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All Journal Program Kreativitas Mahasiswa - Pengabdian Kepada Masyarakat The Spirit of Society Journal : International Journal of Society Development and Engagement Jurnal Teknik Industri Terintegrasi (JUTIN) Devotion: Journal of Research and Community Service COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat International Journal on Advanced Technology, Engineering, and Information System (IJATEIS) Menara Pengabdian Jurnal Teknik Indonesia Jurnal Media Ilmu International Journal of Social Science and Community Service
Esti Wulandari
Pendidikan PKn, FPIPS, IKIP PGRI Madiun
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Mechanical Engineering Social Sciences Transportation Other

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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.
Analysis of Contractual Based Construction Implementation and Self-Managed Construction Implementation Based on Community Empowerment Suprapto, Aki’; Wulandari, Esti; Tjendani, Hanie Teki
International Journal of Social Science and Community Service Vol. 2 No. 3 (2024): JULY
Publisher : CV. Proaksara Global Transeduka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70865/ijsscs.v2i3.30

Abstract

This research aims to determine community empowerment-based self-management construction projects and contractual-based construction projects in Sumenep District, using the AHP (Analytical Hierachy Process) method. The AHP method is used to analyze the results of the questionnaire so that the weight value of the criteria and sub criteria can be known as the basis for selecting the implementation of construction activities. Based on the results of the analysis of alternative construction implementation contractual weight is 0.501 and community empowerment is 0.499. The implementation of contractual-based construction projects is preferred with consideration of a more organized implementation, both in time (time schedule) and regulations governing it such as sanctions and fines when there are obstacles in the field being part of the responsibility for the implementation of contractual-based construction. Contractual-based construction implementation tends to be more organized and in accordance with strict schedules and regulations, including sanctions and fines if there are obstacles in the field. In contrast, self-managed construction based on community empowerment, such as in the village fund program, often has leeway in terms of a longer implementation period and supervision carried out by the community itself, not by experts. Thus, stakeholders are expected to clarify the regulations governing which works are carried out in a self-managed manner and which works are carried out contractually in government programs.
Analisis Debit Banjir Rencana Menggunakan Metode Rasional di Jalan Karah, Kecamatan Karah, Kota Surabaya Bagaskara, Femas Putra; Wulandari, Esti; Safitri, Dika Ayu
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 9 No. 2 (2026): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v9i2.58153

Abstract

Flooding along Karah Street, Karah District, occurs due to the insufficient capacity of the drainage channel to accommodate surface runoff. This study aims to analyze the existing capacity of the drainage system and to evaluate its adequacy against the design discharge based on hydrological data using HEC-RAS software. The research method employed is descriptive quantitative, consisting of hydrological and hydraulic analyses. The data include maximum daily rainfall, topographic conditions, and field observations of the drainage channel. The hydrological analysis determines design rainfall using the Gumbel distribution and calculates runoff discharge using the rational method. The hydraulic analysis is performed by modeling channel capacity with HEC-RAS to determine whether the cross-section can accommodate the design discharge. This study is expected to provide an overview of the current condition of the Karah drainage system and serve as a basis for planning improvements to increase channel capacity and reduce flood potential in the area. 
Analisis Perencanaan Saluran Drainase Sebagai Upaya Pengendalian Genangan Banjir di Kawasan JL. Adityawarman, Surabaya Saka, Candra Diri; Wulandari, Esti; Safitri, Dika Ayu
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 9 No. 2 (2026): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v9i2.58302

Abstract

The recurring flooding problem in the Jl. Adityawarman area, Wonokromo District, Surabaya City, is caused by the existing drainage channels no longer being capable of accommodating stormwater runoff discharge. This study aims to analyze the design discharge of the drainage channels and evaluate the capacity of the existing drainage system in the area. The research employed a quantitative descriptive method through hydrological and hydraulic analyses. Maximum daily rainfall data for the 2016–2025 period from the two nearest rainfall stations were analyzed using the Thiessen Polygon method, Log Pearson Type III distribution, and the Rational method. The analysis results indicate design discharges of 5.244 m³/s for a 2-year return period, 6.619 m³/s for a 5-year return period, and 7.602 m³/s for a 10-year return period. The evaluation of the existing channel capacity showed that all 33 channel segments experienced overflow under all return periods, with capacities ranging from 0.36 to 4.92 m³/s. Therefore, an increase in the drainage system capacity in the Jl. Adityawarman area is required.
Co-Authors Agus Firmanda, Yocky Alves, Agata Maria Orleans Ariyanti, Menik Bagaskara, Femas Putra Budi Witjaksana, Budi Danang Dwi Nugroho Dika Ayu Safitri Dozier, Alpha Ekawati, Ridania Fathurokman, Hasan Alif Gatot Dwi Wahyono Gode, Dicky Gomes, Orlando Guesa Maiwinda Hadi, Suprapto Hanie Teki Tjendani, Hanie Teki Hartawan, Ade Sholeh Hudyantoro, Hudyantoro Jamiludin, Jamiludin Laksono Djoko Laksono Djoko Nugroho Lina Yuliani Luis, Laurenco Nailufar, Linda Naldi, Jepri Nugroho, Laksono D. Oetomo, Wateno Patriadi, Andi Prasetiyo W., Arif Pratiwi, Sekar Harum Putri, Mia Dewindi Sajiyo Sajiyo, Sajiyo Saka, Candra Diri Septiana, Vini Wela Septoraharjo, Eko Rony Septria, Metriani Setiyo, Anugrah Dwi Setyarini, Ika Oktavia Sulistianto, Leo Agus Suprapto, Aki’ Susanti, Dini Umarwoko Daniarto, Cornelius Windarti Agustina