjanto; Waty, Mega
Media Ilmiah Teknik Sipil Vol. 13 No. 1 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v13i1.8660

Abstract

The Nusantara Capital City (IKN) development project is one of the strategic megaprojects in Indonesia with the aim of moving the center of government to East Kalimantan. The megaproject faces a number of significant challenges, including delays in physical progress, budget constraints, constraints in land acquisition, and complex technical risks. This study aims to analyze the challenges and risk mitigation strategies implemented in the IKN project through a qualitative approach based on progress reports until September 2024. With thematic analysis using the NVivo tool, three main themes in risk mitigation were found, namely flexible financial management, the use of Building Information Modeling (BIM) technology, and a cross-sector collaborative approach. The use of BIM has proven to be effective in detecting design clash detection, which reduces technical risks in the field. In addition, the involvement of local governments and local communities in the land acquisition process accelerates negotiations and reduces the potential for social conflict. The results of this study show that cross-sector collaboration, technology integration, and adaptive budget management play an important role in ensuring the smooth running of large-scale projects. This study is expected to contribute to the development of risk management strategies in Indonesian infrastructure projects.
ANALISIS RISIKO KERJA PROYEK PEMBANGUNAN IT MANDIRI BUMI SLIPI Tri Wizaksono, Bagus; Waty, Mega
JMTS: Jurnal Mitra Teknik Sipil Volume 6, Nomor 4, November 2023
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v6i4.24917

Abstract

Occupational accidents are a problem in Occupational Health and Safety (OHS) activities in a job, especially construction. Accidents that occur can provide losses both in terms of workers and companies. Such as workers who are hit by material that can cause injury so they have to undergo hospitalization and disrupted work time. Things like this can cause losses in terms of time, cost, and performance of a job. This analysis focuses on workers and identifies the factors that cause accidents that are often experienced by workers so that the factors that are most at risk of causing accidents during work activities can be identified. The research will be conducted by direct interviews and distributing questionnaires to workers at the Mandiri Bumi Slipi IT Project. The risk assessment method uses a risk assessment matrix that originates from Standard Operational Procedures for Hazard Identification, Risk Assessment, Determination of Risk Control and Opportunities (SOP/UPM/DJBM-149). The results obtained from processing the risk value data from the formwork, reinforcement and curtain wall work categories belong to the small to medium risk level with the smallest value of 2 and the highest moderate risk level of 6. Abstrak Kecelakaan kerja merupakan suatu permasalahan dalam kegiatan Kesehatan dan keselamatan Kerja (K3) pada suatu pekerjaan terutama konstruksi. Kecelakaan yang terjadi dapat memberikan kerugian baik segi pekerja maupun perusahaan. Seperti pekerja tertimpa material yang dapat mengakibatkan cidera sehingga harus menjalani rawat inap dan waktu bekerja yang terganggu. Hal seperti ini yang dapat menyebabkan kerugian dalam aspek waktu, biaya maupun kinerja suatu pekerjaan. Pada penelitian ini akan diteliti suatu identifikasi risiko K3 serta penilaian risiko K3 pada kegiatan pembangunan Proyek IT Mandiri Bumi Slipi. Analisis ini berfokus pada pekerja serta identifikasi faktor penyebab kecelakaan yang sering dialami para pekerja, sehingga dapat diketahui faktor yang paling berisiko mengakibatkan kecelakaan saat kegiatan bekerja. Penelitian akan dilakukan dengan wawancara secara langsung serta penyebaran kuesioner kepada pekerja di Proyek IT Mandiri Bumi Slipi. Metode penilaian risiko menggunakan matriks penilaian risiko yang bersumber Standar Operasional Prosedur Identifikasi Bahaya, Penilaian Risiko, Penentuan Pengendalian Risiko, dan Peluang (SOP/UPM/DJBM-149). Hasil yang diperoleh dari pengolahan data nilai risiko dari kategori pekerjaan bekisting, pembesian dan curtain wall tergolong dalam tingkat risiko kecil hingga sedang dengan nilai terkecil sebesar 2 dan tingkat risiko sedang tertinggi sebesar 6.