Prosiding Seminar Nasional Ketekniksipilan Bidang Vokasional

Analisis Rencana Anggaran Biaya Sistem Manajemen Keselamatan Dan Kesehatan Kerja (Smk3) Pada Proyek The Umalas Signature

Putu Sri Darma Sari — 2023-12-29

Meningkatnya perkembangan proyek pembangunan mengakibatkan tingkat kecelakaan kerja khususnya dalam bidang konstruksi juga semakin meningkat. Untuk mencegah kecelakaan kerja, diperlukan suatu Sistem Manajemen Keselamatan dan Kesehatan Kerja (SMK3) yang dalam pelaksananya memerlukan sejumlah biaya. Penelitian dilakukan pada proyek pembangunan The Umalas Signature dengan tujuan untuk mengetahui besaran dan persentase biaya yang di perlukan dalam pelaksanaan keselamatan dan kesehatan kerja (K3) dengan mengacu pada standar ideal komite Keselamatan Konstruksi Rakyat. Metode penelitian yang digunakan dalam penelitian ini adalah deskriptif kuantitatif dengan pengumpulan data berupa wawancara, survey dan pengamatan langsung dilapangan. Hasil penelitian menunjukan jumlah rencana anggaran sistem keselamatan dan kesehatan kerja yang diperlukan berdasarkan survey harga toko yaitu pada pekerjaan kontrak sebesar Rp. 429,722,433 (Enam Ratus Empat Puluh Tiga Juta Tujuh Ratus Tujuh Puluh Tujuh Ribu Tiga Ratus Lima Puluh Enam Rupiah) dengan persentase perbandingan dari nilai kontrak yaitu sebesar 1.54%. Berdasarkan analisis yang telah dilakukan maka nilai biaya K3 tersebut sudah memenuhi standar ideal komite Keselamatan Konstruksi Rakyat yakni berkisar 1.50%-2.50%.

Analisis Perbandingan Pengaruh Metode Pembebanan Langsung Pada Pelat Dengan Segitiga Trapesium Terhadap Dimensi Elemen Struktur Dan Biaya

Ni Putu Ria Asilia — 2023-12-29

Faktor terbesar penyebab kegagalan kostruksi adalah edung manusia akibat kesalahan pembebanan. Dalam penelitian ini dibahas perbandingan edung struktur diafragma pelat yang menggunakan metode pembebanan langsung pada pelat dengan edung struktur open frame yang menggunakan metode pembebanan segitiga trapesium. Tujuan dari penelitian ini untuk mengetahui pengaruh metode pembebanan langsung pada pelat dan metode pembebanan segitiga trapesium terhadap dimensi elemen struktur dan biaya yang dibutuhkan.

Jenis penelitian ini adalah penelitian deskriptif analitik yang menggunakan data kuantitatif. Analisis data menggunakan sample Gedung Wing Utara Rumah Sakit Umum Daerah Payangan yang merupakan edung rumah sakit 5 lantai dengan menggunakan bantuan software analisis struktur SAP2000 versi 22.

Dari hasil analisis data, struktur dengan metode pembebanan langsung pada pelat hanya mengalami over stress pada balok B12, sedangkan struktur dengan metode pembebanan segitiga trapesium mengalami over stress pada balok B8, balok B3, balok B7, balok B11, balok TB3, balok B2, balok TB2, balok TB1, dan balok B12. Dari hasil analisis biaya diperoleh hasil bahwa struktur dengan metode pembebanan segitiga trapesium membutuhkan biaya yang lebih besar dibandingkan struktur dengan metode pembebanan langsung pada pelat.

Analisis Tingkat Kerusakan Jalan Dan Biaya Perbaikan Pada Perkerasan Lentur Jalan Nangka Utara – Jalan Antasura, Denpasar

I Gde Santiyasa — 2023-12-29

Jalan merupakan salah satu prasarana transportasi yang sangat diperlukan untuk kebutuhan pokok dalam kegiatan masyarakat. Seiring berjalannya waktu jalan raya pasti mengalami penurunan kondisi, sehingga menjadi suatu hambatan dalam kelancaran suatu perjalanan pengguna jalan. Salah satunya ruas jalan yang mengalami kerusakan, yaitu ruas Jalan Nangka Utara – Jalan Antasura.

Penentuan kondisi perkerasan jalan dapat dinilai melalui berbagai jenis metode seperti metode Pavement Condition Index (PCI). Metode PCI merupakan sistem penilaian kondisi perkerasan jalan berdasarkan jenis, tingkat, dan luas dari kerusakan yang terjadi dan juga dapat digunakan sebagai referensi dalam melakukan pemeliharaan yang bersifat pencegahan dan setelah itu dilakukan penanganan kerusakan jalan dengan menggunakan metode standar Bina Marga.

Kesimpulan dari penelitian ini adalah nilai indeks kondisi perkerasan (PCI) rata rata ruas jalan tersebut adalah 53,24 yang termasuk dalam kategori kerusakan sedang (fair) dengan metode perbaikan yang direkomendasikan adalah metode perbaikan P1, P2, P3, P5, dan P6. Kerusakan yang dominan terjadi yaitu Tambalan sebesar 669,610 m2, Retak Memanjang/Melintang sebesar 214,08 m2, Retak Kulit Buaya sebesar 208,52 m2, dan Retak Kotak-Kotak 99,31 m2. Total Biaya Perbaikan pada ruas Jalan Nangka Utara – Jalan Antasura, Denpasar tanpa lapisan overlay yaitu sebesar Rp. 596.617.514,67 dan dengan lapisan overlay sebesar Rp. 3.504.201.350,43

Pengaruh Keselamatan Dan Kesehatan Kerja (K3) Terhadap Kinerja Pekerja Tenaga Kerja Struktur Beton Pembangunan Unit Sekolah Baru Smkn 2 Kuta Selatan

Edward Dwi Sanjaya — 2023-12-29

Keselamatan dan kesehatan kerja (K3) merupakan suatu aspek penting dalam keberhasilan suatu proyek konstruksi, selain itu dapat meningkatkan kinerja pekerja untuk mencapai tujuan yang telah ditetapkan oleh perusahaan. Penelitian ini bertujuan untuk mengetahui pengaruh keselamatan dan kesehatan kerja (K3) terhadap kinerja pekerja tenaga kerja struktur beton pembangunan unit sekolah baru SMKN 2 Kuta Selatan.

Metode penelitian yang digunakan dalam penyusunan Tugas Akhir ini adalah metode deskriptif kuantitatif. Pengumpulan data meliputi metode wawancara, metode kuesioner dan metode dokumentasi. Kuesioner disebar kepada 40 responden dengan memakai skala likert. Analisi data menggunakan uji validitas, uji reliabilitas, uji regresi linier sederhana, dan uji hipotesis kemudian data diolah menggunakan aplikasi SPSS versi 29.

Berdasarkan tabel koefisien korelasi antara X terhadap Y dapat diketahui bahwa seluruh sub-variabel X yaitu X₁-X₉ memiliki pengaruh terhadap sub-variabel Ya, Yb dan Yc pada variabel Y, pengaruh terbesar pada kelompok variabel kualitas (Ya) yaitu dengan nilai 0.475, pengaruh terbesar pada kelompok kuantitas (Yb) yaitu dengan nilai 0.266 dan pengaruh terbesar pada kelompok ketepatan waktu (Yc) yaitu dengan nilai 0.366. Jadi berdasarkan hasil dari penelitian ini bahwa keselamatan dan kesehatan kerja berpengaruh signifikan terhadap kinerja pekerja tenaga kerja struktur beton pembangunan unit sekolah baru SMKN 2 Kuta Selatan.

Perencanaan Penjadwalan Pelaksanaan Pembangunan Villa Z House Residential Dengan Metode PERT

Hani Rahmawanti Firdani Nafisha — 2023-12-29

Villa Z House Residential merupakan proyek konstruksi yang melibatkan banyak kegiatan dan sumber daya. Pada pembangunan proyek tersebut terjadi keterlambatan waktu pelaksanaan sebesar 7,54% karena kesalahan perencanaan urutan kegiatan dan adanya pekerjaan tambahan, sehingga penjadwalan dibuat saat proyek berlangsung. Untuk memecahkan permasalahan digunakan metode PERT (Program Evaluation and Review Technique) dimana metode ini bertujuan untuk menentukan durasi proyek dengan mempertimbangkan ketidakpastian dalam estimasi waktu aktivitas. Tujuan dari penelitian ini adalah untuk mengetahui lama waktu penyelesaian yang diperlukan dan memperoleh informasi tentang probabilitas penyelesaian proyek dalam berbagai rentang waktu.

Penelitian ini dimulai dengan mengidentifikasi dan analisis kegiatan yang ada dalam proyek, serta estimasi waktu dan sumber daya yang dibutuhkan untuk masing-masing kegiatan. Selanjutnya jaringan PERT dibangun untuk merepresentasikan hubungan ketergantungan antar kegiatan dan menentukan jalur kritis proyek. Jalur kritis adalah jalur kegiatan yang menentukan durasi keseluruhan proyek.

Hasil analisis menunjukkan bahwa durasi penyelesaian proyek adalah 314 hari dengan S = 12,06. Penelitian ini juga mengestimasi probabilitas penyelesaian proyek dalam berbagai skenario waktu. Probabilitas tersebut adalah 16,11% untuk penyelesaian dalam 302 hari, 50% untuk penyelesaian dalam 314 hari, dan 99,01% untuk penyelesaian dalam 343 hari atau kurang.

Analisis Manajemen Risiko Kesehatan Dan Keselamatan Kerja (K3) Pada Proyek Pengembangan Gedung Rumah Sakit Bmc Bangli

I Gusti Ayu Dessy Anjarini Putra — 2023-12-29

Kesehatan dan Keselamatan Kerja (K3) merupakan salah satu hal yang perlu diperhatikan dalam pelaksanaan proyek konstruksi. Penerapan K3 tidak luput dari pelaksanaan manajemen risiko yang bertujuan untuk menentukan nilai resiko dari kecelakaan yang mungkin saja terjadi di tempat kontruksi. Atas risiko yang sudah didapatkan, dilakukan pengendalian risiko untuk memberikan solusi dari risiko tersebut. Hal itulah yang menjadi alasan bagi penulis untuk menganalisis manajemen resiko Keselamatan dan Kesehatan Kerja pada Proyek Pengembangan Gedung Rumah Sakit BMC Bangli. Tujuan penelitian ini, yaitu mendeskripsikan manajemen risiko serta memberikan solusi berupa pengendalian risiko pada Proyek Pengembangan Gedung Rumah Sakit BMC Bangli.

Penelitian ini dilakukan dengan menganalisa 87 responden dengan menggunakan metode AS/NZS 4360:2004 dibantu dengan pilot survey atas kuisioner yang sudah termuat. Melalui metode ini didapatkan pembanding risiko untuk kemungkinan (likelihood) dan dampak (Impact) serta dilakukan penyusunan pengendalian risiko untuk data yang sudah terkumpul.

Berdasarkan hasil penelitian diperoleh identifikasi bahaya risiko K3 yang terjadi pada Proyek Pengembangan Gedung Rumah Sakit BMC Bangli adalah pekerja mengalami memar, terluka, gangguan pernafasan, gangguan pengelihatan, luka bakar dan terjatuh. Pengendalian yang dapat dilakukan pada proyek pengembangan gedung Rumah Sakit BMC Bangli adalah melakukan metode substitusi, metode rekayasa teknik, metode pengendalian administrasi, serta menggunakan alat pelindung diri.

Analisis Stabilitas Eksternal Abutment Pada Jembatan Penatih

I Ketut Anggun Cihnandita Winangun — 2023-12-29

Abutment adalah bangunan bawah jembatan yang terletak pada kedua ujung pilar - pilar Jembatan. Abutment mempunyai fungsi untuk memikul semua beban yang bekerja pada bangunan atas dasar dengan aman sekaligus sebagai bangunan penahan tanah serta menerima tekanan dan diteruskan ke pondasi. Masalah yang sering kita temui dalam konstruksi jembatan adalah terjadinya kegagalan strukturnya, seperti yang sering kita lihat pada kasus jembatan yang ambruk/runtuh. Dengan demikian, untuk menghindari hal - hal tersebut perlu untuk menganalisis stabilitas abutmentnya. Pada penilitian ini akan dilakukan analisis stabilitas terhadap geser dan stabilitas terhadap guling yang diakibatkan oleh beban eksternal,Analisis stabilitas terhadap daya dukung tanah, serta distribusi beban pada kelompok tiang berdasarkan data lapangan. Metode yang digunakan yaitu metode kuantitatif. Hasil dari penelitian pada Jembatan Bindu yaitu Angka aman geser arah memanjang jembatan untuk strenght I didapat SF = 14,97. SF geser untuk arah melintang Pada strenght III = 457,37. Berdasarkan nilai SF tersebut, abutment dapat dikatakan aman terhadap gaya geser. Angka aman guling untuk arah melintang jembatan strenght V = 65,9. SF guling arah memanjang jembatan pada strenght V = 15,3. Berdasarkan nilai SF tersebut, abutment dapat dikatakan aman terhadap gaya guling. Angka aman daya dukung tanah, SF = 2716,22. SF daya dukung tiang bore pile didapat SF = 3,37. Berdasarkan nilai SF tersebut, abutment dapat dikatakan aman terhadap gaya daya dukung

Analisis Produktivitas Nyata Di Lapangan Untuk Pekerjaan Struktur Beton Bertulang

I Made Rai Dwi Eka Putra — 2023-12-29

A construction project is a series of activities related to the construction of a building which includes structural and architectural work. Labor is one of the main factors in the construction project development process, labor productivity planning is the initial effort that must be made by every construction company in order to find out how the performance of its workforce is. Analyzing labor productivity will assist contractors in planning construction project implementation methods. The research was carried out in the field by conducting a case study on the construction project of the Kuta Tsunami Shelter Building. Productivity values are obtained directly through field observations using the Time Study method. After the analysis was carried out, the average labor productivity value was obtained for reinforced concrete structure work for column reinforcement work, namely 1852.1 kg/day, column formwork work, namely 48.11 m2/day, column concreting work, namely 36.73 m3/day. , floor plate ironing work is 1765.52 kg/day, floor plate formwork work is 26.91 m2/day and floor plate concreting is 18.79 m3/day. From the comparison, it is obtained that the field index is smaller than the SNI index

Analisis Kelayakan Investasi Pada Pembangunan Villa Maharaja Pererenan, Badung

I Nengah Widiyawan — 2023-12-29

Bali Island is an attractive island for tourists. Tourist visits to Bali continue to increase, so the need for accommodation such as lodging or villas is also increasing. One of the villas to be built is Villa Maharaja, this villa is located in Pererenan Village, Mengwi, Badung, Bali. Villa Maharaja is located in a strategic location, so the investment in the construction of this villa is quite promising. Property investment such as villas is a risky decision, therefore it is necessary to do a feasibility analysis before making an investment. This study aims to determine the feasibility of investing in the construction of Villa Maharaja Pererenan, which is assessed from a financial aspect. The methods used are the Net Present Value (NPV) method, the Internal Rate of Return (IRR) method, the Benefit Cost Ratio (BCR) method and the Payback Period (PBP) method. In addition, a sensitivity analysis was also carried out. From the calculations made, the investment in the construction of Villa Maharaja is feasible from a financial aspect. In this study, the NPV = 9,237,033,047, BCR = 1.02, IRR = 8.53% and PBP occurred in the 16th year. From the results of the sensitivity analysis, this investment will not be feasible when costs increase by more than 26.11% with fixed benefits, benefits decrease by more than 20.72% with fixed costs, and costs increase accompanied by benefits that fall by more than 11.55%

Perbandingan Kapasitas Daya Dukung Pondasi Bore Pile Menggunakan Software Allpile Dan Perhitungan Manual (Studi Kasus : Pembangunan Tower Turyapada, Buleleng, Bali)

I Nyoman Darma Susetia — 2023-12-29

The foundation, which is part of an engineering system that transfers the load supported by the foundation and its own weight to the soil and rock that lie beneath it in the construction of the Turyapada Tower using a bored pile type foundation, is required to have a bearing capacity greater than the working load on the foundation as a condition of foundation planning.

The focus of this study is to identify the 1500 mm diameter pile's bearing capability. Both the Mayerhof and the Terzaghi methods are used to calculate carrying capacity. Allpile V.7 software is utilized for computational calculations. using the Converse-Labarre method to calculate efficiency values.

based on the contractor's reported loading of 5195.8 tons, with a bore pile's properties of 1500 mm in diameter and 35 mm in pile depth. Using the Mayerhof technique based on SPT data with Qall = 1150.9 tons, the Terzaghi approach based on laboratory data with Qall = 1793.0 tons, and the Allpile program with Qall = 1219.4 tons, the findings were compared. The gap between the Mayerhof approach and the Allpile software is 68.6 tons, or 6%, and the difference between the Terzaghi method and the Allpile program is 573.5 tons, or 32%.

The carrying capacities for group piles determined using the Mayerhof, Terzaghi, and Allpile software are 10357.3 tons, 10974.5 tons, and 10974.5 tons, respectively. The maximum load for the load distribution on the 1500 mm diameter pile area in the P3 type pile category is 790.04 tons. The calculated safety factor came out to be 1.7

Perhitungan Kuantitas Pengecoran Dengan Concrete Pump Dan Truck Mixer Pada Pekerjaan Pondasi Raft Gedung Tsunami Shelter Kuta

I Wayan Eka Ari Pradana — 2023-12-29

The more development of construction projects, the more developed the use of construction equipment technology. Indonesia as a developing country clearly needs heavy equipment, to help ease the heavy work that cannot be done by humans, one of the heavy equipment used is a concrete pump for casting raft foundations in the construction project of the Kuta Tsunami Shelter Building. The concrete used is ready mix concrete produced by PT. Adi Jaya. Previously, in this project, there were existing buildings and a waiting area for mixer trucks, which had limited space to unload cargo to the concrete pump so that the casting process on the raft foundation was slightly hampered. Based on this, the purpose of this study was to determine the quantity of casting with a concrete pump and mixer truck for the raft foundation casting work on the Kuta Tsunami Shelter Building development project in accordance with the real conditions in the field. The analytical method is carried out by direct calculation for the cycle time of each concrete pump truck and mixer truck activity, then calculating the casting quantity with a concrete pump truck and mixer truck. Based on the research conducted, the calculation of the quantity of concrete pump truck casting was obtained which was affected by the delay time of 0.624 m3/minute. The quantity of concrete pump trucks that are not affected by delay time is 0.881 m3/minute. This quantity calculation is determined by the cycle time, field conditions, work methods and work volume. The duration needed to complete the raft foundation casting work with a volume of 336 m3 affected by the delay time is 8 hours 58 minutes 12 seconds. The duration needed to complete the raft foundation casting work, not affected by the delay time, is 6 hours 21 minutes.

Analisis Biaya K3 Pada Proyek Pembangunan See Sea Resort Pererenan, Mengwi, Badung, Bali. Pt. Jaya Kusuma Sarana

Ida Bagus Gede Bayu Wedananta — 2023-12-29

This final project aims to analyze the Occupational Safety and Health (K3) costs associated with the See Sea Resort development project in the Pererenan area, Mengwi, Badung, Bali. This study aims to identify and calculate the estimated cost and percentage needed to ensure the effective implementation of OSH standards during the project period. This study uses quantitative and qualitative analysis methods. Data collection was carried out through field surveys, distribution of questionnaires and preventive measures that can be implemented. Furthermore, an evaluation of costs for the implementation of OSH measures is carried out, including the purchase of appropriate personal protective equipment (PPE), OSH training for workers, maintenance of equipment, and the need for periodic inspections and supervision. From the results of distributing the questionnaire on the use of K3 PPE, it can be seen that the use of K3 PPE in the field is good and very disciplined, and from the results of the calculation of the K3 Cost Budget Plan for K3 expenses of Rp. 2,773,710,638 and the percentage of K3 which affects the contract value is 1.99%. The figure of 1.99% is a large figure for K3 costs

Penerapan Ergonomi Untuk K3 Pekerjaan Arsitektur Pada Proyek Pembangunan Pasar Induk Kota Batu Jawa Timur

Miliani Satiti Handayani — 2023-12-29

Construction projects are a series of work activities that have a high risk of work, one of which is a work accident. Hard work accidents in the construction industry occur every year. Meanwhile, relatively new occupational diseases, such as Musculoskeletal Disorders (MSDs) increased by 40%, while 60% were a combination of accidents and other work-related diseases. Gotrak is generally caused by ergonomic hazards which are influenced by ergonomic factors. Ergonomics factors in the Minister of Manpower of the Republic of Indonesia No. 5 of 2018 Concerning K3L Work is a factor that can affect labor activity. In addition to identifying ergonomic hazards based on these factors, it is also necessary to distribute questionnaires referring to SNI 9011:2021 concerning Measurement and Evaluation of Potential Ergonomic Hazards in the Workplace. However, the results of the implementation of these two regulations have not been optimal, this is due to a discrepancy between the results of distributing questionnaires to respondents and the photo documentation of workers' postures. So it is necessary to re-examine the posture of workers based on SNI 9011: 2021 or research that uses objective quantitative methods that only assess work posture. Thus the results of this study state that the ergonomics hazard of the architectural work of the Batu City Main Market development project is related to the worker's body posture. While the category of the level of application of ergonomics for K3 architectural work based on the results of distributing satisfactory questionnaires with an average score of 1 – 2.727 (<3) which means safe working conditions, but based on the analysis of SNI 9011: 2021 concerning worker posture, working conditions are still found that require improvement . immediately, including wall masonry work and floor covering work.

Pengaruh Metode Pelaksanaan Terhadap Cash Flow Pada Pekerjaan Struktur Proyek Pembangunan Villa Maharaja Pererenan

Ni Kadek Krisna Dewi — 2023-12-29

Cost, quality, and time control are integral to effective project management. This approach aligns with the project's goals and objectives. This research aims to identify the impact of the implementation methods and time on the project. In this case, the implementation method used can determine the costs that will be incurred through financial control and cash flow planning during the implementation of the project.

This research used a quantitative descriptive design to provide an overview of the Villa Maharaja Pererenan construction project's conditions. The research obtained information on time and costs based on the implementation method used to achieve profits from cash flow.

The implementation of reinforced concrete structural work using conventional methods takes 180 calendar days to complete. However, the combination method between precast and conventional achieves the completion in 154 calendar days. Using this combination method, the completion time is 26 days faster than conventional method. The research results show that financial control and cash flow planning by implementing the conventional method with the termyn payment method resulted in a profit of Rp211,009,151 or 12.64%. In contrast, the combination method resulted in a profit of Rp87.609.604 or 3.89%

Analisis Perbandingan Waktu Dan Biaya Pelaksanaan Pekerjaan Balok Antara Metode Beton Konvensional Dan Precast

Ni Kadek Oktaviana — 2023-12-29

In construction, there are two known methods of concrete work used, namely the conventional method and the precast method. Conventional methods are those in which all work is carried out at the project site from the installation of reinforcing steel to casting. Meanwhile, the precast method is carried out at a different location from the project site but requires transportation and conveyance for the transportation of precast components. The implementation stage involves heavy equipment for each installation of precast components. This study was conducted to determine the comparison of the cost and time of implementation of conventional and precast method beams, the calculation data of conventional and precast methods were taken from the project with a case study on the Faculty of Law Udayana University Building Construction Project.

The results of this study obtained a comparison of cost and time between conventional methods and precast methods on beam structures where conventional methods amounted to Rp. 240,816,083.04 and precast concrete methods amounted to Rp. 266,499,748.06. The price difference between conventional concrete methods and precast concrete is Rp. 25,683,665.02 or precast concrete methods are 9.64% more expensive than conventional concrete methods. The results of the analysis of the duration of the beam structure of the conventional concrete method are 14 days and for the analysis of the duration of the beam structure of the precast precast concrete method is 7 days, with the difference in processing time being 7 days faster implementation of the precast method

Analisis Perbandingan Volume Dan Biaya Antara Software Tekla Structures Dengan Menerapkan Metode Bim Terhadap Metode Konvensional Pada Proyek Pembangunan Kantor Baru Pt. Tunas Jaya Sanur

Ni Luh Ayu Sri Martini — 2023-12-29

Miscalculation of volume and budget details is one of the obstacles in the world of construction. In the current era, the creation of new technology that can influence the working method of project construction before it is built. The technology in question is 3D-based Building Information Modeling (BIM). The purpose of this research is to apply BIM modeling with Tekla Structures software in 3D modeling as a comparison to conventional methods in terms of volume & cost in the construction project of New Office PT. Tunas Jaya Sanur.

This research was carried out by modeling on Tekla Structures and collecting data in the form of Shop Drawing & RAB obtained from the contractor, the entire modeling process followed the references and details used by the contractor.

Tekla Structures simplifies users in building modeling processes, such as material type, profile shape just by entering data in each parameter. In this research, the ratio obtained in concrete structures was 3% with a cost difference of Rp 49.617.135,25 while the comparison in rebar structures was 5% (kg) and 5% (m²) with a cost difference of Rp 188.400.652,11.

Pengukuran Tingkat Produktivitas Hspd (Hydraulic Static Pile Driver) Pada Jam Kerjapekerjaan Pondasi Tiang Pancang (Studi Kasus : Proyek Samigita-Pembangunan Gedung Tsunami Shelter Seminyak, Badung)

Ni Putu Ade Lia Karisa — 2023-12-29

This study aims to measure the level of productivity of Hydraulic Static Pile Driver (HSPD) during working hours in the implementation of pile foundation work on the Samigita project - Tsunami Shelter Building in Seminyak, Badung.This case study was conducted by collecting HSPD productivity data through direct observation during a certain period.

The research method used in this study was field observation to record the time and number of piles successfully installed by HSPD during working hours. The research findings show that factors such as soil conditions, location/terrain, weather, as well as tides, can affect the productivity of the equipment. From the results of data analysis, the highest productivity of 1.13 and the lowest productivity of 0.55 were obtained.

It is expected that the findings of this study can be used as a reference to improve the planning, organization, and use of HSPD in future construction projects. In addition, this research can also be the basis for comparing the productivity of HSPD with other equipment in pile foundation work.

ANALISIS KINERJA BIAYA DAN WAKTU PADA PELAKSANAAN PROYEK DENGAN EARNED VALUE (Studi Kasus: Proyek Pembangunan Villa Maharaja Pererenan)

Putu Ayu Sunya Prayascita — 2023-12-29

The success of a construction project can be measured by the accuracy of the plans implemented in the field, including cost, time and quality. Therefore, the Earned Value Method is used to provide implementation performance information during the reporting period and produce an estimate of the cost and time needed to complete project construction. Villa Maharaja Pererenan development project as a research object with an RAB value of IDR 2,650,000,000.00 is planned for 24 weeks or 183 days. The results of the analysis report that in the 24th week the implementation cost performance exceeds the budget based on the CPI index of 1,05 with a CV value of Rp73.581.236,16, while the implementation time performance is delayed based on the SPI index of 0.56 with an SV value of -Rp1.331.839.639,63. The estimated cost for the remaining work (ETC) is IDR 1,272,847,497.19 and the estimated remaining time to complete all work is 147 days. This delay is caused by the lack of availability of labor together with the increasing volume of work.

Efektivitas Penggunaan Mobile Crane Pada Gedung Dekanat Fisip Universitas Udayana

Putu Hananda Widyatmika Kana — 2023-12-29

The implementation of the Dean building project of FISIP Udayana University Jimbaran using mobile cranes, is expected to accelerate the project implementation time. Therefore, it is necessary to analyze the productivity of time and cost of using mobile cranes. This study was made to determine the efficient time and cost realization of the use of mobile cranes in order to obtain the level of effectiveness of the use of mobile cranes for structural work, it is expected to be an input for construction projects in an effort to optimize the implementation of projects with similar problems. The results of the calculation of productivity and time of use of mobile cranes in the construction project of the Dean Building FISIP Udayana University is 330.88 hours or 42 days. For the cost of using a mobile crane for structural work amounted to Rp. 373,678,795.00. The level of effectiveness of the use of mobile cranes in terms of time and cost in the construction project of the Dean's Building FISIP Udayana University is 45.4% and 45.7%. If taking into account the effect of the delay in the arrival of precast concrete, the level of effectiveness in terms of time and cost is 24.7% and 24.6%.

Analisis Perbandingan Produktivitas Harian Dan Biaya Pekerjaan Dinding Bata Ringan Dengan Batako (Studi Kasus: Proyek Pembangunan Apartemen The Umalas Signature Kerobokan Badung)

I Made Dwipayana Putra — 2023-12-29

Productivity is a factor that is influenced by the ability of performance to compete in construction projects. Low productivity can cause delays in the project development process and can also affect the costs to be incurred. Therefore, productivity is very important so that the projects carried out run according to plan. One of the projects being built is The Umalas Signature Apartment project in Kerobokan Badung which functions as a luxury residence. In construction there are several jobs that require a large number of workers to meet the daily productivity requirements, one of which is wall work. In this case the The Umalas Signature Apartment project uses light brick and concrete brick walls in blocks D and E.

The observation method used in field supervision is using the observation method or direct observation. Observations made included the daily productivity of masons working on light brick walls and adobe bricks. The purpose of this study is to compare daily productivity and costs to obtain unit prices for light brick wall work with adobe bricks. Based on the results of the research conducted, it was found that the productivity of the work of pairing brick walls in the field with pairs of lightweight bricks was 1:1.39126 with the productivity of brickwork in the field being 11.1 m²/day and light bricks being 15.443 m²/day. Comparison of the unit price for masonry brick walls with lightweight concrete bricks in the field is 1:1.368 with the unit price for brick masonry of Rp. 94,950.00/m2 and for lightweight bricks of Rp. 129,875.00/m².

Analisis Produktivitas Tenaga Kerja Pada Proyek Villa Azur Berawa Kabupaten Badung

I Made Adi Wira Gana — 2023-12-29

The SNI productivity coefficient is a general provision as a reference for labor productivity in all regions of Indonesia. However, the coefficient of labor productivity may differ in each region in Indonesia. This study aims to determine labor productivity in the field and compare these results with SNI productivity. This research was carried out on the Villa Azur development project using field observation methods and obtaining data in the form of work time, number of workers, and volume completed. Data analysis for labor productivity and results of labor productivity in the field with labor productivity in SNI. From the results of the analysis it is known that labor productivity is one of them on the 1st floor column for ironing, the worker's productivity is 56.38 kg/hour and the worker's is 68.69 kg/hour. For formwork workers productivity is 1.62 m2/hour and workers 1.62 m2/hour. For the productivity of the foundry foreman is 0.58 m3/hour, the head mason is 0.58 m3/hour, the mason is 0.29 m3/hour, and the worker is 0.29 m3/hour. The comparison results on the 1st floor column for masonry work were 1.97 and 2.40 for workers. For mason formwork work it is 2.68 and for workers it is 5.35. For the foreman's casting work it is 0.24, the foreman is 0.08, the mason is 0.40, and the worker is 2.39. Comparison results > 1 indicate that the productivity of field work is higher than SNI and results < 1 indicate otherwise.

Analisis Kelayakan Investasi Pembangunan Kawasan Perumahan Taman Wira Lovina, Buleleng

Putu Agus Kawi Wiradarma — 2023-12-29

Indonesia is currently aggressively implementing development in all sectors in order to realize a strong and stable economic sector so as to develop the national economy. Investment projects in general will require considerable funds and will affect the company in a fairly long period of time, so an investment analysis is needed to determine the level of profit and the feasibility of the investment. As for this research, the author chose the Lovina area because in this area housing development is mushrooming, from this reason whether investment in the Lovina area is feasible so that there is rampant development in this area. This study analyzes the feasibility of investment from a financial aspect by considering the indicators of Net Present Value (NPV), Internal Rate of Return (IRR), and Benefit Cost Ratio (BCR) and knowing the time needed to return capital with the Discounted Payback Period (PBP) method, and sensitivity analysis. From the results of investment analysis with NPV, BCR, and IRR indicators, it can be concluded that the investment in Taman Wira Lovina Housing, Buleleng is feasible with an NPV value of Rp 105,038,999.23> 0, a BCR value of 1.019 ≥ 1, the IRR value obtained is 9.138%> MARR which is 8%. Break Event Point in year 3. While the results of the sensitivity analysis obtained that this housing is still feasible in the state of costs up 10%, the benefits remain and declared not feasible in the state of fixed costs, benefits down 10% and costs up 10%, benefits down 10%.

Perbandingan Penambahan Jam Kerja Lembur Dan Penambahan Jam Kerja Lembur Dan Penambahan Tenaga Kerja Pada Proyek Sky Star Luxury Villa Terhadap Waktu Dan Biaya

Muhammad Ferdy Syah — 2023-12-29

Time and cost are the main elements that greatly affect the success of a project. A project is said to be successful if it has a short completion time at a minimum cost without neglecting the quality of the work. In its implementation, there is often a mismatch between the planned schedule and the realization in the field. This results in delays in project completion. To overcome this problem, it is necessary to accelerate the project implementation time. In this study, acceleration will be carried out on the work on the critical trajectory using the Precedence Diagram Method. The acceleration alternative used is to increase working hours (overtime) and the number of workers. The purpose of this study is to determine the comparison of time and cost between alternative acceleration of adding overtime hours and adding labor using the Precedence Diagram Method. The results of the analysis show that in the acceleration alternative with the addition of working hours (overtime) obtained an additional cost of 39%. For acceleration alternatives by adding the number of workers, an additional cost of 31% is obtained. For the addition of overtime working hours with the addition of labor in terms of duration, the same is reduced by 58 days

Pengaruh Optimalisasi Waktu Terhadap Biaya Pelaksanaan Proyek Konstruksi Pengembangan Gedung Rumah Sakit Bmc Bangli

I Made Surata — 2023-12-29

Project implementers always refer to the plans and time schedules that have been made, therefore problems will arise if there is a mismatch between the schedule that has been made and the actual implementation. The Bangli Medika Canti (BMC) Hospital Building Development Project is a four-story building project located on Jl. Tirta Giri L.C Subak Aya Bebalang which is experiencing delays in structural work, it is necessary to accelerate the implementation of the project to avoid excessive additional implementation costs. This study aims to determine the optimum time and cost required so that the project does not experience delays in its implementation.

The time cost trade off method is a method of accelerating the completion of a project by compressing the duration and still taking into account the addition in terms of cost to a minimum, so this method can be used to optimize the time and cost required for project implementation.

Based on the results of the analysis that has been made, the optimum time required for preparatory work and structural work with the addition of overtime working hours of 1 hour on work that is on the critical path is to get a duration reduction of 6 days from the normal duration of 217 days to 211 days and experience a decrease in costs from normal costs of IDR 4,598,262,655.54 to IDR 4,592,466,197.77 so that the project experiences cost savings of IDR 5,796,457.77

Analisis Percepatan Waktu Dan Biaya Menggunakan Metode Crashing (Penambahan Jam Kerja) Pada Proyek Konstruksi (Studi Kasus : Proyek Pembangunan Villa Old Man’s)

I Komang Bhavana Yoga Indriya Nigraha — 2023-12-29

The financial benefits obtained by construction companies are very dependent on the company's expertise in planning. Time, quality and cost planning is very important to be done in a construction implementation process. In project implementation, there are often schedule discrepancies in the field which can result in increased time and cost overruns, one of the causes of delays that often occur is weather factors.

To overcome this problem, it is necessary to accelerate the implementation time by adding overtime working hours. The purpose of this study is to determine changes in cost and time after accelerating using the Crashing method

Acceleration with the addition of 4 hours of overtime results in a duration of 118 days with a normal duration of 132 days, a difference of 12 days and the cost obtained is Rp. 2,313,978,117.87 from the normal cost of Rp. 2,228,032,229.11 has a difference of Rp. 85,945,888.76. While the acceleration with the addition of 3 hours of overtime results in a duration of 122 days with a normal duration of 132 days has a difference of 10 days and the cost obtained is Rp. 2,287,159,202.68 87 of the normal cost of Rp. 2,228,032,229.11 has a difference of Rp. 59,126,973.57

Perbandingan Biaya Dan Waktu Perancah Bambu Dan Scaffolding Pada Proyek Pembangunan Pasar Singamandawa Kintamani Tahap I

I Gede Bintang Putra Kumara — 2023-12-29

The development of the Indonesian industrial world in the construction sector is currently increasing rapidly. This affects the competition of scaffolding rental companies. However, until now there are still many construction projects that use bamboo scaffolding with various considerations for switching to scaffolding. The purpose of this study was to determine the cost and time comparison of using scaffolding and bamboo scaffolding in concrete column, floor plate, and beam structure work. This research was conducted at the Singamandawa Kintamani Market Development Project Phase I located on Jalan Raya Kintamani, Kintamani District, Bangli Regency, Bali by conducting field observations to obtain the necessary data. The results obtained from research on the Phase I Singamandawa Kintamani Market Development Project with an area of 490 m2, namely the total cost required for scaffolding is IDR 137,529,797.50, while for bamboo scaffolding it only costs IDR 91,456,977.50. The duration of the scaffolding installation and dismantling work was only 101 days, while the bamboo scaffolding took 121 days

Analisis Optimasi Waktu Dan Biaya Proyek Dengan Penambahan Sumber Daya Menggunakan Metode Time Cost Trade Off

I Made Ferian Panji Nugraha — 2023-12-29

Delayed completion of construction projects often leads to significant cost escalation and stands as a primary factor in project failure. This study aims to analyze project timeline acceleration and additional costs resulting from the augmentation of project resources using the Time Cost Trade Off method in the Proyek Pengembangan Gedung Rawat Inap Sekar Agung Rumah Sakit Ari Canti, Gianyar.Based on field data analysis, the project's progress indicated a delay with a deviation of - 0.76% in week 15. To address the potential for greater delay, researchers reduced work durations on critical paths through the Crashing method, utilizing Microsoft Project software. Worker productivity data was gathered from the field and processed using the Time Study method. Research findings reveal that augmenting project resources allows a 35-day acceleration in project timelines from the normal duration of 348 days, resulting in an optimal end duration of 313 days. The optimal cost incurred amounts to Rp31,568,037,631.00, resulting in a total cost savings of approximately Rp311,262,369.00

Analisis Kinerja Biaya Dan Waktu Dengan Metode Earned Value Pada Proyek Pembangunan Gedung Sdn 2 Serangan

Indra Santana Putra — 2023-12-29

The Serangan 2 Elementary School Building Development Project is a government project with a contract value of Rp. 2.409.029.226,00 with a planned implementation time of 180 calendar days. However, in its implementation, this project experienced delays due to narrow access roads and unfavorable weather conditions. To overcome this, an Analysis of Cost Performance and Project Implementation Time was carried out using the Earned Value Method on the project which aims to determine project performance in terms of cost and time and to know the estimated cost and project completion time using this method.

This research was conducted using the Earned Value method where this method provides project performance status in a reporting period and provides predictive information regarding costs and time required to complete all work based on performance indicators at the time of reporting.

From the results of the analysis, the cost performance index (CPI) = 1,156 > 1 means that the project is experiencing savings and the time performance index (SPI) = 1,024 > 1 means that the project implementation time is good (faster than planned). Based on estimated costs and time until the completion of the project, the results of the estimated project cost analysis are Rp. 2.084.130.544,08 with a difference or cost savings of Rp. 324.898.681,92 and an estimated time of 180 days which will be completed on time

Perbandingan Produktivitas Dan Biaya Pada Pekerjaan Pengecoran Menggunakan Alat Concrete Pump Dan Concrete Bucket Pada Proyek Pembangunan Gedung Kantor PT. Tunas Jaya Sanur Sidakarya

I Gede Bagus Satria Wibawa — 2023-12-29

In multi-storey building construction projects, it is common to find the use of heavy equipment to assist in carrying out work. In determining which heavy equipment to use, it is necessary to do an analysis to find out which heavy equipment has superior productivity and is cheaper in cost. In this research, it was carried out by calculating the productivity and labor costs of the tools in the casting between the concrete pump and the concrete bucket. Data collection was carried out at the PT Tunas Jaya Sanur Sidakarya office building construction project. Observations were made by recording the duration of the work, the amount, and the labor-tool costs during the casting.

In the analysis of productivity and labor cost of casting slabs and beams when viewed in terms of overall productivity and ideal productivity, it is known that the use of a concrete pump in casting slabs and beams is superior to concrete buckets, in terms of ideal productivity. Meanwhile, in the cost analysis, it is known that labor costs and concrete pump equipment are cheaper than concrete buckets

Metode Pelaksanaan Pekerjaanpondasi Borepile Dan Tiang Pancangpada Proyek Kontruksirevitalisasi Pasar Tematik Wisata Ubud

I Gusti Ngurah Bayu Artha — 2023-12-29

The foundation is the most important part in planning the substructure, because selecting an appropriate foundation for a building can expedite the construction work process for that building. The foundation is a building structure that is at the bottom of the building. The existence of a foundation cannot be separated from the structure of the building itself, because the foundation is the part of the structure that distributes the load from the structure above it to the supporting soil layers below it without any settlement in the structural system. The objective of this final assignment is to find out the working methods of each foundation, calculate the costs of implementation and calculate the implementation time and impact on the surrounding environment. For the borepile foundation, the soil is drilled first, followed by installing reinforcement and casting, while for the pile foundation, the press method is used with a jack-in type hydraulic tool with a capacity of 120 tons at the erection stage. Based on the calculation results, the cost of implementing a borepile foundation is cheaper than a pile foundation

Perencanaan Pondasi Pada Proyek Pembangunan Gedung C Blok 2 Undiknas Denpasar

I Kadek Satya Hagi Dp — 2023-12-29

The knowledge that has been learned about foundations is the author's background in trying to plan the substructure in the c block 2 building construction project at UNDIKNAS Denpasar. This research was conducted in the building project c block 2 of UNDIKNAS Denpasar. There are two types of data used, namely primary data containing superstructure loading data and secondary data containing architectural drawings and sondir test data. This type of research uses quantitative research. This research was carried out (1) to determine the proper pile dimensions and number of piles to support Building C Block 2, National Education University (UNDIKNAS) Denpasar. (2) To find out the safety factor of the piles on each foundation of Building C Block 2, National Education University (UNDIKNAS) Denpasar. Based on the results of the study, it was found (1) The dimensions of the piles from the analysis results were 45 x 45 cm. the number of piles to be installed in columns K1A, K1E, K2A, K2E, K4A, and K4E is 5 piles, in columns K1B, K1C, K1D, K2B, K2C, K2D, K3C, K3D, K3E, K4B, K4C, and K4D was installed with 7 piles, and for columns K3A and K3B, 9 piles were installed. (2) The factor of safety of the piles on the foundation on column K1A is 1.968; in column K1B is 1.725; in column K1C is 1.748; in column K1D is 1.724; in column K1E is 2.174; in column K2A is 4.995; in column K2B is 2.377; in column K2C is 1.802; in column K2D is 1.699; in column K2E is 2.626; in column K3A is 1.476; in the K3B column is 1.297; in column K3C is 1.246; in the K3D column is 1.198; in the K3E column is 1.709; in column K4A is 3.656; in column K4B is 2.012; in column K4C is 1.493; in column K4D is 1.478; in column K4E is 2.342

Evaluasi Anggaran Biaya Dan Pelaksanaan Pekerjaan Struktur Pada Proyek Pembangunan Villa Erin Vandeermer, Kerobokan, Badung

Gede Reza Citarsa Putra — 2023-12-29

The Construction Project Implementation Budget Plan (IBP) is one of the completeness documents needed in an operational project implementation, as a reference for operational implementation of the Erin Vandeermer Villa project located on Bumbak Street, Kerobokan, North Kuta District, Badung Regency, Bali.

The total amount of the IBP resulting from the calculation of the structural work is Rp. 2,025,814,777.43. Meanwhile, the magnitude of the value of the Budget Plan (BP) for structural work from the contractor PT. Wayan Construction is Rp. 2,550,053,047.55. So the difference between the IBP and the BP is IDR 524,238,270.12.

The contractor's advantages in structural work are; 10% profit from the BP by the contractor PT. Wayan Construction of IDR 255,005,304.76, plus the difference from the IBP with the BP of IDR 524,238,270.12. So that the total profit is IDR 779,243,574.88 or the contractor's profit is 30.56%.

Analisis Tingkat Produktivitas Tenaga Kerja Pada Proyek Pembangunan Embung Getakan Klungkung

I Komang Taruna Sarimartha — 2023-12-29

The labor productivity is one of the essential things in the construction field. This research aims to investigate the level of productivity of the workforce in Embung Getakan Klungkung development project to find out what kind of factors are possible to influence the productivity level of a workforce in Embung Getakan Klungkung development project. A descriptive qualitative analysis method was applied in this study by collecting both primary and secondary data. Therefore, the researcher was able to present an illustration and a clear elaboration regarding a certain condition or phenomenon as well, with the result that the researcgher was able to draw a conclusion on the factors that affect the level of productivity by the workforce in embung gentakan klungkung development projct. According to Thomas and mattew, a productivity of labor can be translated by this synonym: labor productivity = (amount of produce)/(unit of time). Based on a statistical test by using 7 variables that have determined, there were some factors to be found out: age, work experience, commission, thw ability to work, education, work discipline, also the condition in the field and the material. It can be concluded that those fctors were affecting the labor productivity that was located in Embung Getakan Klungkung project and it figured out tht the factor of field condition and material were the ones which highly affecting the productivity of the workforce. From the level of productivity result, there’s a significant differentiation between index value of the workforce in the field with the SNI. The productivity of labor whose way exceeded the standard was 54% and the productivity of labor whose way less than the standard was 46%.

Analisis Penerapan K3 Terhadap Biaya Proyek Menggunakan Metode HIRADC & JSA.

Kadek Satya Ritzka Deva Camuscaya — 2023-12-29

Construction activities entail high risks across various aspects. This research aims to recognize and address high risks in construction projects through the implementation of Occupational Health and Safety (OHS). OHS is applied to safeguard workers from potential hazards. The study employs the HIRADC (Hazard Identification, Risk Assessment, and Determining Controls) and JSA (Job Safety Analysis) methods to identify and manage risks. Research findings underscore the significance of OHS measures in reducing risks and ensuring safety on construction projects. Risk evaluation results categorize the project's risk level as "Moderate", indicating potential risks that need mitigation. Consequently, an additional cost of Rp. 44,238,454.00 is required for optimizing OHS, resulting in a total expense of Rp. 109,690,000.00. With a total project contract value of Rp. 31,879,300,000.00, the percentage of OHS costs is 0.34% of the total contract value. These findings emphasize the necessity of continuous awareness regarding effective OHS implementation within construction environments. This effort aims to establish safer workplaces and provide protection for all individuals involved in the project

Analisis Kinerja Supply Chain Management Terhadap Efisiensi Biaya Dan Waktu Pekerjaan Struktur Proyek SMPN 5 Abiansemal

Gede Dharmana Dwi Santika — 2023-12-29

The application of good material supply chain management will affect the success of a construction project. Based on observations made in the logistics process of reinforced concrete materials for the SMPN 5 Abiansemal project, problems were identified in the procurement process of several material items. Therefore, the author intends to conduct a study of supply chain management performance on the project in question, so that SCM performance indicators can be improved to improve cost efficiency and time of project implementation. SCM performance measurement on reinforced concrete structure work of this project is carried out using the Supply Chain Operation Reference (SCOR) method and indicator mapping using the Analytical Hierarchy Process (AHP) method. The parameters used are 2 core SCM processes, namely Plam and Source along with derivatives of performance attributes, namely reliability, responsiveness, and cost. There are 8 performance indicators that are assessed by data collection methods through the process of interviews, observations, and questionnaires. Based on the results of data processing, SCM's performance obtained a total value of 84.49 with a good predicate. As for based on the normalization value of snorm de boer, there are 2 indicators and 1 sub-indicator that get an average value, namely the raw material planning accuracy and source cycle time indicators and the lead time of reload sub-indicator on K250 concrete material. In general, the SCM process on the project has positive implications on the cost aspect because it is lower than the bid price, with a total source cost of Rp 1,840,081,000 While in the time aspect, especially the procurement of K-250 concrete needs to be improved because it requires a waiting time of 2.9 hours so that the casting time is calculated for 10 hours 24 minutes with overtime against the limit of working hours for 4 hours 14 minutes

Analisis Anggaran Biaya Keselamatan Dan Kesehatan Kerja Pada Pemeliharaan Bangunan Gedung The Sanctoo Resort

Ni Made Sintya Rani — 2023-12-29

The hotel facilities need to pay attention to the regular maintenance of the building to support the comfort of those facilities. Regular building maintenance is a mandatory requirement for structures serving the public interest. Maintenance work is part of construction activities. In every construction project implementation, achieving zero accidents is ensure project success in terms of time, cost, and quality. Maintenance at The Sanctoo Resort is carried out periodically, but risk identification, assessment, and mitigation have not been done in detail, and the calculation of Occupational Health and Safety (OHS) maintenance costs has not been conducted in detail either. The purpose of this study is to identify risks, assess risks, identify mitigations, and determine the OHS costs for the maintenance of The Sanctoo Resort building. Data collection methods used in this research are interviews and direct field observations, as well as a price survey for OHS costs. The analysis is conducted using Microsoft Excel. Based on the analysis results, 15 risks have been identified in the maintenance work of The Sanctoo Resort building. Based on the assessment, 8 of these risks fall into the low-risk category, and 7 fall into the moderate-risk category. Mitigations implemented to prevent risks during the maintenance work at The Sanctoo Resort building include using Personal Protective Equipment and safety equipment. Additionally, maintaining a clean work area and ensuring adequate lighting in the work area are also part of the mitigation measures. The calculated OHS cost for the maintenance of The Sanctoo Resort building is Rp75,252,000.

Pengaruh Change Order Terhadap Biaya dan Waktu pada Proyek Konstruksi di Kota Denpasar

I Gusti Ayu Wulan Krisna Dewi — 2023-12-29

Change orders often occur in construction projects, including in buildings, involving additions, replacements, or reductions in work items during the construction process that can impact the cost and duration of the project. Frequently, change orders have negative effects on these aspects, including in construction projects in Denpasar. Therefore, an analysis is needed to understand the extent of the negative impact resulting from the occurrence of change orders. The objective of this research is to measure the influence of change orders on costs and time in construction projects in Denpasar. The initial step of this study involves a literature review to identify variables and indicators related to change orders and their impact on costs and time in project implementation. Subsequently, a questionnaire is developed and distributed in Denpasar to project managers, site managers, and relevant project leaders as respondents. The collected data is then analyzed using the Partial Least Square (PLS) method. The research results indicate that the presence of change orders has a significant negative impact on the costs and time of the implementation of building projects in Denpasar. The percentage of influence from the occurrence of change orders is 31.6% on costs and 23.2% on project duration.

Analisis Pemilihan Moda Angkutan Pribadi Fakultas Teknik UAJY

Imam Basuki — 2023-12-29

Dalam melakukan pergerakan harian manusia dari satu tempat ke tempat lain membutuhkan moda transportasi. Dalam konteks ini, kepemilikan dan penggunaan kendaraan pribadi dan umum dapat dikatakan sebagai salah satu alternatif bagi masyarakat dalam memenuhi tuntutan pergerakan. Secara spesifik dalam pola perjalanan terdapat informasi tentang karakteristik pelaku perjalanan dan jenis aktivitas individu atau orang per orang. Yogyakarta sebagai kota pelajar yang identik dengan institusi pendidikan beserta kampus, tentunya banyak terdapat kampus-kampus salah satunya Universitas Atma Jaya Yogyakarta. Seiring dengan hal tersebut, penelitian tentang perilaku preferensi penggunaan kendaraan transportasi mahasiswa, bertujuan mengkaji kriteria-kriteria yang mempengaruhi preferensi penggunaan angkutan pribadi dalam perjalanan harian ke UAJY, dengan menggunakan metode Analytic Hierarchy Process dengan software expert choice versi 11. untuk mengetahui alternatif yang paling dipilih

Hasil penelitian menunjukkan prioritas pertama dalam pemilihan moda transportasi bagi mahasiswa/i Fakultas Teknik UAJY untuk perjalanan kuliah adalah faktor biaya sebesar 39,1% disusul kriteria waktu sebesar 36,1%, dan kriteria nyaman sebesar 2,48%. Moda yang dominan dipilih oleh mahasiswa/i dalam melakukan kegiatan perkuliahan adalah sepeda motor. Alternatif moda pilihan selanjutnya adalah mobil pribadi.

Evaluasi Aksesibilitas Halte Trans Metro Dewata Koridor 5

Fransiska Moi — 2023-12-29

Bali sebagai destinasi wisata perlu meningkatkan pelayanan angkutan umum, salah satunya adalah melakukan evaluasi aksesibilitas halte-halte yang ada pada koridor 5 bus trans metro dewata. Peningkatan jumlah penduduk dan jumlah wisatawan merupakan salah satu penyebab kemacetan di Bali. Oleh karena itu perlu dilakukan pengalihan penggunaan angkutan pribadi ke angkutan umum. Trans Metro Dewata merupakan sistem transportasi BRT yang beroperasi di Bali sejak September 2020 di Bali, yang merupakan program dari Kementerian Perhubungan RI melalui Direktorat Jenderal Perhubungan Darat. Kesulitan melakukan akses ke halte menjadi salah satu penyebab kurangnya minat masyarakat menggunakan angkutan trans metro dewata. Dari hasil evaluasi didapatkan aksesibilitas halte trans metro dewata koridor 5 sudah cukup baik seperti waktu tempuh menuju halte kurang dari 5 menit dengan presentasi tertinggi 77,32%. Untuk moda yang paling dominan digunakan menuju halte adalah angkutan pribadi sebesar 58,3%. Sedangkan biaya menuju halte yang paling dominan adalah kurang dari Rp. 5,000.00 sebesar 52,11%.