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Jurnal Ilmu Teknik Sipil Indonesia (JITESNA)
Published by CV. Sinar Howuhowu
ISSN : -     EISSN : 31231721     DOI : https://doi.org/10.70134/jitesna
Core Subject : Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Mechanical Engineering Transportation
Jurnal Ilmu Teknik Sipil Indonesia (JITESNA) merupakan jurnal ilmiah peer-reviewed yang fokus pada penyebaran hasil penelitian, ulasan, dan studi kasus di bidang Teknik Sipil. Diterbitkan dua kali dalam setahun, JITESNA bertujuan untuk mendukung kemajuan akademik dan praktik profesional dalam rekayasa struktur, infrastruktur, dan manajemen konstruksi di Indonesia. Lingkup kajjian ``jurnal ini mencakup berbagai topik utama dalam teknik sipil, termasuk rekayasa struktur dan material bangunan, geoteknik dan teknik fondasi, teknik transportasi dan jalan raya, serta manajemen dan ekonomi konstruksi. Selain itu, jurnal ini juga membahas teknik sumber daya air dan irigasi, teknik lingkungan dan kinerja infrastruktur, serta penerapan teknologi baru dalam konstruksi seperti Building Information Modeling (BIM) dan smart infrastructure. JITESNA turut membuka ruang bagi publikasi yang mengangkat analisis risiko dan keselamatan konstruksi, serta studi kasus dan kajian lapangan dari proyek-proyek sipil yang relevan. Dengan cakupan topik yang luas dan relevan, JITESNA berkomitmen menjadi wadah akademik yang mendorong inovasi dan penyebaran pengetahuan dalam bidang teknik sipil secara berkelanjutan.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 46 Documents
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Analisis Penerapan Sistem Manajemen Keselamatan Dan Kesehatan Kerja (SMK3) Pada Proyek Konstruksi Bangunan Bertingkat, Studi Kasus Pembangunan Hotel Di Balige, Toba Anggun Lady Paska Sibuea; Sandra Aulia Sitompul; Agnes Monaliska Sitanggang; Aldi Harliansyah Harahap; Titonik Feberman Hia; Yuni Yolanda
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1397

Abstract

This study analyzes the implementation of the Occupational Health and Safety Management System (OHSMS/SMK3) at the Hotel XYZ construction project in Balige, Toba, North Sumatra. The project is a 16-story hotel building currently at the structural work stage (floors 6-8) at the time of observation. A qualitative observational method was used, carried out during a 3-month internship period. Data was collected through direct field observations covering risk activities, use of personal protective equipment (PPE), availability of K3 signs and facilities, as well as supervision and work procedures. The results show that high-risk activities such as working at height, heavy equipment operation, material lifting, welding, and electrical work were identified at the site. PPE consisting of safety helmets, reflective vests, safety shoes, work gloves, and full body harnesses were available; however, worker compliance in using PPE was still low. Several critical K3 facilities were not available, including K3 signs, assembly points, fire extinguishers (APAR), Lock Out-Tag Out (LOTO) systems, safety briefings, APD supervision, K3 SOPs, and K3 officers. These findings indicate that the SMK3 implementation at this project is still in the poor category based on the performance criteria of Ministerial Regulation PU No. 9 of 2008. Improvement recommendations include providing complete K3 facilities, implementing routine safety talks, strengthening supervision, and appointing competent K3 officers.
Kasifikasi Kondisi Saluran Drainase Perkotaan Berdasarkan Dimensi, Ketinggian Air, Dan Sedimentasi Di Medan, Indonesia Fifi Aliyda; Zulham Prasetyo; Yuni Yolanda; Rizky Simanjuntak; Rumillah Harahap; Wisnu Prayogo
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1401

Abstract

Urban drainage systems play an important role in managing stormwater runoff in urban areas. Rapid urban development often reduces infiltration areas and increases surface runoff, which can lead to flooding and waterlogging in several locations. This study aims to analyze the performance of urban drainage systems and identify factors causing water inundation in urban areas. The research method used is a descriptive quantitative approach by evaluating drainage channels based on rainfall data, channel capacity, sedimentation conditions, and supporting environmental factors. Secondary data were collected from previous studies and hydrological analysis results. The analysis includes rainfall intensity calculation, runoff discharge estimation, and comparison with existing drainage channel capacity. The results show that several drainage channels are unable to accommodate the design discharge due to sedimentation, waste accumulation, and changes in land use. In addition, insufficient maintenance of drainage channels also contributes to the reduced performance of the drainage system. Therefore, improvements in drainage channel capacity, routine maintenance, and integrated urban drainage planning are needed to reduce flood risks in urban areas. The results of this study are expected to provide useful information for local governments in improving urban drainage management systems.
Evaluasi Kinerja Sistem Drainase Berdasarkan Analisis Sedimentasi Di Jalan Makmur Hutan, Medan Tembung Oktavianus Napitu; Muhammad Al Bukhary; Rizky Simanjuntak; Wisnu Prayogo; Rumilla Harahap
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1422

Abstract

Urban drainage systems frequently experience performance degradation due to sedimentation and increased domestic wastewater, leading to inundation in residential areas. This study aims to evaluate the causes of inundation and sedimentation in the drainage system on Jalan Makmur Hutan, Medan Tembung District, Medan City. Primary data were obtained from seven observation segments through direct field measurements, including channel dimensions and sediment thickness, while secondary data consisted of 11-year rainfall records (2013–2023) from the Deli Serdang Climatology Station and population data for the same period. Hydrological analysis was conducted using the Log Pearson Type III distribution method to estimate design flood discharges for various return periods, and population projections for 2, 5, 10, 25, and 100 years were calculated using arithmetic, geometric, exponential, linear regression, and least square methods to estimate domestic wastewater discharge. The results showed that the average sediment thickness reached 0.27 m, reducing channel capacity by 29.7%, while the 5-year return period flood discharge was 6.34 m³/s. These findings indicate that sedimentation is the primary factor contributing to reduced drainage performance and frequent inundation in the study area. Therefore, regular channel normalization, routine maintenance, and integrated domestic wastewater management are essential to improve drainage performance and prevent future flooding.
Analisis Kinerja Manajemen Konstruksi Proyek Gedung Pembelajaran Sekolah Menengah Atas XYZ di Kediri Fatika La Viola Ifanka; Ammar Iqbal
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1538

Abstract

This study aims to analyze construction management performance in a five tiers learning building project at XYZ Senior High School, Kediri City, through the POAC (Planning, Organizing, Actuating, and Controlling) approach. Utilizing descriptive statistics and ranking analysis, the study evaluates management functions in high-rise construction. Data were gathered via questionnaires, interviews, and observations from 35 respondents, including site engineers, supervisors, contractors, and support staff with at least six months of project experience. Data analysis applied the mean value to determine indicator dominance. The results indicated that within the construction management work system, Organizing achieved the highest mean score of 3.52, followed by Controlling (3.44), Planning (3.35), and Actuating (3.30), demonstrating that a clear organizational structure and adaptive task division drive project success. Conversely, regarding project time, cost, and quality control, Controlling ranked highest (3.55), followed by Organizing (3.48) and Actuating (3.40), while Planning scored the lowest (3.32). This underscores the necessity of continuous monitoring and corrective actions amidst dynamic field conditions.The main challenges identified involve stakeholder coordination and field uncertainties requiring rapid response. Therefore, this study recommends enhancing coordination, implementing real-time digital monitoring, increasing team capacity, and integrating risk analysis during the planning stage to optimize high-rise building project control
Evaluasi Sistem Drainase Perkotaan Berdasarkan Curah Hujan Studi Kasus : Jalan Bambu Hingga Jalan Perjuanagn, Kota Medan, Sumatera Utara Annisa Zahra Fakhira; Khalill Gibran Diqri; Wisnu Prayogo; Rizky Simanjuntak; Rumilla Harahap
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1626

Abstract

Urban drainage systems play an important role in controlling stormwater runoff to prevent flooding and surface water ponding. This study aims to evaluate the condition of the drainage system on Jalan Bambu based on rainfall influence and the physical condition of the channels. The method used was direct field observation on six channel segments (Segments I–VI), including measurements of geometric parameters such as width, depth, and sediment height, as well as identification of existing channel conditions. The results show that most drainage channels experience a decline in function due to sediment deposits, organic and inorganic waste, and the growth of wild vegetation. The channel width ranges from 85–130 cm with depths of 52–224 cm, while sediment height reaches 5–14 cm. These conditions reduce flow capacity and increase the risk of flooding during high rainfall events. Some segments remain in relatively good condition, although waste accumulation still indicates insufficient maintenance. In conclusion, the drainage system on Jalan Bambu is not yet functioning optimally due to sediment and waste accumulation that obstructs flow. Therefore, channel normalization, routine maintenance, and increased public awareness of environmental cleanliness are required to improve drainage performance.
Analisis Biaya Dinding Plesteran Acian Vs Dinding Bata Ekspos Sederhana (Studi Kasus: Kota Palopo) Intang Intang; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1944

Abstract

Research on wall construction cost comparisons in Palopo City concludes that using simple exposed brick walls is much more economical and efficient than conventional plastering and skimming methods. Based on unit price analysis, the total cost for conventional wall construction requires an expenditure of Rp249,380.32 per m2. In contrast, the simple exposed brick method, which relies only on quality red bricks, neat joint finishing, and a transparent anti-moss coating, costs only Rp170,250.00 per m2. Although the material price for red bricks specifically chosen for the exposed method is slightly higher at the initial purchase, this approach proves capable of cutting the budget by up to 31.73%, saving approximately Rp79,130.32 per m2. This major saving occurs because the method completely eliminates the need for cement and sand materials for both plastering and skimming. Aside from financial advantages, eliminating the plastering and skimming stages also directly impacts the efficiency of worker duration in the field. This reduced construction time automatically lowers labor wage costs due to a drop in the man-hours index. Technically, applying simple exposed brick is not only effective in cutting construction budgets, but also accelerates the overall project completion schedule. This concept holds strong potential to serve as an alternative standard for residential or commercial building construction featuring an industrial-minimalist style in Palopo City, providing a solution that is economical, fast, and high in aesthetic value.
Analisis Perbandingan Rab Penggunaan Bata Merah Dan Bata Ringan (Hebel) Pada Rumah Tinggal Sederhana Tipe 36 (Studi Kasus Kota Palopo) Noviana Noviana; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1949

Abstract

Resource management and the selection of appropriate wall materials in the construction of simple type 36 residential houses play a crucial role in achieving cost efficiency without compromising building quality and structural standards. Wall masonry is one of the non-structural components with the largest work volume, absorbing a significant portion of the total budget. This study aims to analyze and compare the Budget Plan (RAB) and cost efficiency between conventional red brick and modern lightweight aerated concrete brick (Hebel) in the construction of a simple type 36 residential house in Palopo City, South Sulawesi. The research method applied is descriptive quantitative comparative analysis through field observations and mathematical calculations of net wall volume, Unit Price Analysis of Work (AHSP) based on local standards and material availability, as well as the total cost recapitulation of both materials. Based on the floor plan analysis, a net wall volume of  was obtained (after deducting  for door and window openings). The results of the unit price analysis (AHSP) per  showed that red brick masonry work costs IDR 153,830.00, whereas lightweight brick masonry costs IDR 116,230.00. In terms of total execution cost, wall work using red brick requires a budget of IDR 13,844,700.00, while converting to lightweight brick requires IDR 10,460,700.00. The application of lightweight brick (Hebel) is proven to generate cost savings of IDR 3,384,000.00, which corresponds to a budget efficiency of 24.44%. The primary factors driving the high efficiency of lightweight bricks are the lower labor coefficient due to precise block dimensions, faster installation times, and reduced adhesive material consumption using thin-bed mortar cement ( ). Therefore, lightweight brick (Hebel) is highly recommended as the most economical and optimal wall material choice for property developers and self-build communities in Palopo City.    
Perhitungan Efisiensi Biaya Pekerjaan Langit-Langit: Plafon Triplek vs Plafon GRC Putri Rahayu *Utti; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1958

Abstract

Pekerjaan langit-langit (plafon) memegang peranan krusialdalam estetika arsitektural, kenyamanan termal, sertaefisiensi biaya pada proyek konstruksi bangunan gedung. Penelitian ini bertujuan untuk menganalisis perbandinganefisiensi biaya secara mendalam antara penggunaan PlafonTriplek dan Plafon Glassfiber Reinforced Cement (GRC) berdasarkan harga material dan upah kerja lokal di Kota Palopo, Sulawesi Selatan tahun 2026. Metode penelitianmenggunakan pendekatan kuantitatif berbasis Analisis Harga Satuan Pekerjaan (AHSP) SNI/PUPR 2023 yang disesuaikandengan survei harga pasar dan observasi produktivitaslapangan pada tiga lokasi pembangunan rumah tinggal di Palopo. Perhitungan mencakup biaya bahan, upah tenagakerja, dan rangka pendukung (rangka kayu vs. rangka besihollow galvalum). Hasil analisis menunjukkan bahwa hargasatuan pekerjaan plafon triplek tebal 4 mm rangka kayu50x50 cm adalah sebesar Rp 118.750 / m², sedangkan plafonGRC tebal 4 mm rangka hollow galvalum sebesar Rp 142.300 / m², yang menunjukkan selisih biaya awal sebesar19,83% lebih mahal untuk GRC. Namun, ditinjau dari IndeksNilai Ekonomi (EVI) jangka panjang yang memperhitungkandaya tahan terhadap air dan risiko kebakaran, plafon GRC jauh lebih efisien hingga 27,41% dalam siklus hidup 15 tahun. Penulisan ini menyajikan rumusan matematis lengkap, analisis RAB rinci, serta rekomendasi teknis bagi praktisikonstruksi di wilayah Kota Palopo.
Estimasi Biaya Pembangunan Rumah Sederhana Dengan Metode Komparasi Rangka Atap Kayu Vs Baja Ringan (Studi Kasus: Luwu) Putri Rahayu; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1964

Abstract

With advancements in construction technology and the increasing scarcity of high-quality timber, selecting alternative materials for building roof trusses has become crucial. The scarcity of timber has made it difficult to procure and relatively expensive, leading to the widespread adoption of cold-formed steel (light-gauge steel) as a substitute. This study aims to analyze cost estimates and construction time efficiency for roof truss structures in simple residential buildings by comparing timber and cold-formed steel in the Luwu Regency area. The research employs a quantitative comparative approach, calculating work volumes based on the geometric specifications of a case study model, analyzing labor productivity, and compiling a Budget Plan (RAB) that specifically references the latest (2026) Unit Price Analysis (AHSP) indices and Indonesian National Standard (SNI) loading standards. The comparative results indicate that, in terms of structural strength and tensile quality, cold-formed steel exhibits more uniform and consistent performance than timber. Economically, although cold-formed steel may require additional bracing in large-span structures due to lower flexural rigidity, the total installation cost for roof trusses in standard residential buildings is lower and more economical than that of timber. Furthermore, regarding time efficiency, the installation of cold-formed steel roof trusses is significantly faster and requires less labor than conventional timber trusses. The use of cold-formed steel also offers technical advantages, such as termite resistance and non-flammability, while being more environmentally friendly by supporting forest conservation.  
Analisis Perbandingan Upah Borongan Vs Upah Harian Tenaga Kerja Dalam Penyusunan Rab Rumah Sederhana (Studi Kasus : Belopa) Raznilawati Raznilawati; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1965

Abstract

The construction sector plays a vital role in infrastructure development and economic growth, where project success is highly influenced by the efficient management of cost, time, and quality. One of the largest and most dynamic cost components in project execution is labor wages. This study aims to analyze the comparison of labor costs and financial efficiency levels between the daily wage system and the piece-rate (wholesale) wage system in formulating the Cost Budget Plan (RAB) for a type 36 simple residential house. The case study was conducted on a housing project in Pammanu Village, North Belopa District, Luwu Regency, South Sulawesi, in 2026. The research method applied was descriptive quantitative with a comparative approach. The Analysis of Work Unit Price (AHSP) was formulated based on the latest official national technical regulations applied in 2026, namely the Circular Letter of the Director General of Construction Development Number 47/SE/Dk/2026 regarding Guidelines for Estimating Construction Project Costs, and adjusted to the 2026 local market prices and labor wage fluctuations in Luwu Regency. The financial data analysis revealed that the total pure labor cost under the daily wage scheme was Rp110,000,000, resulting in a total project RAB (including materials, equipment, and a 10% overhead and profit margin) of Rp412,500,000. Meanwhile, the piece-rate wage scheme required a pure labor cost of Rp125,000,000, leading to a total project RAB of Rp429,000,000. There was a nominal budget discrepancy of Rp16,500,000. Based on the economic efficiency formulation, the implementation of the daily wage system proved to be 3.84% more financially efficient than the piece-rate system. Nevertheless, field observations indicated that the piece-rate wage system offers a non-financial advantage in accelerating the project duration due to high worker productivity motivation. This study concludes that the selection of the wage system must be tailored to the project's main priorities: the daily wage method is optimal for cost efficiency (cost-oriented), whereas the piece-rate method is suitable for schedule acceleration (time-oriented).  

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