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Penerapan DAGUSIBU untuk Meningkatkan Kualitas Gizi dan Pencegahan Diare Bagi Siswa Sekolah Dasar melalui Dapur Sehat dan Budi Daya Susanti, Dini; Ekawati, Ridania; Septiana, Vini Wela; Pratiwi, Sekar Harum; Naldi, Jepri; Putri, Mia Dewindi; Wulandari, Esti
Menara Pengabdian Vol 5, No 1 (2025): Vol. 5 No. 1 Juni 2025
Publisher : LPPM Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31869/jmp.v5i1.6525

Abstract

Penerapan DAGUSIBU (Dapur Sehat dan Budi Daya) merupakan sebuah inisiatif untuk meningkatkan kualitas gizi dan pencegahan diare bagi siswa sekolah dasar. Program ini mengintegrasikan dua aspek penting, yaitu penyediaan makanan sehat melalui dapur sehat yang memprioritaskan bahan makanan bergizi dan pemanfaatan budi daya tanaman lokal yang dapat diolah menjadi sumber pangan bergizi. Dalam konteks pencegahan diare, DAGUSIBU bertujuan untuk meningkatkan pemahaman siswa tentang pentingnya konsumsi makanan bergizi dan kebersihan makanan serta lingkungan. Melalui implementasi program ini, siswa tidak hanya diajarkan untuk memahami pola makan yang sehat, tetapi juga dilibatkan dalam kegiatan budi daya tanaman yang mendukung ketersediaan bahan makanan bergizi di sekolah. Evaluasi program menunjukkan adanya peningkatan pengetahuan siswa mengenai pentingnya gizi seimbang, pengurangan kejadian diare, dan peningkatan keterampilan siswa dalam mengelola konsumsi makanan sehat. Program DAGUSIBU berpotensi menjadi model dalam pengelolaan gizi dan pencegahan penyakit berbasis sekolah yang melibatkan partisipasi aktif siswa si Sekolah Dasar / Madrasah Ibtidaiyah. 
Analysis of Construction Costs on the Improvement of the Dupak Road Section in Surabaya City Adiputra, Reza; Wulandari, Esti; Witjaksana, Budi
Enrichment: Journal of Multidisciplinary Research and Development Vol. 3 No. 4 (2025): Enrichment: Journal of Multidisciplinary Research and Development
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/enrichment.v3i4.459

Abstract

The rapid growth of traffic in urban areas, especially on the Jalan Raya Dupak Surabaya section, has a significant impact on the decreasing age of road pavement plans and increasing the need for construction costs. This study aims to analyze and calculate the estimated cost of improving the Dupak road section in Surabaya City. Methods Analysis of average daily traffic data (LHR), calculation of single axle equivalent load (ESAL), and rigid pavement structure design taking into account the underlying soil conditions and projected traffic load over the life of the plan of 40 years. The results of the study show that traffic growth of 5.6% per year leads to a significant decrease in the life of the plan if it is not anticipated with the right pavement design. The estimated cost of road improvement reaches Rp 11,513,568,000.00. It is hoped that this research will help in planning the improvement of urban arterial roads to maintain the sustainability and efficiency of transportation infrastructure
Cost Analysis of Improving Urban Railway Services on Arjonegoro Commuter Setyarini, Ika Oktavia; Wulandari, Esti; Patriadi, Andi
Jurnal Teknik Indonesia Vol. 4 No. 3 (2025): Jurnal Teknik Indonesia
Publisher : Publica Scientific Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58860/jti.v3i4.753

Abstract

Improvement of train services will always develop along with the development of passenger demand. Likewise in the case of Arjonegoro Train as one of the mainstay urban trains in East Java. The development of local trains, especially Arjonegoro Train, triggers the public's desire to get optimal service. The increasing expectations of passengers can be the basis for planning to improve train services. However, every improvement plan also requires a mature budget and cost design so that the plan can be implemented properly. The data used in this study are primary and secondary data. 199 respondents were successfully obtained as primary data. This study uses descriptive analysis methods and literature studies in determining the service improvements needed and the cost of improving these services will be estimated. This study will examine the level of passenger satisfaction with 6 service variables to determine what services need to be improved from Arjonegoro Train. The results of the study showed that the service with the highest negative sentiment was in the availability of seats, availability of travel schedules, availability of platforms and availability of canopies. This can be mitigated by improving services in the form of adding 1 Trainset and improving the platform and canopy at the station with an estimated cost requirement for improving the Arjonegoro train service of Rp. 110,373,211,939.
Analysis of Urban Drainage System Based on Ponorogo City Spatial Planning Setiyo, Anugrah Dwi; Nugroho, Laksono Djoko; Wulandari, Esti
Jurnal Teknik Indonesia Vol. 4 No. 3 (2025): Jurnal Teknik Indonesia
Publisher : Publica Scientific Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58860/jti.v3i4.754

Abstract

The infrastructure problem in Ponorogo Regency is characterised by flooding in urban areas, which is attributable to deficiencies in the drainage system. The regions of Ponorogo City that are most susceptible to flooding include Jl. Pramuka, Jl. Jaksa Agung Suprapto, Jl. Bhayangkara, and Jl. Kbp Duriyat. The findings of the distribution suitability calculations for Ponorogo Rainfall Station over a period of 20 years demonstrate the validity of the calculations performed using the Log Pearson Type III method. Subsequently, the Normality Test was conducted in accordance with the Smirnov-Kolmogorov And Chi-Squared criteria. The Log Pearson Type III Method value was deemed to be acceptable. Consequently, the Log Pearson Type III Method was selected as the rainfall design based on a 10-year return period of 111,6819 mm. The results of the 10-year flood discharge analysis, with rational calculations for Jl. Pramuka Kanan at 0,879 m³/s, Jl. Pramuka Kiri at 0,949 m³/s, Jl. Jaksa Agung Suprapto Kanan at 0,662 m³/s, Jl. Suprapto Kiri at 0,722 m³/s, Jalan Bhayangkara Kanan at 0,520 m³/s, Jalan Bhayangkara Kiri at 0,654 m³/s, Jalan Kbp Duriyat Kanan at 0,574 m³/s, and Jalan Kbp Duriyat Kiri at 0,652 m³/s were observed. The calculation results indicate that the 10-year return period calculation discharge in the existing drainage channel exceeds the capacity, necessitating repairs. The repair was executed using U-Ditch 100 cm×100 cm for Jl. Pramuka Kanan, Jl. Pramuka Kiri, Jl. Jaksa Agung Suprapto Kanan, and Jl. Jaksa Agung Suprapto Kiri. In addition to the enhancements that have been made by utilising U-Ditch 80 cm×80 cm for Jl. Bhayangkara Kanan, Jl. Bhayangkara Kiri, Jl. KBP Duriyat Kanan and Jl. KBP Duriyat Kiri, further developments are anticipated.
Identification of Dominant Factors of Simple House Building Vulnerability in Earthquake-Prone Areas Using RVS and FTA Methods Candra M, Alang; Wulandari, Esti; Witjaksana, Budi
Enrichment: Journal of Multidisciplinary Research and Development Vol. 3 No. 6 (2025): Enrichment: Journal of Multidisciplinary Research and Development
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/enrichment.v3i6.488

Abstract

Indonesia is in an active seismic area prone to earthquakes, including the city of Surabaya, which is crossed by the Kendeng Fault. Many modest homes in the area were built without considering earthquake resistance standards, thus posing a high risk of damage and casualties. This research aims to evaluate the reliability level of simple house buildings against earthquakes in the Tandes, Asemrowo, and Sukomanunggal Districts, West Surabaya, which are crossed by the Kendeng Fault. The methods used are Rapid Visual Screening (RVS) based on FEMA P-154 guidelines and Fault Tree Analysis (FTA) as a deductive approach to map the causes of structural vulnerability. The results showed that none of the 30 housing units met the safety criteria; 76.7% of buildings require follow-up evaluation, and 23.3% are classified as unsafe. The dominant factors affecting vulnerability include non-standard foundation conditions, the absence of structural fastening elements, the use of wall materials without reinforcement, and the irregularity of building geometry. These findings indicate the need for technical intervention through structural retrofit, public education about earthquake-resistant buildings, and the formulation of regulations for the construction of residential houses in earthquake-prone zones. The combination of RVS and FTA methods has proven effective in providing a comprehensive overview of the structural condition of existing buildings and can be used as the basis for seismic risk mitigation strategies in urban areas.
Study Kelayakan Pembangunan Rawat Inap Puskesmas Ketrowonojoyo Kecamatan Kebonagung Kabupaten Pacitan Nugroho, Laksono D.; Wulandari, Esti; Setiyo, Anugrah Dwi; Gode, Dicky
COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat Vol. 5 No. 4 (2025): COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/comserva.v5i4.3330

Abstract

The feasibility of developing inpatient services at Ketrowonojoyo Public Health Center (Puskesmas) must comply with the requirements set in Minister of Health Regulation No. 43 of 2019 and No. 19 of 2024, which mandate adequate office space and service rooms to support the upgrade into an inpatient facility. The main problem lies in the limited facilities that do not yet meet regulatory standards, thus hindering service expansion. This study aims to evaluate the feasibility of establishing inpatient services through a SWOT analysis approach, focusing on infrastructure, human resources, and environmental management. The analysis shows that the Puskesmas requires the addition of seven service rooms to fulfill inpatient criteria, improved access and parking facilities, and upgraded medical waste management systems. Furthermore, the provision of essential human resources is needed, including one physician, six nurses, four midwives, two cleaning staff, four cooks, and two laundry staff, alongside continuous training to enhance medical and non-medical personnel competencies. The findings imply that with the planned additions, Ketrowonojoyo Puskesmas can provide inpatient services comparable in quality to hospitals in Pacitan, thereby improving accessibility and community trust in local health services.
Construction Management of Jati Weir Rehabilitation (Channel Madiun Irrigation Area) Magetan Regency with Value Engineering & Scheduling Implementation Management Planning Hadi, Suprapto; Oetomo, Wateno; Wulandari, Esti
Devotion : Journal of Research and Community Service Vol. 3 No. 14 (2022): Special Issue
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/dev.v3i14.301

Abstract

One of the infrastructure developments in the region that will soon be implemented is the construction of the Jati Weir rehabilitation construction project which is the main dam in the Madiun Irrigation Area (DI SIM) Main Channel in Magetan Regency. In order to maximize the results of cost and time, it is necessary to have a flexible technique or management in the work of this project. The method used to determine alternative types of construction that are efficient and effective in terms of cost and time is the application of Value Engineering in the Jati Weir rehabilitation planning work. Then to get the most effective and efficient time needed for the construction of the rehabilitation of the Jati Weir is done by analyzing the needs of time, labor and tools and the results of the analysis are included in the preparation of a work schedule with the help of Microsoft Project Manager 2021 software. The results of the Value Engineering analysis are the work items that can be done are the still pond items; The existing construction is a random pile of concrete blocks in the form of 1x1x0.5 m blocks with alternatives given to replace the existing construction are 1000 kg tetrapod concrete blocks and 1000 kg dolos concrete blocks; the selected alternative is 1000 kg dolos concrete blocks with a manufacturing and installation cost of Rp. 16,239,115,273.27. 16,239,115,273.27; The cost value of making and installing 1000 kg of dolos concrete blocks is reduced by Rp. 6,252,816,421.53 from the existing construction value; The overall total cost changes from Rp. 62,420,557,268.77 (excluding VAT/VAT) to Rp. 56,167,740,847.24 (excluding VAT/VAT) after Value Engineering. For the implementation schedule plan, the time for Preparatory Work takes a total of 42 working days and for the Jati Weir Rehab Work takes a total of 185 working days. The work is planned to start from March 01, 2023 and end on November 29, 2023.
Value Engineering In Planning Construction of Ampelsari Reservoir Pasuruan Regency Umarwoko Daniarto, Cornelius; Oetomo, Wateno; Wulandari, Esti
Devotion : Journal of Research and Community Service Vol. 3 No. 14 (2022): Special Issue
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/dev.v3i14.324

Abstract

Controlling the cost and time of project implementation is important in a project management process. In this research, a value engineering analysis will be carried out on the Ampelsari Reservoir construction plan to determine the most effective and cost-efficient alternative construction design. The application of value engineering to determine the amount of construction cost savings with a work plan includes: Information Stage, Creative Stage, Analysis Stage, and Recommendation Stage. The results of the value engineering analysis in this study obtained construction cost savings of Rp. 1,624,162,703.65 or 6.16% of the total initial design cost, with alternative designs selected in 3 (three) types of work, on Spillway Work with K-225 Reinforced Concrete and Cyclop Concrete work items (A3), on Gate Valve House Work with Concrete Rebate and U-Ditch 30 x 30 work items (B3), on Reservoir Work with HDPE Pipe work items dia. 2.5" (C2). 2.5" (C2)
Value Engineering For Drainage System Planning On Soekarno Hatta Road Malang City Agus Firmanda, Yocky; Oetomo, Wateno; Wulandari, Esti
Devotion : Journal of Research and Community Service Vol. 3 No. 14 (2022): Special Issue
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/dev.v3i14.331

Abstract

The development of residential areas is very rapid, both in hilly areas and in "water parking" areas. So that puddles occur in several places, where in the past it did not occur. Floods/puddles during the rainy season that occur in the channel area of Jalan Soekarno - Hatta are caused by the capacity of the existing drainage system being no longer able to accommodate rainwater runoff. The aim of this research is Determining alternative drainage structure designs that are more efficient and effective is carried out on Jalan Soekarno - Hatta Malang City using the Value Engineering method and determining cost and time savings after carrying out Value Engineering in the drainage system planning work on Jalan Soekarno - Hatta Malang City. The results of this study is After doing Value Engineering by following the work plan (Job Plan) alternative 2 has been obtained which is efficient because the cost is cheaper (Rp. 15,881,356.00) than other alternatives, and alternative 2 is more effective because time (23 days) is faster than other alternatives . Whereas the initial cost of the U Gutter pair (existing) work on the Drainage System Planning project to Overcome Floods on Jalan Soekarno - Hatta Malang City is Rp. 17,139,144,126.35. While the cost after being in VE, namely alternative 2 Box Culvert Structure, is Rp. 17,014,195,372.72 so that there is a cost savings of Rp. 124,948,753.62 or 0.46%
Performance Analysis on Road Implementation Project Based on Time and Cost Alves, Agata Maria Orleans; Tjendani, Hanie Teki; Wulandari, Esti
International Journal of Social Science and Community Service Vol. 2 No. 1 (2024): JANUARY
Publisher : CV. Proaksara Global Transeduka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70865/ijsscs.v2i1.10

Abstract

Effective time management is essential for ensuring project implementation aligns with the planned schedule, and one way to achieve this is through the use of Earned Value Analysis (EVA). EVA is employed to estimate the extent to which a project is progressing according to its work plan. This research aims to analyze the timeline of a road construction project using the Earned Value Analysis Method to estimate the final project completion time on a monthly basis. The methodology employed in this study involves the application of the Earned Value Method over a project duration of 18 months. The importance of the Earned Value Analysis Method lies in its ability to assist both the project owner and implementer in more easily analyzing the project's performance, thereby providing significant benefits for both parties. The study found that the project completion time did not align with the initial project schedule. Specifically, the calculation of the cumulative project completion time was 9 months, whereas the planned duration was 18 months. This indicates a delay of 7 months beyond the planned schedule.