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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.
Inovasi Penggunaan Drywall Sebagai Material Penutup Dinding Ditinjau Dari Aspek Biaya Yuni, Ni Kadek Sri Ebtha; Sudiasa, I Wayan; Suardika, I Nyoman; Sudiarta, I Komang; Yuliana, Ni Putu Indah
Menara: Jurnal Teknik Sipil Vol. 19 No. 2 (2024): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v19i2.47724

Abstract

Sampai saat ini pekerjaan dinding masih banyak menggunakan material berupa bata merah, bata ringan, batako, dan panel. Begitu pula dilihat dari penelitian yang berkaitan dengan value engineering sebagian besar mengkaji tentang penggunaan material tersebut. Saat ini semakin berkembang inovasi dalam dunia konstruksi. Salah satunga adalah penggunaan system drywall sebagai dinding. Drywall adalah system dinding yang dikerjakan tanpa menggunakan mortar dan air. Drywall ini menerapkan material rangka baja ringan dan serat semen atau gypsum. Wet area seperti Ruangan mandi, dapur, dan dinding luar akan dipilih material gypsumboard yang tahan air. Penggunaan system ini memiliki manfaat yaitu memudahkan dalam pengaturan ruangan, apabila dikemudian hari menginginkan perubahan tata ruang, maka proses pembongkaran tidak memerlukan waktu lama. Biaya pekerjaan drywall berbeda-beda sesuai dengan fungsi dan Lokasi area pemasangan. Untuk area basah dan area luar menggunakan bahan tahan air dan panas. Untuk pekerjaan dinding yang difungsikan sebagai penyekat ruangan diperoleh harga Rp 798.623 per m2, dan untuk dinding luar Rp 1.174.705.
Model Perhitungan Tingkat Komponen Dalam Negeri (TKDN) Pengadaan Jasa Konstruksi Di Provinsi Bali Bambang Wahyudi, I Gede; Sudiasa, I Wayan; Putra, I Gusti Putu Adi Suartika; Yuni, Ni Kadek Sri Ebtha; Yuliana, Ni Putu Indah
Menara: Jurnal Teknik Sipil Vol. 20 No. 1 (2025): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v20i1.48468

Abstract

Penetapan nilai TKDN diatur pemerintah melalui kebijakan dan peraturan yang ditetapkan. Perhitungan umumnya dilakukan pada pengadaan barang dan jasa. Pengadaan konstruksi pemerintah mencakup beberapa komponen yang harus dihitung sebelum dilaksanakan proses tender yaitu RAB, spesifikasi teknis, metode pelaksanaan pekerjaan dan juga nilai TKDN. Penelitian ini akan dilaksanakan pada UKPBJ Provinsi Bali. Penelitian akan menggunakan metode deskriptif kuantitatif dan pengumpulan data dalam bentuk survey dan wawancara. Survey mengukur persentase nilai pada masing-masing variabel yang digunakan untuk menentukan nilai komponen dalam negeri  jasa konstruksi. Wawancara mengetahui besaran nilai yang diterapkan pada masing-masing variabel. Wawancara dilakukan kepada Pejabat Pembuat Komitmen atau tim teknis. Analisis data menggunakan analisis modus melalui Microsoft Excel dengan memasukkan semua komponen yang dianalisis. Variabel yang digunakan untuk menghitung nilai komponen dalam negeri pekerjaan Pengadaan Jasa Konstruksi Pemerintah di Provinsi Bali adalah Analisa Harga Satuan Pekerjaan dan Nilai yang ditetapkan konsultan perencana. Model perhitungan komponen pekerjaan jasa konstruksi pemerintah Provinsi Bali setelah dianalisis menggunakan dasar analisis satuan pekerjaan dengan memperhitungkan Bahan, Material dan peralatan dengan minimal nilai komponen 40% dan Pekerja dengan 100% untuk warga lokal atau kewarganegaraan Indonesia dan Total keseluruhan nilai komponen pada pengadaan Jasa konstruksi di Provinsi Bali minimal TKDN dengan nilai 40%.
Identifikasi Kesenjangan Kinerja Konsultan Pengawas Konstruksi Di Kota Denpasar Damayanti, Tirtha; Ni Kadek Sri Ebtha Yuni; Ni Putu Indah Yuliana; I Gede Bambang Wahyudi
Menara: Jurnal Teknik Sipil Vol. 20 No. 1 (2025): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v20i1.51915

Abstract

Penelitian ini bertujuan untuk menganalisis upaya peningkatan hasil kerja jasa konsultan pengawas konstruksi di Kota Denpasar, dengan fokus pada evaluasi gap antara tingkat kepentingan dan pelaksanaan kebutuhan konsultan pengawas pada proyek pemerintah dan swasta. Data dikumpulkan melalui survei yang mengukur tingkat kepentingan dan pelaksanaan pada 10 kebutuhan konsultan pengawas yang diuji validitas dan reliabilitasnya. Hasil analisis gap menunjukkan bahwa pada proyek pemerintah, sebagian besar kebutuhan konsultan pengawas masih memerlukan perbaikan dalam pelaksanaannya, dengan gap yang berkisar antara 0,016 hingga 0,231 atau berada pada kategori gap rendah hingga sangat tinggi. Sebanyak 5 dari 10 kebutuhan konsultan pengawas pada proyek pemerintah masuk dalam kategori gap sedang, 1 kebutuhan dalam kategori gap sangat tinggi, dan 4 kebutuhan dalam kategori gap rendah. Pada proyek swasta, gap berkisar antara -0,037 hingga 0,138, dengan 1 kebutuhan pada kategori gap tinggi, 3 pada kategori gap sedang, dan 6 pada kategori gap rendah. Selanjutnya, penelitian ini menganalisis solusi peningkatan melalui focus group discussion (fgd), yang menghasilkan rekomendasi peningkatan seperti pendidikan dan pelatihan (untuk 4 kebutuhan), pelatihan manajerial, pembuatan prosedur kerja standar, dan sertifikasi keahlian. Upaya-upaya ini diharapkan dapat meningkatkan kualitas dan kinerja konsultan pengawas konstruksi di Kota Denpasar sesuai dengan harapan pengguna jasa.
PROPORSI PENGGUNAAN SUMBER DAYA PROYEK PADA BANGUNAN GEDUNG DI BALI Yuni, Ni Kadek Sri Ebtha; Sudiasa, I Wayan; Sudiarta, I Komang; Yuliana, Ni Putu Indah; Wahyudi, I Gede Bambang
Jurnal Ilmiah Poli Rekayasa Vol 19, No 2 (2024): April
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jipr.19.2.359

Abstract

Construction projects are activities carried out with limited time and costs. In its implementation, the project requires resources, namely materials, wages, tools and decisions on the use of subcontractors. Project implementation always begins with implementation planning. This activity consists of planning work methods, calculating project resource requirements, and determining the schedule for procuring these resources. Every project implementation always has risks in it. This risk can originate from human resources, implementation methods, and work environment conditions. Due to the limited time for implementing construction projects, it is not uncommon for planning project resource requirements to experience calculation errors. This error could be a lack of budget allocated to one of the project resource components. This research was carried out with the aim of obtaining the proportion of each resource, namely materials, wages and tools, which can later be used as a reference in preparing project plans in a short time. This research was conducted on a building construction project that functions as a hotel and villa. The projects reviewed are 2 hotels, 1 villa and 1 resort. The results of this research show that the average proportion of project resource use to the total value is (1) Materials 64.45%, (2) Wages 24.75%, (3) Tools 7.64%, and (4) use of subcontractors 3 .17%. The proportion of use of material resources, equipment, wages and subcontractors is greatly influenced by the type of building construction, material specifications and work contracts.
MANAJEMEN RISIKO ESTIMASI BIAYA PADA TAHAP PERENCANAAN PROYEK KONSTRUKSI Yuliana, Ni Putu Indah; Ebtha Yuni, Ni Kadek Sri
Jurnal Ilmiah Poli Rekayasa Vol 19, No 2 (2024): April
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jipr.19.2.360

Abstract

Cost estimation as a reference for analyzing the budget for the implementation of construction projects is very vulnerable to risks, so analysis is needed to reduce losses that can occur. The aim of study is to discover dominant risks, evaluate risks, define risk mitigation strategies and risks ownership to the cost estimation process at the planning stage. The research uses mix methods beetween qualitative and quantitative and data collection through surveys and interviews. The research respondents used the purposive sampling method. The results of the study showed that the identified risks amounted to 35 (thirty-five) risks and came from 9 (nine) risk sources. Risks that are included in the dominant category are unacceptable risks (unacceptable) as many as 10 risks and undesirable (undesirable) risks as many as 25 risks. The mitigation carried out is to appoint an experienced estimator, improve coordination between teams, ensure the availability and accuracy of data and learn more details of tender documents. The allocation of risk ownership on the contractor side is 33 risks (94.29%), followed by the owner and planning consultant each have 1 risk allocation (2.86%).
Analisis Penerapan Sistem Manajemen Keselamatan Kerja Di Proyek Gedung Yuliana, Ni Putu Indah; Dewi, I Gusti Ayu Wulan Krisna; Putra, I Gusti Putu Adi Suartika; Yuni, Ni Kadek Sri Ebtha; Wahyudi, I Gede Bambang
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3511

Abstract

The increasing development of construction projects has led to an increase of work accidents and insurance claims. This must be followed up with the implementation of a construction safety management system. This action is expected to reduce the number of accidents and illnesses due to work. The purpose of the study is to analyze the value level of implementation of construction safety management system and the factor that causing the discrepancy between the requirements and the implementation. This study uses a qualitative research method with a descriptive format. The results showed that the implementation rate of the Construction Safety Management System was 88.37% with the category of "Satisfactory Implementation". The factor that causing the discrepancy are the contractor leader rarely goes to the field to provide briefings related to occupational safety and health because it has been carried out by the project occupational safety and health management team, the implementation of the construction safety management system is good but there are still some differences because the project being worked on is a building construction project, the composition of the Occupational Safety and Health Management Team in the project is adjusted to the needs of the project so that emergency response officers and first aid officers in accidents are not provided in the field.
Optimalisasi Biaya Pelaksanaan Proyek Sumitra Hotel dan Resort Melalui Value Engineering Sintya Rani, Ni Made; Suryawan, Kadek Adi; Yuliana, Ni Putu Indah
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3544

Abstract

One of the most important elements influencing a building project's success is its implementation cost. Issues including ineffective material utilization, inept resources, and improper work method selection frequently arise during project execution. These problems may cause projects to be executed with significant time and expense overruns. Project cost control can be used to lessen these issues. Value engineering analysis is the research methodology employed. Value engineering is used to maximize project budgets by locating and removing wasteful spending. Optimizing building projects in terms of time, money, technology, and creativity is the goal of this study. Price surveys serve as the major means of gathering data for the descriptive quantitative research design. Project managers and material suppliers are among the respondents. The Unit Price Analysis (AHSP) and the Budget Plan (RAB) are two examples of secondary data that were employed. The best alternative design and the least expensive alternative design are the two categories into which alternative designs are divided based on the analysis results. The cheapest option's cost optimization is 9.95%, or Rp1,336,499,405, of the initial design cost, whereas the best option's is 9.14%, or Rp1,222,120,406..