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All Journal Jurnal Spektran Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah Poli Rekayasa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) BANGUN REKAPRIMA Potensi : Jurnal Sipil Politeknik Jurnal Teknik Menara: Jurnal Teknik Sipil Jurnal Teknik Sipil Terapan Jurnal Talenta Sipil
Ni Putu Indah Yuliana
Politeknik Negeri Bali
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

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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.
MANAJEMEN RISIKO TAHAP KONSTRUKSI PEKERJAAN PENINGKATAN JARINGAN IRIGASI DAS (DAERAH ALIRAN SUNGAI) TUKAD SUNGI DI KABUPATEN TABANAN I Nyoman Norken; Kadek Diana Harmayani; Ni Putu Indah Yuliana
JURNAL SPEKTRAN Vol 7 No 1 (2019): Vol. 7, No.1, Januari 2019
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (197.429 KB)

Abstract

RISK MANAGEMENT AT THE CONSTRUCTION STAGE OF IMPROVING THE IRRIGATION NETWORK OF THE SUNGI RIVER WATERSHED AREA IN TABANAN REGENCY ABSTRACT The implementation of irrigation network improvement project in Sungi River Watershed is quite complex because it is related to water regulation system by water user farmer association (subak). In the implementation there are various risks that may affect the cost, quality and timing of the project. The purpose of this study was to identify risks, assess and determine the acceptance of risk, determine the dominant risk and mitigation actions and risk ownership for the dominant risk. The research was conducted in the Irrigation Areas (IA) of Cangi, Bunyuh, and Baru Kedokan with a combination method (quantitative and qualitative descriptive). The data collection was done by distributing questionnaires to respondents directly involved in the project implementation. The number of respondents was 20 people and selected by purposive sampling. The results showed identified risks of 36 risks with 14 risks of previous research outcomes and 22 risks from brainstorming results. The risk assessment and acceptance results were categorized as undesirable 52.78%, acceptable 33.33%, negligible 13.89%, and no risk was found in the category of unacceptable. Mitigation was conducted on the undesirable risks by making changes to the initial design plan in accordance with the field conditions, intensifying the implementation of the supervision in the field and carrying out the work in accordance with the operational standards and procedures contained in the contract. The ownership of risk was allocated to the parties involved in the project implementation including job owners 8 risks, supervisory consultants 9 risks, contractors 16 risks and farmer community 1 risk. The undesirable risk should be the concern of the parties involved in the project so that the final results of the work were in accordance with quality, cost, and time planned.
ANALISIS PENERAPAN SISTEM MANAJEMEN KESEHATAN DAN KESELAMATAN KERJA PADA PROYEK KONSTRUKSI PEMBANGUNAN GEDUNG THE HIMANA CONDOTEL Ni Made Sintya Rani; Ni Putu Indah Yuliana
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 8 No 2 (2020): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v8i2.980

Abstract

Occupational Safety and Health (OSH) is the important component of construction project. Rapid development is less balanced with Occupational safety and Health application. PP 50 of 2012 explain that Occupational safety and health management system (SMK3) is required to implemented for all industry and service. The Himana Condotel is the one of the building construction project with the high risk accident, than the author do the analysis of the level of implementation of SMK3. The analysis use descriptive observational method with sample subject from management side and worker side. The different test analysis that use Mann Whitney U test and the study literature of SMK3 as contain in PP no. 50 of 2012 to know the extent of SMK3 application from contractor in planned, implemented and examined SMK3 at the Himana Condotel project. The result from this study is the extent of SMK3 implementation at the Himana Condotel Project that is SMK3 planned with the average from management subject 90,94 ± 3,431 and from worker subject 87,53 ± 3,417 its appertain in the satisfactory level of application. SMK3 implementation with the average from management subject 82,38 ± 0,754 and from worker subject 81,90 ± 2,338 its appertain in the satisfactory level of application, and SMK3 examined with the average from management subject 99,87 ± 0,020 and from worker subject 95,76 ± 4,987 its appertain in the satisfactory level of application.
ANALISIS RISIKO PELAKSANAAN PROYEK PEMBANGUNAN PRASARANA PENGENDALI BANJIR TUKAD SUNGI YANG BERPENGARUH TERHADAP KINERJA BIAYA DAN WAKTU Ni Putu Indah Yuliana; Ni Made Sintya Rani
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 8 No 2 (2020): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v8i2.981

Abstract

Sungi’s river flood control infrastructure development project has a high enough risk. The research objective is to identify, assess, and respond to the risks that affect the cost and time performance of the project. The study was conducted by a mixture of quantitative descriptive and qualitative descriptive methods. Data collection by interview and data analysis by Severity Index (SI). The results showed that the identified risks were 25 (twenty-five) risks from 8 (eight) sources of risk. Risks that have extreme value and affect cost performance are addendums when carrying out work, changing or erratic weather that hinders work and adjustments to field conditions resulting in work design changes. Risks that have extreme values ​​and affect the performance of time are a lack of funding to carry out work and an error in field measurements to determine the point of work so it does not match the picture. The response to risks includes service providers providing initial funding, implementing addendums immediately, using weather forecast data from the BMKG, re-measuring, and making changes immediately, and asking for the approval of the work owner.
Analisis Pemilihan Moda Transportasi Untuk Perjalanan Ke Kampus (Studi Kasus: Civitas Akademik Politeknik Negeri Bali) Fransiska Moi; Ni Putu Indah Yuliana
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.38

Abstract

In carrying out the daily movement of man from one place to another requires a mode of transportation. In this context, the ownership and use of private and public vehicles can be said to be one of the alternatives for society in meeting the demands of the movement. Specifically in the travel pattern there is information about the characteristics of the traveler and the type of activity of the individual or person per person. Jimbaran area as a tourist area  and synonymous with educational institutions and campuses, of course there are many tourist attractions and campuses, one of which is the Bali State Polytechnic. Along with this, research on the preference behavior of the use of student transportation vehicles, aims  to analyze the choice of modes on daily trips to PNB, using the Analytic Hierarchy Process  method with expert choice software version 11.  to find out the most influential factors. The instrument includes a questionnaire form as well as conducting observations and direct interviews with the  PNB academic community to identify the characteristics of  the PNB academic community in the selection of transportation modes, analyzing the factors that most influence the use of transportation modes, both private vehicles and public vehicles. The results showed that the first priority for undergraduate students at the criteria level was the criteria for getting the highest weight of 36.4% followed by the cost criteria of 34.1%, and finally the safe criteria of 2 9.5%, with an inconsistency value of  0.00096 . From the results of the expert assessment through the questionnaire given, the alternative mode of transportation chosen was motorcycles by 46.4% as the first alternative in the selection of transportation modes, followed by private cars by 35.7% and finally public transportation by  17.9%.
Analisis Kebutuhan Sumber Daya Proyek pada Pekerjaan Kayu Cabana, Screen Lobby, Penyekat Ruangan dan Pergola Drop Off Berdasarkan Indeks Satuan Lapangan Ni Putu Indah Yuliana; Kadek Adi Suryawan
Potensi: Jurnal Sipil Politeknik Vol. 24 No. 1 (2022): 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.v24i1.2579

Abstract

Saat ini penggunaan material kayu untuk pekerjaan arsitektural sudah menjadi hal yang lumrah. Namun ada masalah yang terjadi seperti kekurangan order material kayu, kesalahan order dimensi kayu, dan kekurangan tenaga kerja. Tujuan penelitian merencanakan kebutuhan sumber daya proyek untuk pekerjaan finishing kayu berdasarkan kondisi lapangan. Penelitian menggunakan metode deskriptif kuantitatif dengan observasi langsung. Hasil penelitian diperoleh indeks kebutuhan bahan kayu bangkirai per m3 pekerjaan kayu cabana bagian kolom sebesar 0.020 m3, bagian balok sebesar 0.016 m3, bagian grill sebesar 0.067 m3, pekerjaan screen lobby 0.034 m3, pekerjaan penyekat ruangan sebesar 0.121 m3 dan 0.013 m3 serta pekerjaan pergola drop off sebesar 0.026 m3. Sedangkan untuk indeks per m2 diperoleh kayu cabana bagian kolom pekerja 0.174 OH, tukang kayu 0.116 OH dan mandor 0.058 OH, bagian balok 0.500 OH, tukang kayu 0.333 OH dan mandor 0.166 OH, bagian grill pekerja 0.542 OH, tukang kayu 0.361 OH dan mandor 0.180 OH, kayu screen lobby pekerja 0.260 OH, tukang kayu 0.521 OH dan mandor 0.260 OH, pekerjaan penyekat ruangan pekerja 1.340 OH, tukang kayu 0.893 OH dan mandor 0.446 OH serta pekerjaan pergola drop off pekerja 0.211 OH, tukang kayu 0.140 OH dan mandor 0.070 OH.
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%.
Analisis Biaya Pembangunan Site Facilities Proyek Revetment dan Retaining Wall Dermaga Benoa I Gede Bambang Wahyudi; Kadek Adi Parthama; I Wayan Sujahtra; Ni Kadek Sri Ebtha Yuni; Ni Putu Indah Yuliana
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.317

Abstract

Process of a construction project is knowing how much a building will cost. Like the main building, the project site facilities also require costs that are not included in the direct financing of the project. The goal is to provide detailed information on the cost of building site facilities and to serve as reference material for the preparation of RAB site facilities. Implemented in the Revetment dan Retaining Wall Harbor Benoa project, the survey it was found that this project had built a number of temporary facilities but did not clearly detail the cost requirements. The research used descriptive quantitative methods and data collection in the form of surveys, observations and interviews. Survey to measure temporary buildings at the project site and find unit prices of tools, materials and labor at shops or foremen around the project area. Observation observes the layout of the building which will be outlined in the field layout drawing.An interview with the project manager was conducted to find out the total cost of the project and the costs incurred by the contractor for construction. Data analysis using Microsoft Excel by entering all components to be analyzed. Based on the results, it is concluded that the site facilities that are built are the contractor's office, health room, motorcycle and car parking, workers' toilets, directors' and consultants' offices, LAB rooms, cement and plywood warehouses, mechanical warehouses, security and K3 posts, workers' beds, trash bins, and water reservoirs. The comparison of site facilities cost to contract is 0.253%.
PENGUJIAN TANAH SETRA TUNON DESA ADAT PEJATEN, KECAMATAN KEDIRI, KABUPATEN TABANAN, BALI Wahyudi, I Gede Bambang; Suardika, I Nyoman; Hermawati, Putu; Yuni, Ni Kadek Sri Ebtha; Yuliana, Ni Putu Indah; Indrayanti, Anak Agung Putri
Bangun Rekaprima Vol. 9 No. 2 (2023): Oktober 2023
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/bangunrekaprima.v9i2.5090

Abstract

Desa Adat Pejaten terletak di Desa Pejaten, Kecamatan Kediri Kabupaten Tabanan. Setra Tunon yaitu tempat pemakaman sementara bagi masyarakat Hindu untuk menunggu waktu yang tepat dalam melaksanakan upacara Ngaben. Saat ini kondisi dinding penahan tanah yang ada telah mengalami kerusakan. Oleh karena itu Desa Adat Pejaten berencana melakukan rekonstruksi secara bertahap untuk mencegah keruntuhan tanah yang lebih parah. Sebelum dilakukannya rekonstruksi/pembangunan perlu dilakukan pengujian tanah untuk mendapatkan informasi mengenai kondisi lapisan tanah dan parameter tanah. Hasil penyelidikan tanah akan digunakan untuk keperluan desain dan perencanaan dinding penahan tanah. Metode pelaksanaan yang dilakukan pada pengabdian masyarakan ini adalah dengan mengumpulkan data primer dan data yang diperoleh dilakukan dengan melakukan pengujian baik dilapangan maupun di laboratorium. Hasil pengujian tanah berupa Bor dan SPT menunjukkan Elevasi tanah keras berada pada kedalaman -9 meter diukur dari dudukan mesin bor (muka tanah di permukaan setra). Hasil pengujian laboratorium dengan kedalaman setiap 3 meter menunjukkan nilai kohesi sebesar 0,039, nilai sudut geser sebesar 35,47 derajat, Berat Satuan tanah sebesar 1,68 gr/cm3, Nilai kelembaban sebesar 14.04 % dan Nilai Spesific Gravity (Gs) sebesar 2, 47 .hasil dari pengabdian ini dapat dimanfaatkan selanjutnya untuk gambar perencanaan dan menyusun rencana anggaran biaya (RAB) pada kegiatan pengabdian selanjutnya sehingga permasalahan yang dihadapi oleh mitra dapat terselesaikan dengan tuntas.
Kajian Biaya Penerapan Sistem Manajemen Keselamatan Konstruksi Pada Proyek Villa Banana di Kabupaten Badung Yuliana, Ni Putu Indah; Suartika Putra, I Gusti Putu Adi; Yuni, Ni Kadek Sri Ebtha; Sudiarta, I Komang
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.424

Abstract

The implementation of the Construction Safety Management System (SMKK) is part of the management system for the implementation of Construction Work to ensure the realization of Construction Safety. The implementation of a Construction Safety Management System need a number of costs that will be part of the contract value. The purpose of the study was to determine the components of implementing SMKK, the amount of costs required for the implementation of SMKK and the percentage compared to the contract value. The study used quantitative descriptive methods and data collection in the form of surveys and interviews. The results showed that the required SMKK cost components are RKK preparation, socialization, promotion and training, work protective equipment, personal protective equipment, insurance, construction safety personnel, facilities, infrastructure, and medical devices, traffic equipment as well as activities and equipment related to construction safety risk control. Total cost for the implementation of SMKK in the Villa Banana Project is Rp. 86,520,255.50 with a consumable cost of Rp. 31,439,079.78 and a non-consumable cost of Rp. 55,081,175.72. The percentage of SMKK implementation costs on the contract value is 3.696% of the total project contract value which is Rp. 2,341,117,572.00.
Co-Authors Anak Agung Putri Indrayanti Bambang Wahyudi, I Gede Damayanti, Tirtha Dewi, I Gusti Ayu Wulan Krisna Ebtha Yuni, Ni Kadek Sri Fransiska Moi Fransiska Moi I Gede Bambang Wahyudi I Komang Sudiarta I Nyoman Norken I Wayan Sudiasa I Wayan Sujahtra Kadek Adi Parthama Kadek Adi Suryawan Kadek Diana Harmayani Ni Kadek Sri Ebtha Yuni Ni Made Sintya Rani Putra, I Gusti Putu Adi Suartika Putu Hermawati Suardika, I Nyoman Suartika Putra, I Gusti Putu Adi