Minister Of Public Works Research Articles

Perancangan Bangunan Pengolahan Sampah Terpadu (TPST) di Desa Turirejo Kecamatan Kedamean Kabupaten Gresik

This planning aims to determine the generation of waste, the composition of the waste, the design of the TPST and the Budget Plan in Turirejo Village, Kedamean District, Gresik Regency. The method used to plan this TPST is the method of projection and data analysis. The projection method that will be used in this planning is the Least Square method. The data processing method used is the Slovin method and the Krecjie-Morgan method. Then the design criteria used to plan the design of the TPST in Turirejo Village are guided by the Minister of Public Works of the Republic of Indonesia 2016 concerning the 3R TPS Technical Guidelines. The TPST building consists of an organic waste storage area, an enumeration room, a composting area, a compost warehouse, and an inorganic waste processing area. The Budget Plan required from the TPST development design plan in Turirejo Village is Rp. 677,049,266.

A Maintenance Cost and Work Performance Analysis on Irrigation Network at Kaubun Irrigation Area of East Kutai Regency, Indonesia

An irrigation network maintenance is an effort to maintain and secure the irrigation network to be always ready and well functioned. In facilitating its operational implementation and maintain its sustainability cycle, it can be attained through maintenance, repair, prevention, and security activities that must be conducted in continuity. The Kaubun irrigation area is one of the irrigation areas under the authority of central government with area length of 1,150 Ha (standard area) and 736 Ha (functional area), located in the East Kutai Regency. The Kaubun irrigation area has 1 (one) weir or dam and 2 (two) main canals. The irrigation network maintenance has not been carried out in routine and periodical ways either by the East Kalimantan Provincial Government or by the East Kutai Regency Government. Sediment accumulation is one of the main problems found in the secondary irrigation canal and able to cause canal blockage, reduced water flow capacity and increased infrastructure damage. This research was carried out by evaluating the Irrigation Network System and observing several factors causing channel damage with a guidance from regulation of Minister of Public Works and Public Housing Number:12/PRT/M/2015 on date 6 April 2015, regarding Exploitation and Maintenance of Irrigation Network. Result of the research showed that recapitulation of the work performance index for Kaubun Irrigation Network System was obtain the largest optimum value in Physical Infrastructure aspect with an index value of 29.01. Meanwhile, the result from main treatment priority by employing Analytic Hierarchy Process (AHP) method found the Physical Infrastructure aspect has a limiting value of 0.462. Finally, the routine and periodical maintenance costs for the Kaubun irrigation area is IDR.3.753.835.675.00

Quality Analysis of The Road Widening Project Towards Standards for The Grobogan Road Section - Jember District Limit (Link. 199)

Roads are a land transportation route that has been used since ancient times as a means for people to move places using existing transportation. In road construction efforts, it is necessary to have Standard Operating Procedures, or SOPs, that are used with the aim of improving worker performance, ensuring road quality, increasing profits, and company development. SOP is a method or work flow that has been standardized, is used as binding and directive instructions, and covers things from an activity that has steps or procedures. Currently, there are still many road work projects that are carried out without paying attention to existing SOPs, and this means that the quality of the concrete roads being made does not comply with applicable standards, which means that some parties may experience losses. There needs to be a good understanding of how SOPs comply with standards so that they can produce concrete of maximum quality. This writing was prepared using an analytical method using a literature study that refers to the Indonesian National Standards (SNI) and the PUPR Ministerial Regulation (Regulation of the Minister of Public Works and Public Housing).

Study of SPALD-T Implementation Based on Regulation of the Minister of Public Works and Public Housing Number 04/PRT/M/2017 (Case Study: Surabaya City)

PUPR Ministerial Decree No. 4 of 2017 states that SPALD development is based on 6 criteria including population density, groundwater depth, soil permeability, financing capacity, land slope, and specific areas. If it refers to one of these criteria, Surabaya City is potentially obliged to implement SPALD-T. This research aims to examine how SPALD-T can be implemented in Surabaya City in terms of technical and institutional aspects. The research method was carried out using descriptive analysis with additional mapping using GIS. Descriptive analysis was carried out to describe the condition of Surabaya City. Meanwhile, mapping is used to determine priority locations that can be implemented by the relevant agencies to implement SPALD-T in Surabaya City. Based on the studies that have been carried out, Surabaya City is included in the areas that need to implement SPALD-T in wastewater management efforts. Furthermore, from an institutional perspective, Surabaya City is ready to implement SPALD-T because it has mapped out the tasks between planning, construction, operations and maintenance. The scheme that can be implemented in Surabaya City is SPALD-T for residential areas with a service area of 1 RT 1 WWTP using an anaerobic processing system.

Domestic Component Level in Road Construction Projects Regarding the Regulation of Regulation of the Minister of Industry and Decree of the Minister of Public Works and Public Housing

Domestic Component Level in Road Construction Projects Regarding the Regulation of Regulation of the Minister of Industry and Decree of the Minister of Public Works and Public Housing

Challenges and Strategies in the Return of Land Bailout Funds for Toll Road Construction: A Detailed Analysis of PT Hutama Karya's Approach

This study explores the factors that cause the delay in the process of returning the Land Bailout Fund (LBF) and examines potential problems related to the inability of the Government of Indonesia to return LBF to PT Hutama Karya (HK) in the context of the Trans Sumatra Toll Road project. Using a qualitative case study methodology in the framework of empirical law, this study integrates Gustav Radbruch’s theory of legal objectives to analyze the current legal regulations. Primary data were collected through interviews with key informants and secondary data on the realization of LBF at PT HK. The findings show that the main cause of the delay is the length of time it takes for the Commitment Making Officer (CMO) to prepare the LBF return submission documents, coupled with the slow verification process at the State Asset Management Agency (SAMI). In addition, problems related to the Land Bailout Fund that cannot be returned arise when the land acquisition is outside the specified area or when the business use right permit is not extended. The current laws and regulations, including the regulations of the Minister of Public Works and Public Housing and the Minister of Finance, are unable to overcome this gap, resulting in the failure to achieve legal goals in terms of justice and legal certainty. This study shows that this legal ambiguity inhibits the effectiveness of the LBF mechanism and recommends legislative changes to address this gap. By refining the legal provisions, the study supports increased fairness and certainty, ultimately benefiting the government and entities such as PT HK.

Tribute to Those Who Defy Death

Abstract May 31, 2024 marks the 165th anniversary of the historic decision by ruler Alexandru Ioan Cuza to establish the first engineer unit in the Romanian Army. This decision was materialized by the annotation „it is agreed”, made by Alexandru Ioan Cuza, on the report of the Council of Ministers no. 1902, which was the basis for the establishment in Moldova of the first engineer battalion of the Romanian Army. This engineering battalion was made up of permanent workers, it was financed by public funds, and was commanded by engineer Panait Donici - the Moldovan Minister of Public Works, a prominent personality of the intellectual elite of the time, who, after his appointment to the military position, was also awarded the rank of captain. The fact that the maintenance of the battalion was carried out with public funds was a support of the civil society to the Romanian Army, which during the reign of Alexandru Ioan Cuza had entered a complex process of restructuring and modernization. The task of the battalion was not only to carry out missions aimed at making land communication routes to ensure economic and social links and trade within the country, but also the provision of supplies for the military combat structures. In this article, I would like to talk about this 165-year historical evolution of the Romanian Army’s engineering structures and the factors that determined this evolution.

Himpunan Ahli Teknik Hidraulik Indonesia

Indonesian Association of Hydraulic Engineers Pengurus Pusat Dear Colleagues, Scientists, and Practitioners.The biennial scientific meeting, the “HATHI International Seminar”, or “Hydraulic Engineering International Seminar” (HEIS) has been conducted in Jakarta on October 27th-28th 2023. The main theme of the 8th HEIS is “Water Actions Toward Climate Resilience, Green Economy and Sustainable Development.” Sustainable development under global challenges such as rapid population growth and climate change with limiting natural resources for the future, require solutions with proper hydraulic engineering development. The solutions should also compatible with integrated and sustainable water resources management. Sustainable development requires interlinkages between various sectors and a clear understanding of the water-food-energy nexus. In addition, greater interaction among sectors, rapid changes in rural and urban water demands, escalating water-related disasters, and major climate change impacts require advanced technology, state of the art-information technology, and even water resource management automation. Some solution is needed based on new management options and widely available hydraulic engineering technologies. This seminar provides an opportunity to exchange thoughts, knowledges, and experiences among regional and worldwide scientists, practitioners, and professionals in hydraulic engineering.This seminar has been successfully gathered 637 participants from many contries. The submitted manuscripts are divided into 11 sub-themes. From those, ‘dams and reservoirs’ is the theme with the most submitted manuscripts. Meanwhile, the ‘hydraulic modelling’ theme place in second for the most submitted manuscript. Manuscripts were selected based on reviewing process. Twelve reviewers have been contributed to review the submitted manuscripts. From 86 manuscripts that have been submitted, 43 manuscripts passed the editorial and reviewing process.The overall presentations and discussions during the seminar concluded that the outputs will undoubtedly contribute to remarkable concepts, strategies, lessons learned, and sharing of experiences in preparing some water-related action to cope with any problems and challenges, including the climate change. Based on this fact, I believe that the proceeding of this seminar will be a valuable document for the implementation of the water actions in achieving green economy and sustainable development.I would like to thank to Minister of Public Works and Housing for fully support and also the organizing committee, peers and writers, seniors and all members of HATHI for enormous supports to the seminar. Through this opportunity, I cordially invite all prospective colleagues to participate in the next Hydraulic Engineering International Seminar.List of Reviewer Team and Editorial Team are available in this Pdf.

Identification of landslide vulnerability in the Sendangsari Area, Pajangan District, Bantul, Yogyakarta based on the Weighting Method of Regulation of the Minister of Public Works No. 22/PRT/M/2007

Dusun Krebet, in the Sendangsari Village, sub-district of Pajangan, Bantul regency, is one of the villages situated in a limestone hill area. Due to its location in the hilly terrain, both morphologically and in terms of its geological composition, the Krebet village has the potential for and is at risk of landslides. This research identifies areas that fall into the category of landslide-prone disaster zones using the Weighting Method specified in the Indonesian Minister of PUPR Regulation No. 22/PRT/M/2007. The determination of landslide-prone disaster zones is based on seven parameters, which are slope, geological conditions, land use, water flow density, soil thickness, rainfall conditions, and seismic activity map overlay is conducted with the assistance of weighting based on the Indonesian Ministry of PUPR regulations, which represents a subjective factor according to the researcher’s perspective in the study area. This process results in two risk zones: low landslide risk and medium landslide risk. The research based on the Ministry of PUPR Regulation No. 22/PRT/M/2007 indicates that the Pajangan District is predominantly characterized by a low level of vulnerability to landslide disasters, with only a small area falling into the moderate vulnerability category. This is because the regulation places greater emphasis on the potential damage to infrastructure and does not give as much attention to disaster mitigation aspects that need to be implemented.

Analysis Of The Fulfillment Of The Housing Backlog Low-Income Community (MBR) And The Amount Of Land Used In The City Of Palembang

This study aims to analyze the amount of low-cost housing backlog (MBR) in the city of Palembang in 2025; calculate the number of uninhabitable houses as an addition to the housing backlog figure; calculate the land requirement for MBR housing in meeting the backlog in the city of Palembang; analyze the zoning for the placement of MBR housing with spatial patterns and spatial structures. This research uses a descriptive research method with a quantitative approach. The study was conducted in the city of Palembang, which is the seventh city with the highest housing backlog in Indonesia, with a backlog figure reaching 122,932 houses. Data collection was done through face-to-face interviews by asking questions to the chairman of the South Sumatra Real Estate Association, the Palembang City Perkim Department, about housing backlog in Palembang. Data analysis used the Cambridge method, Sustainable Development Goals method, Minister of Public Works and Public Housing Regulation No.995/KPTS/M/2021 method, & Regional Regulation No.05 of 2022 method. The latest backlog figure recorded in 2018 was 122,932 dwellings (Palembang City Perkim Department, 2021). Uninhabitable houses (RTLH) in Palembang in 2019 experienced a decrease and continued to increase in 2020. The effective land requirement for MBR housing and Fasum Fasos with a ratio of 60:40 is calculated, followed by data on built houses according to REI data in Palembang. The zoning for the placement of MBR housing land in Palembang, which reached 4,987.62 ha in 2025, must consider the spatial patterns and spatial structures of Palembang City.

Cost and Duration Analysis on the Variation of Soil Improvement Method on Port Development at West Java

Several port facilities, including a container terminal, was built in a port reclamation project in Subang Regency, West Java. The soil improvement method employed in most reclamation projects usually involves prefabricated vertical drains, deep cement mixing (DCM), pile method, etc. This study aims to analyze the varying soil improvement methods, specifically deep cement mixing method and the pile method using bamboo piles and compare them for work efficiency based on time and cost. The methodology used in this study included literature studies, and qualitative analysis based on keyword. Based on the analysis results on the aspect of duration, the preparation, installation/design, and installation of barriers with geotextile reinforcement, backfilling, and pavement for the DCM and pile method required 743.15 days and 763 days respectively. The cost review, which referred to the unit price of Minister of Public Works and Housing Regulation No. 1 year 2022, found that the DCM method requires higher costs than piles. The analysis results also shown that the DCM method is more efficient due to the process in the DCM method has a fast installation duration, does not require many human resources on one job, and the materials used are environmentally friendly and more durable in water.

Development of a Framework for Risk-Based Integrated Safety Audit to Enhance Construction Safety Performance

Presently, there is a notable surge in infrastructure development, leading to a heightened occurrence of accidents within the construction sector. This trend has positioned the construction industry as one of the most accident-prone areas compared to other sectors. This suggests that the current construction safety audit procedures have not proven effective in preventing accidents. Typically, audits are conducted primarily during the construction phase, with infrequent assessments during the design phase. According to the Szymberski theory, actions taken during the design phase significantly influence the occurrence of accidents more than those taken during construction. Previous research has discussed a lot about safety management systems. However, it has not discussed how to assure the quality of its implementation. Considering this, the research aims to (a) identify the processes, elements, activities, sub-elements, objectives, criteria, and risks associated with construction safety audits and (b) formulate an integrated, risk-based audit process covering both the design and construction phases. This qualitative research employed the Delphi method to gather insights from construction safety experts, and the developed audit process utilized a risk management approach. The resulting audit process integrates principles from ISO 19011:2018 and Regulation of the Minister of Public Works and Housing Number 10 of 2021. The findings revealed 34 activities in audit program management, 34 activities in audit implementation, and 32 sub-elements in audit criteria. These components are incorporated into a comprehensive construction safety audit framework, organizing audit processes, activities, and criteria. This framework underscores that improving construction safety performance is not solely confined to the construction phase but extends to the design phase as well. The audit results serve as a foundation for continuous improvement, aiding in enhancing safety performance and preventing accidents within the construction industry. Doi: 10.28991/CEJ-2024-010-03-08 Full Text: PDF

Analisis Profil Kecelakaan Konstruksi pada Proyek Bangunan Gedung di Indonesia

The construction sector is the highest contributor to construction accidents, which is 31.9% of the total construction accidents. One of the leading causes of accidents is the need for more awareness from workers and companies of the importance of implementing OHS at work. This situation arises due to the need for maximum planning and implementation of the Construction Safety Management System through the Minister of Public Works and Public Housing, and the Indonesian government has issued Regulation Number 10 of 2021 concerning construction safety guidelines. Data collection in this study is secondary data, namely construction accident reports by the Construction Safety Committee. The analysis used is archival analysis, where the report is mapped to produce statistics on construction accidents based on the type of project, time of occurrence, day of occurrence, the impact of the accident, and the cause of the accident. The results showed that the building became the first rank of construction project types with a percentage of 35% where the occurrence was in the morning before noon, namely 08.00-12.00, and on Tuesday became a day that often occurred construction accidents based on the construction safety committee. It was found that the cause of the accident was dominated by human factors and work equipment, which would impact the damage to the building itself with a percentage of 56%. The results of this study will be helpful for implementers/construction accident experts as guidelines for the future

Green open spaces: climate mitigation of climate change in Indonesia

Introduction: The provision of microclimate for young people is an important prerequisite for outdoor thermal comfort in urban communities. The microclimate consists of four elements: air temperature, humidity, wind speed and solar radiation. The City Green area consists of urban landscape, urban forest green, urban recreational green, sports green and garden green. The green open spaces are classified according to the state of the region, not according to the shape or structure of the vegetation. The green land is intended to maintain land availability as a catchment area. Methods: in this study the authors tried to use a systematic literature review method. This method tries to collect existing literature and articles which are then reviewed to look for potential green open spaces as a solution to addressing microclimates. Finding: In the early 1990s, the United Nations Framework Convention on Climate Change (UNFCCC) was established as the body to address global warming: mitigation and adaptation. Mitigation involves finding ways to slow, control or absorb greenhouse gas emissions from forests or other carbon "sinks". In response to global warming and climate change, the Government of Indonesia enacted Law No. 26 in 2007. Law No. 05/PRT/M/2008 on Spatial Planning and the Guidelines of the Minister of Public Works on the Provision and Use of Green Open Space in Urban Areas stipulate that green open space is defined as space that extends/expands and/or clusters, which is more open for human use, and is a place for plants to grow, both naturally and intentionally planted. Conclusion: Benefits of green space include supporting the health, welfare and safety of urban residents. Green spaces can also promote the production of natural resources, prevent natural disasters, protect the environment, promote health and safety, and promote entertainment activities and map development.

ANALYSIS OF WASTE MATERIAL COEFFICIENT FOR CONCRETE CASTING WORK USING BIM CUBICOST TAS

One of the construction project activities that has a large volume of work on the upper structure is casting work. In concrete requirement planning, contractors usually multiply the book by 10%. However, in practice, the concrete requirement is still less than planned. Therefore, concrete requirement planning must be calculated accurately. The volume of concrete needs to be multiplied by the waste material coefficient. This research was conducted on the XYZ Project by directly observing to obtain the volume of realized concrete purchased so that the value of the material coefficient that has taken into account waste material will be obtained. BIM Cubicost TAS is used to minimize planning volume calculation errors. The results of this study show that for horizontal casting work, the largest percentage of residual material is 3.133%, and the average percentage of residual material for horizontal casting is 2.192%. Meanwhile, for vertical casting work, the largest percentage of remaining material is 7.219% and the average percentage of remaining vertical casting material is 3.015%. Finally, the waste material coefficient is obtained as 1.022 for horizontal casting and 1.03 for vertical casting. In the AHSP Ministerial Regulation No. 1 of 2022, the coefficient value of materials for casting work using ready-mix concrete is 1.02. This reveals that the coefficient value in AHSP Minister of Public Works and Public Housing Regulation No. 1 of 2022 has not fully calculated the real waste material in the field. The analyzed coefficient values in this study can be used as a reference for the project to determine coefficients in the AHSP and aid in planning concrete volume requirements because it already takes into account the real waste material in the field.

Zero Emission Guide by The Last Indonesian Minister Regulation of 2022 Uses Blockchain – BIM for Green Efficiency

As a result of climate change poses a threat and crisis that is currently sweeping the world; one of them is causing drought, rising sea levels, melting polar ice, and heat waves; therefore, the target towards Net Zero Emission (NZE) in 2060 must be an obligation in all countries. Green Building (GB) is a building that meets Building Technical Standards, and It has demonstrated demonstrable success in conserving resources such as water, energy, and other resources. The application of GB principles following the function and classification in every stage of its implementation is expected to reduce greenhouse gas emissions. This research aims to analyze the cost of improvement work based on GB assessment, which is an influencing factor in applying the regulation from the Minister of Public Works and Public Housing (PUPR) Indonesian government. The Technical Guidelines for GB, through the Minister of PUPR No.1 of 2022, is the latest regulation in Indonesia. Blockchain- Building Information Modelling (BIM) and the Implementation of GB using Structural Equation Modelling–Partial Least Square (SEM-PLS) for the analysis. Applying Blockchain-BIM to overcome the cost constraints is proven to increase the cost performance of GB in modern shopping center buildings by 3 - 3.8% in the Basic rating. It is higher when selecting a zero-emission approach for other ratings, dramatically affecting the required green costs.

Analisis Faktor-Faktor Kinerja Sistem Keselamatan Kerja Konstruksi Proyek Bangunan Gedung Dinas Pendidikan Kota Sungai Penuh

The Indonesian government through the minister of Public Works and Public Housing has recently issued regulation Number 10 of 2021 concerning guidelines for construction safety management systems. The SMK3 Occupational Health and Safety Management System is part of the company's overall management system in order to control risks related to work activities in order to create a safe, efficient and productive workplace. The Construction Safety Management System is required to be implemented during construction because it is also part of the planning and control of the BPSDM PUPR project, 2021. In fact, in Sungai Full city in 2019-2021 experienced labor accidents, one of the projects was a school construction project at the Sungai Full City Education Office which could not be separated from the risk factors for accidents to its workers. Based on secondary data related to work accident information at the Sungai Full City education office School Building Construction Project, information was obtained that there had been 68 accident cases during 2019 – 2021. The purpose of this study is to identify the dominant factors and factors in the Implementation of Improving Performance Aspects of the Work Safety Management System of the Education Building Project in Sungai Full City, as well as providing solutions to improve the Performance of the Work Safety Management System. This study used quantitative methods by distributing questionnaires to respondents. The results of the research conducted there are 6 factors in the Work Safety Management System (SMKK) implemented in the implementation of the Education Building Project in Sungai Full City, consisting of Commitment factors, Project Managerial factors, K3 Regulations and Procedures factors, Worker Communication factors, Worker Competence factors, Work Environment factors, and Worker Involvement factors in K3.

Analisis Faktor-Faktor Pemeliharaan Aset Irigasi Kabupaten Tanah Datar

According to Minister of Public Works No. 12 of 2014, drainage with good conditions if drainage is able to control residential water so that it does not disturb and harm the community. However, looking at the current drainage conditions in Tanah Datar Regency, there are still many that are not well maintained. Based on field surveys, it was found that irrigation conditions in Tanah Datar district had good conditions of 56.69%, in other words, as many as 379 irrigation areas were only in good condition, the rest ± 43.31% were severely damaged and lightly damaged. This will affect planting productivity for farmers in the area around Tanah Datar Regency, (PSDA field of PUPR Office in 2023). The causes of damage to the irrigation network in Tanah Datar district in recent years are caused by landslides, overflow of irrigation water due to large amounts of sedimentation and garbage, lack of maintenance after irrigation is built, and lack of P3A members and community participation and sense of belonging to irrigation. The purpose of this study is to analyze, determine the dominant factors of irrigation asset maintenance management in Agam District and find solutions or solutions to improve the maintenance of irrigation assets in Tanah Datar District. This study used quantitative methods by distributing questionnaires to respondents. The results showed that there are 8 factors that determine the management of irrigation maintenance in Agam Regency, consisting of factors such as the physical condition of irrigation networks, planting productivity, planting facilities, personnel organization, documentation, P3A conditions, funds and community participation.

Analisis Faktor-Faktor Yang Mempengaruhi Permukiman Kumuh Ditinjau Dari Kriteria Kekumuhan Drainase (Studi Kasus: Desa Tanjung, Kecamatan Hamparan Rawang)

Based on the Regulation of the Minister of Public Works and Public Housing of the Republic of Indonesia Number 14/PRT/M/2018 concerning Quality Improvement of Slum Housing and Slum Settlements. It is stated that slum housing is housing that has decreased the quality of its function as a dwelling, while slums are settlements that are not habitable due to building irregularity, high building density, and unqualified building quality and facilities and infrastructure. Conditions in Tanjung Village, Hamparan Rawang District, Sungai Full City. The condition of Tanjung village, Hamparan Rawang District, Sungai Full City, is classified as a slum, judging from environmental drainage, there are collapses in drainage channels, a lot of garbage is thrown and accumulates in drainage channels, reducing the effectiveness of drainage channels, the amount of development in the area, and other bad conditions. The purpose of this study is to find out what factors affect drainage slums in Tanjung Village, Hamparan Rawang District, Sungai Full City, look for dominant factors and find strategies to prevent or minimize the occurrence of drainage slums in Tanjung Village, Hamparan Rawang District, Sungai Full City for the present and the future. This study used quantitative methods by distributing questionnaires to respondents. The results of the research conducted there are 5 factors that affect drainage slums, namely the inability of drainage to drain water runoff, unavailability of drainage, disconnection with urban drainage systems, lack of maintenance of drainage, collapse of drainage.

Study on Drinking Water Distribution System at Sekaran District Service Area in Lamongan Regency

Drinking Water Supply System (SPAM) organizers needs to carry out its duties and functions to fulfil the quality, quantity, and continuity for the community. From all SPAM service areas in Sekaran District, there are three villages, namely Manyar, Jugo, and Trosono Village which lack access to water. The three villages water pressure falls below the minimum pressure requirements of Minister of Public Works and Housing Regulation Number 27/RT/M/2016. Seeing that the continuity is not optimal, it is important to study the drinking water distribution network of one of the SPAM in District Sekaran service areas. Recommendations for pipeline network restoration involves conducting hydraulic simulation using EPANET 2.2 which identified the need to parallelize existing pipes and establish a new pipe with a diameter of 200 mm and a length of 1960 m that connects Ngarum Village and Jugo Village. In addition, expanded reservoir capacity is required to meet water demand because it will increase during the development year. Furthermore, based on the results of the demand pattern measurement, the pump schedule must be modified, as well as the quantity of functioning pumps to be able to meet the water supply demand when the development occurs.