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Pemilihan Alternatif Metode Kerja dengan Menentukan Urutan Prioritas Kriteria Fungsi pada Pekerjaan Struktur Yuni, Ni Kadek Sri Ebtha; Suardika, Nyoman
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 18 No 2 (2019): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (94.023 KB) | DOI: 10.26874/jt.vol18no2.118

Abstract

Permasalahan proyek konstruksi yang sering terjadi adalah pembengkakan biaya (cost overrun), waktu pelaksanaan terlambat, dan mutu pekerjaan tidak sesuai dengan spesifikasi teknis yang berujung terjadinya pekerjaan ulang (rework). Hal tersebut disebabkan oleh beberapa faktor seperti : human error, jumlah tenaga kerja kurang, perubahan disain, keterbatasan material dan alat, metode kerja konstruksi yang tidak tepat. Kinerja proyek dipengaruhi oleh penggunaan Sumber Daya dalam proyek, yang lebih dikenal dengan lima sarana manajemen konstuksi (5M) yaitu biaya (money), tenaga kerja (man power), material (material), metode kerja (method), dan alat (machine). Penggunaaan metode kerja alternatif bisa diterapkan di berbagai proyek, seperti proyek gedung yang memiliki skala kecil, menengah hingga skala yang besar. Penelitian ini dilakukan dengan observasi langsung pada bangunan Hotel Blok A,B. Dari empat alternatif yang dibuat, berdasarkan hasil analisis dengan metode zero-one dipilih alternatif 2 sebagai alternatif terbaik berdasarkan kriteria penghematan biaya, mutu, waktu pelaksanaan, dan kemudahan pelaksanaan.
Evaluasi Kinerja Proyek Peningkatan Jaringan Irigasi Tukad Petanu Berdasarkan Earned Value Analysis Yuliana, Ni Putu Indah; Ni Kadek Sri Ebtha Yuni
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 20 No 1 (2021): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26874/jt.vol20no1.147

Abstract

The achievements review of Tukad Petanu irrigation network improvement project still uses traditional cost management concept so that the evaluation based on value analysis needs to be done. The purpose of the research’s is to analyze project’s cost and time performance based on earned value analysis. This research uses quantitative descriptive with earned value analysis. Based on analysis, from 1st to 8th month the value of Budgeted Cost Work Performance (BCWP) is above Budgeted Cost Work Schedule (BCWS) and ends at the same point in 9th month so it categorized run faster 6,52% of planned time and ends according to planned time. The Actual Cost Work Performance (ACWP) value is below the BCWP so the actual costs are less than planned costs, which is 21.14% of planned costs. Analysis of cost and time variance based on cumulative have a positive value (+), shows the work is run faster than planned and the costs are smaller than the budget. The cumulative cost and time performance index have an average Cost Performance Index (CPI) of 1.21 and an average Schedule Performance Index (SPI) of 1.02 so the project runs faster than planned time and costs are smaller than planned budget.
Analisis Risiko Keselamatan dan Kesehatan Kerja Konstruksi Bangunan Gedung dengan Tahap HIRADC Yuni, Ni Kadek Sri Ebtha; I Nyoman Suardika; I Wayan Sudiasa
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 20 No 1 (2021): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26874/jt.vol20no1.190

Abstract

One of the risks that occur in construction projects comes from aspects of occupational safety and health. Therefore, it is necessary to identify the risks that may occur and determine controls so that these risks can be minimized. The research was conducted on building construction projects on structural and architectural works. From the research there are 36 risks the level of priority 1 that causes the impact of death and permanent injury, priority level 2 as many as 20 risks that fall into the medium category, and priority level 3 as much as 26 risks that fall into the low and mild category. The main priority sequence of work that must be controlled is basement walls and floor plates, roof, wall, structural columns, reinforced concrete structures for foundations and floors, railing work, swimming pool structures, ceiling work, and door window. These risks are controlled by engineering technique with methods, regulating electric lines, working in good lighting, conducting periodic checks on electrical installations and tools, by providing warning signs, using work shoes, helmets, gloves, safety belt, work shoes.
EFISIENSI BIAYA PROYEK MELALUI PERUBAHAN DISAIN PADA PEKERJAAN FINISHING KAYU Ni Kadek Sri Ebtha Yuni
Jurnal Ilmiah Poli Rekayasa Vol 16, No 2 (2021)
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (433.417 KB) | DOI: 10.30630/jipr.16.2.207

Abstract

Project cost efficiency can be done in things such as value engineering. The value engineering process can be carried out at the conceptual, planning and implementation stages of the project. Design changes also have an impact that affects the performance of construction implementation. Currently wood material is still widely used for finishing work, such as the roof of a pergola, room dividing walls, or just as a glass clamp. This research uses quantitative descriptive analysis, which begins by calculating the volume of work, determining the coefficient of wood material, compiling a unit price analysis, calculating the budget for existing designs and changing designs, making comparisons between the two designs. The unit price of the existing design for a room dividing work with 30x50 mm wood including a frame with 50x70 mm wood is IDR 2,597,451 per m2. For roof work, timber lattice pergola with 40x60 mm wood is Rp. 848,726 per m2, and grilling work for lattice with 40x60 mm wood is Rp. 777,070 per m2. The total budget for the existing design is Rp. 335,303,754.84. The total cost budget with the design change is IDR 289,335,447.58. The cost efficiency between the existing design and design changes is IDR 45,968,307 or 15.90%
ANALISIS PENGARUH MANAJEMEN MATERIAL TERHADAP KUALITAS KINERJAPELAKSANAAN PROYEK KONSTRUKSI GEDUNG DI KOTA DENPASAR Putu Eny Suhardiyani; I Putu Widyarsana; Ni Kadek Sri Ebtha Yuni
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 10 No 1 (2022): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v10i1.1540

Abstract

A construction project is an activity to achieve results in the form of infrastructure. Therefore, good resource management is needed so that the project is cost effective, on time and meets the specified quality. With good control on material management, contractors will benefit from the effective use of materials. This study aims to determine the effect of material management on the performance quality of building construction projects in Denpasar City. This research method was carried out quantitatively and qualitatively. Data analysis using Multiple Linear Regression Analysis with the help of SPSS 19.0 application. Based on the results of the analysis in this study partially, material procurement planning is in accordance with specifications, material purchases are in accordance with the planning, material delivery according to specifications and installation schedules, material storage and security, material use in accordance with material characteristics, and material control by the logistics department has an effect on performance quality of construction project implementation. While testing the coefficient of determination shows that all independent variables in this study have significant effect on the quality of performance construction project implementation by 83.2% (R = 0.832), and the remaining 16.8% is influenced by other factors not included in this study.
Pemilihan Alternatif Metode Kerja dengan Menentukan Urutan Prioritas Kriteria Fungsi pada Pekerjaan Struktur Ni Kadek Sri Ebtha Yuni; Nyoman Suardika
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 18 No 2 (2019): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26874/jt.vol18no2.118

Abstract

Permasalahan proyek konstruksi yang sering terjadi adalah pembengkakan biaya (cost overrun), waktu pelaksanaan terlambat, dan mutu pekerjaan tidak sesuai dengan spesifikasi teknis yang berujung terjadinya pekerjaan ulang (rework). Hal tersebut disebabkan oleh beberapa faktor seperti : human error, jumlah tenaga kerja kurang, perubahan disain, keterbatasan material dan alat, metode kerja konstruksi yang tidak tepat. Kinerja proyek dipengaruhi oleh penggunaan Sumber Daya dalam proyek, yang lebih dikenal dengan lima sarana manajemen konstuksi (5M) yaitu biaya (money), tenaga kerja (man power), material (material), metode kerja (method), dan alat (machine). Penggunaaan metode kerja alternatif bisa diterapkan di berbagai proyek, seperti proyek gedung yang memiliki skala kecil, menengah hingga skala yang besar. Penelitian ini dilakukan dengan observasi langsung pada bangunan Hotel Blok A,B. Dari empat alternatif yang dibuat, berdasarkan hasil analisis dengan metode zero-one dipilih alternatif 2 sebagai alternatif terbaik berdasarkan kriteria penghematan biaya, mutu, waktu pelaksanaan, dan kemudahan pelaksanaan.
Evaluasi Kinerja Proyek Peningkatan Jaringan Irigasi Tukad Petanu Berdasarkan Earned Value Analysis Ni Putu Indah Yuliana; Ni Kadek Sri Ebtha Yuni
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 20 No 1 (2021): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26874/jt.vol20no1.147

Abstract

The achievements review of Tukad Petanu irrigation network improvement project still uses traditional cost management concept so that the evaluation based on value analysis needs to be done. The purpose of the research’s is to analyze project’s cost and time performance based on earned value analysis. This research uses quantitative descriptive with earned value analysis. Based on analysis, from 1st to 8th month the value of Budgeted Cost Work Performance (BCWP) is above Budgeted Cost Work Schedule (BCWS) and ends at the same point in 9th month so it categorized run faster 6,52% of planned time and ends according to planned time. The Actual Cost Work Performance (ACWP) value is below the BCWP so the actual costs are less than planned costs, which is 21.14% of planned costs. Analysis of cost and time variance based on cumulative have a positive value (+), shows the work is run faster than planned and the costs are smaller than the budget. The cumulative cost and time performance index have an average Cost Performance Index (CPI) of 1.21 and an average Schedule Performance Index (SPI) of 1.02 so the project runs faster than planned time and costs are smaller than planned budget.
Analisis Risiko Keselamatan dan Kesehatan Kerja Konstruksi Bangunan Gedung dengan Tahap HIRADC Ni Kadek Sri Ebtha Yuni; I Nyoman Suardika; I Wayan Sudiasa
Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik Vol 20 No 1 (2021): Jurnal Teknik - Media Pengembangan Ilmu dan Aplikasi Teknik
Publisher : Fakultas Teknik - Universitas Jenderal Achmad Yani

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26874/jt.vol20no1.190

Abstract

One of the risks that occur in construction projects comes from aspects of occupational safety and health. Therefore, it is necessary to identify the risks that may occur and determine controls so that these risks can be minimized. The research was conducted on building construction projects on structural and architectural works. From the research there are 36 risks the level of priority 1 that causes the impact of death and permanent injury, priority level 2 as many as 20 risks that fall into the medium category, and priority level 3 as much as 26 risks that fall into the low and mild category. The main priority sequence of work that must be controlled is basement walls and floor plates, roof, wall, structural columns, reinforced concrete structures for foundations and floors, railing work, swimming pool structures, ceiling work, and door window. These risks are controlled by engineering technique with methods, regulating electric lines, working in good lighting, conducting periodic checks on electrical installations and tools, by providing warning signs, using work shoes, helmets, gloves, safety belt, work shoes.
Perencanaan Anggaran Biaya Pekerjaan Kayu Style Bali Berdasarkan Analisa Harga Satuan Lapangan Ni Kadek Sri Ebtha Yuni; I Nyoman Suardika
Potensi: Jurnal Sipil Politeknik Vol. 23 No. 1 (2021): Potensi: Jurnal Sipil Politeknik
Publisher : Department of Civil Engineering, Politeknik Negeri Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (482.27 KB) | DOI: 10.35313/potensi.v23i1.2539

Abstract

Kekhasan pekerjaan kayu style Bali berdampak pada tidak ada standar Analisa Harga Satuan pada SNI atau PU, sehingga diperlukan adanya analisis harga satuan pekerjaan khususnya untuk pekerjaan kayu style Bali. Penelitian ini dilakukan pada pengrajin di Kabupaten Gianyar. Dalam menyusun RAB dengan 3 alternatif yaitu kombinasi saka, lambang dan pintu style Bali dan melakukan wawancara untuk memperoleh data identifikasi faktor yang mempengaruhi harga pekerjaan kayu style Bali. Pekerjaan yang ditinjau adalah (1) saka ukir, (2) saka polos, (3) lambang gembol, (4) lambang sari, (5) lambang polos, (6) pintu ukir. Berdasarkan hasil analisis diperoleh Harga pekerjaan saka ukir dengan panjang 3 m adalah Rp 4.815.046/ unit dan saka polos Rp 3.288.025/ unit. Harga lambang gambol per m adalah Rp 3.944.438/ m’, Lambang sari Rp 2.500.688/ m’ dan lambang polos Rp 1.554.813/ m’. Harga pintu kayu ukir ukuran 800 x 2000 mm Rp 29.002.400/ unit. Adapun spesifikasi dari harga di atas adalah menggunakan material kayu jati kualitas I, finishing politur. Biaya Overhead & Profit 5 % diasumsikan sama dengan analisa pada SNI yaitu 5%. Dari 3 alternatif yang ditentukan diperoleh RAB alternatif 1 Rp 94,806,962, alternatif 2 Rp 60,501,304, alternatif 3 Rp Rp 77,770,712.
Analisa waste material besi dalam upaya pengendalian sisa material konstruksi Ni Kadek Sri Ebtha Yuni; Ni Putu Indah Yuliana; I Komang Sudiarta
Jurnal Teknik Sipil Terapan Vol 5 No 1 (2023): E-ISSN: 2714-7843
Publisher : Politeknik Negeri Manado

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47600/jtst.v5i1.561

Abstract

Setiap proyek konstruksi akan selalu memunculkan dampak yang positif dan negatif, satu dampak negatif yang muncul akibat pembangunan adalah munculnya sisa material konstruksi atau yang disebut dengan construction Waste yang dapat memicu permasalahan baru. Terjadinya Waste ini tidak dapat dibiarkan begitu saja karena dapat mengganggu proses pelaksanaan pembangunan secara keseluruhan dan merugikan bagi pemilik atau kontraktor sendiri. Hal ini akan memakan banyak tempat di dalam area proyek yang terbatas, sehingga perlu dilakukan penanganan yang serius, yang sudah tentu hal ini akan semakin menambah biaya proyek secara keseluruhan. Penelitian dilakukan pada salah satu pembangunan gedung Hotel di Bali, pada tahap pekerjaan struktur. Adapun skup pekerjaan yang dikerjakan adalah Basement 1 dan 2, lantai ground, Mezanine, Lantai 2 dan 3. Penelitian ini menggunakan analisis kuantitatif yaitu menghitung volume material besi berdasarkan gambar shop drawing dan berdasarkan kebutuhan lapangan. Secara singkat penelitian ini diawali dengan mengumpulkan data sekunder, melakukan perhitungan kebutuhan material besi berdasarkan shop drawing, menghitung kebutuhan material besi di lapangan, kemudian menentukan waste besi berdasarkan selisih antara kebutuhan gambar dengan yang terpasang di lapangan. Pada penelitian ini diameter besi yang digunakan adalah D25, D22, D19, D16, D13, D10, dan f8. Total kebutuhan besi yang dihitung sesuai gambar shop drawing adalah 1.621.214 kg, dan kebutuhan besi sesuai yang terpasang di lapangan adalah 1.714.052 kg. Adapun rincian waste besi berdasarkan jenis pekerjaanya adalah pile cap waste 7,0%, Sloof waste 6,5%, kolom waste 5,0%, balok waste 7,0%, plat lantai waste 6,0%. Sehingga rata-rata waste besi adalah 6,3%.