MT. Haryono Street is an area of shops, hospitals, schools, campuses, markets and malls. However, several problems encountered in the field include unavailability of pedestrian facilities, damaged sidewalks and the conversion of sidewalks causing pedestrians to use the road body to walk. The research location is taken along the Dinoyo Intersection to Water Reservoir Tlogomas the distance of approximately 0.97 km which is divided into 17 observation segments. Desaign planning for good pedestrian path will provide a sense of security and comfort so that it does not cause intersection, avoids conflicts and does not walk on the road, which of course endangers pedestrian safety. The method used in this planning is a pedestrian facility performance analysis and pedestrian path design. Based on the results and discussion above, it can be concluded that the pedestrian path design planning with a width of 1.50 m assumes the need for two people. The sidewalk slope of 2% for the purpose of channeling surface water with the direction of the slope of the surface adjusted to the drainage plan. The planned ramps are placed at driveways, intersections and pedestrian crossings with an 8% slope rate.
{"title":"PERENCANAAN DESAIN JALUR PEJALAN KAKI PADA JALAN MT. HARYONO KOTA MALANG","authors":"Vivia Tiur Landhina, Burhamtoro Burhamtoro, Dwi Ratnaningsih","doi":"10.55404/jos-mrk.2021.02.03.144-149","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.144-149","url":null,"abstract":"MT. Haryono Street is an area of shops, hospitals, schools, campuses, markets and malls. However, several problems encountered in the field include unavailability of pedestrian facilities, damaged sidewalks and the conversion of sidewalks causing pedestrians to use the road body to walk. The research location is taken along the Dinoyo Intersection to Water Reservoir Tlogomas the distance of approximately 0.97 km which is divided into 17 observation segments. Desaign planning for good pedestrian path will provide a sense of security and comfort so that it does not cause intersection, avoids conflicts and does not walk on the road, which of course endangers pedestrian safety. The method used in this planning is a pedestrian facility performance analysis and pedestrian path design. Based on the results and discussion above, it can be concluded that the pedestrian path design planning with a width of 1.50 m assumes the need for two people. The sidewalk slope of 2% for the purpose of channeling surface water with the direction of the slope of the surface adjusted to the drainage plan. The planned ramps are placed at driveways, intersections and pedestrian crossings with an 8% slope rate.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129732515","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.292-297
Moch. Hafidz Al Basar, Moch. Khamim, Suselo Utoyo
The Construction Project of the Advanced Bendo Main Dam in Ponorogo is a project belonging to the Ministry of PUPR Director General of Water Resources BBWS Bengawan Solo SNVT Dam Construction of PPK Dam 1. This project aims to meet the needs of water and flood control in Ponorogo District because the area is hit by drought and often experiences flooding. Maximum utilization of water resources can greatly help various aspects of life. One form of maximum utilization of water resources is to build dams. The dam functions as a reservoir for water from the river which is collected and used to support activities in the community. The water that has been stored in the dam can be used to irrigate rice fields, hydropower, control floods, and of course as raw water reserves during the dry season. The right project planning is needed to realize the project on time, cost, and quality. The project planning discussion includes : (1) strategy implementation method, (2) quality plan, (3) K3, (4) project scheduling, (5) budgeting. The data needed in the preparation of Project Planning are project drawings, work plans and requirements, list of unit prices for wages, tools, and materials in Ponorogo 2020. In preparing the work schedule, the author using the Microsoft Project 2013 program and for project costs using the Microsoft Excel 2010 program. The results obtained are: (1) using the zoning method by dividing into 2 zones, (2) quality control, planning based on the quality plan and each of work items are reffering to technical specification and quality target (3) wearing personal protective equipment and placing work signs, (4) the project implementation is carried out within 405 working days, (5) at a cost of Rp 259.030.729.253,293.
{"title":"PROJECT PLANNING MAINDAM PADA PROYEK PEMBANGUNAN BENDUNGAN BENDO LANJUTAN KABUPATEN PONOROGO","authors":"Moch. Hafidz Al Basar, Moch. Khamim, Suselo Utoyo","doi":"10.55404/jos-mrk.2021.02.03.292-297","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.292-297","url":null,"abstract":"The Construction Project of the Advanced Bendo Main Dam in Ponorogo is a project belonging to the Ministry of PUPR Director General of Water Resources BBWS Bengawan Solo SNVT Dam Construction of PPK Dam 1. This project aims to meet the needs of water and flood control in Ponorogo District because the area is hit by drought and often experiences flooding. Maximum utilization of water resources can greatly help various aspects of life. One form of maximum utilization of water resources is to build dams. The dam functions as a reservoir for water from the river which is collected and used to support activities in the community. The water that has been stored in the dam can be used to irrigate rice fields, hydropower, control floods, and of course as raw water reserves during the dry season. The right project planning is needed to realize the project on time, cost, and quality. The project planning discussion includes : (1) strategy implementation method, (2) quality plan, (3) K3, (4) project scheduling, (5) budgeting. The data needed in the preparation of Project Planning are project drawings, work plans and requirements, list of unit prices for wages, tools, and materials in Ponorogo 2020. In preparing the work schedule, the author using the Microsoft Project 2013 program and for project costs using the Microsoft Excel 2010 program. The results obtained are: (1) using the zoning method by dividing into 2 zones, (2) quality control, planning based on the quality plan and each of work items are reffering to technical specification and quality target (3) wearing personal protective equipment and placing work signs, (4) the project implementation is carried out within 405 working days, (5) at a cost of Rp 259.030.729.253,293.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"12 6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129298555","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.162-167
Falah Barid, M. Subkhan, M. Marjono
Bogo Kidul Road - Borolor Road, Kediri District, East Java along 11,105km is a road that has the status of a road as a district road, and has a road classification as a primary collector road. That road is alternative road which connects Kediri District with Jombang District, so that road classified as bustling street, and overload causes damage on that road. That is underlying the importance to do evaluation pavement damage used SDI method to determine road repairment method. Result of damage survey Bogo Kidul Road - Borolor Road, Kediri District is the road with good condition along 7,505 km, road with medium condtion along 1,6 km, road with lightly damaged condition along 0,4 km, road with heavily damaged condition along 1,6 km. Average value road damage as big as 56 (medium damaged). Based on the results of existing research, then planned road treatment with good condition and medium condition do treatment routine maintenance along 9,105 km, while the road with lightly damaged condition and heavily damaged condition do treatment overlay along 2km
{"title":"EVALUASI KERUSAKAN PERKERASAN JALAN METODE SDI (Studi Kasus Ruas Jalan Bogo Kidul – Jalan Borolor, Kabupaten Kediri)","authors":"Falah Barid, M. Subkhan, M. Marjono","doi":"10.55404/jos-mrk.2021.02.03.162-167","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.162-167","url":null,"abstract":"Bogo Kidul Road - Borolor Road, Kediri District, East Java along 11,105km is a road that has the status of a road as a district road, and has a road classification as a primary collector road. That road is alternative road which connects Kediri District with Jombang District, so that road classified as bustling street, and overload causes damage on that road. That is underlying the importance to do evaluation pavement damage used SDI method to determine road repairment method. Result of damage survey Bogo Kidul Road - Borolor Road, Kediri District is the road with good condition along 7,505 km, road with medium condtion along 1,6 km, road with lightly damaged condition along 0,4 km, road with heavily damaged condition along 1,6 km. Average value road damage as big as 56 (medium damaged). Based on the results of existing research, then planned road treatment with good condition and medium condition do treatment routine maintenance along 9,105 km, while the road with lightly damaged condition and heavily damaged condition do treatment overlay along 2km","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123372242","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.13-19
P. Abadi, S. Riskijah, B. Burhamtoro
Growing population in Malang causing a housing need. In order to meet these needs, PT. The Ciputra Group built the Citra Garden City Housing located in Buring, Kedung Kandang District. Before the project was carried out, require the analysis of technical and financial feasibility by involving several aspects. The purposes of this thesis are to find out the feasibility study of investment in housing development and to know the investment feasibility of housing construction. The required data are basic design, work unit price analysis (AHSP) of PERMEN PU No.28 year 2016, Work and Material Unit Price (HSD) of Malang 2018, land cost, and license fee. Technical feasibility study refered to PERMENPERA No.11 year 2008, PERDA Kota Malang No.20 year 2011, and PERWALI Kota Malang No.29 year 2011. The results of the Feasibility Study obtained technically can be declared in accordance with applicable regulations with a score of 5. The regulations that have been met include the Koefisien Dasar Bangungan (KDB), Koefisien Lantai Bangunan (KLB), Tinggi Lantai Bangunan (TLB), Hunian Berimbang, and Site Plan.
玛琅人口增长导致住房需求增加。为了满足这些需求，PT. The Ciputra Group在Kedung Kandang区Buring建造了Citra花园城市住宅。在项目实施之前，需要通过涉及几个方面对技术和财务可行性进行分析。本文的目的是对住宅开发投资进行可行性研究，了解住宅建设的投资可行性。所需数据为基础设计、PERMEN PU No.28 year 2016工料单价分析(AHSP)、Malang 2018工料单价(HSD)、土地成本、许可费。技术可行性研究参考了2008年PERMENPERA No.11, 2011年PERDA Kota Malang No.20和2011年PERWALI Kota Malang No.29。技术上取得的可行性研究结果，可以按照有关规定申报，打5分。已满足的规定包括:KDB (Koefisien Dasar Bangungan)、KLB (Koefisien landai Bangunan)、TLB (Tinggi landai Bangunan)、Hunian Berimbang和Site Plan。
{"title":"THE TECHNICAL FEASIBILITY STUDY OF HOUSING MALANG","authors":"P. Abadi, S. Riskijah, B. Burhamtoro","doi":"10.55404/jos-mrk.2021.02.03.13-19","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.13-19","url":null,"abstract":"Growing population in Malang causing a housing need. In order to meet these needs, PT. The Ciputra Group built the Citra Garden City Housing located in Buring, Kedung Kandang District. Before the project was carried out, require the analysis of technical and financial feasibility by involving several aspects. The purposes of this thesis are to find out the feasibility study of investment in housing development and to know the investment feasibility of housing construction. The required data are basic design, work unit price analysis (AHSP) of PERMEN PU No.28 year 2016, Work and Material Unit Price (HSD) of Malang 2018, land cost, and license fee. Technical feasibility study refered to PERMENPERA No.11 year 2008, PERDA Kota Malang No.20 year 2011, and PERWALI Kota Malang No.29 year 2011. The results of the Feasibility Study obtained technically can be declared in accordance with applicable regulations with a score of 5. The regulations that have been met include the Koefisien Dasar Bangungan (KDB), Koefisien Lantai Bangunan (KLB), Tinggi Lantai Bangunan (TLB), Hunian Berimbang, and Site Plan.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"65 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126259752","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.227-232
Mohammad Dzikril Akbar, Suhariyanto Suhariyanto, Agus Sugiarto
The Cambio Lofts Apartment Construction Project in South Tangerang is a project owned by PT Graha Indah Semesta which was carried out by PT. Brantas Abipraya (Persero) with a contract value of IDR 640,000,000 for 1369 calendar days. project planning Properis needed to realize the project on time, cost, and quality. For this reason, it is necessary to prepare a project planning that includes organizational structure, site layout, strategy and implementation methods, quality and K3 plans, scheduling, and costs. The data needed in the preparation of Project Planning are project drawings, work plans and requirements, and basic unit prices. In preparing the work schedule using the program Microsoft Project 2019 and project costs using the program. Microsoft Excel 2019 The results of the preparation are, using a functional organizational structure, the strategy is to use two tower cranes and divide work zones, the quality of work is carried out by testing materials in the field to match technical specifications and SOP (Standard Operation Procedure) and for the prevention of work accidents, workers must use Personal Protective Equipment (PPE), and install work signs. The duration of the project is 950 calendar days with a budget of Rp. 574,259,927,661.21.
{"title":"PROJECT PLANNING PROYEK PEMBANGUNAN APARTEMEN CAMBIO LOFTS TANGERANG SELATAN","authors":"Mohammad Dzikril Akbar, Suhariyanto Suhariyanto, Agus Sugiarto","doi":"10.55404/jos-mrk.2021.02.03.227-232","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.227-232","url":null,"abstract":"The Cambio Lofts Apartment Construction Project in South Tangerang is a project owned by PT Graha Indah Semesta which was carried out by PT. Brantas Abipraya (Persero) with a contract value of IDR 640,000,000 for 1369 calendar days. project planning Properis needed to realize the project on time, cost, and quality. For this reason, it is necessary to prepare a project planning that includes organizational structure, site layout, strategy and implementation methods, quality and K3 plans, scheduling, and costs. The data needed in the preparation of Project Planning are project drawings, work plans and requirements, and basic unit prices. In preparing the work schedule using the program Microsoft Project 2019 and project costs using the program. Microsoft Excel 2019 The results of the preparation are, using a functional organizational structure, the strategy is to use two tower cranes and divide work zones, the quality of work is carried out by testing materials in the field to match technical specifications and SOP (Standard Operation Procedure) and for the prevention of work accidents, workers must use Personal Protective Equipment (PPE), and install work signs. The duration of the project is 950 calendar days with a budget of Rp. 574,259,927,661.21.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122406039","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.8-12
Alda Alda, Winda Harsanti, S. Sutikno
On West Bandulan Junction Street - Brigjend Katamso Street, Malang City often experiences inundation during the rainy season. The occurrence of flooding is caused by the capacity of the drainage channel which is not sufficient to accommodate the discharge of runoff, improper drainage planning garbage in the drainage channel, the amount of waste from households and industry and the large number of closed drainage channels because it is made for parking and community home yards . From this condition, the drainage re-design is carried out. This plan is made to re-design the dimensions of the drainage channels and calculate the WWTP (Wastewater Treatment Plant) requirements, as well as calculate the RAB. The results of the calculation of the planned channel dimensions are trapezoidal and square with the largest dimensions of the trapezoid having a width of 1.19 m, a bottom width of 0.8 m and a height of 1.09 m. while the largest dimension of a square has a width of 1.4 m and a height of 1.4 m. The results of the calculation of the need for WWTP require 4 WWTP with different capacities, namely IPAL 1 with a capacity of 4 m3, IPAL 2 with a capacity of 12 m3, IPAL 3 with a capacity of 3 m3, IPAL 2 with a capacity of 2 m3. Based on the results of the calculation of drainage redesign, it can be concluded that the cost of redesign the drainage and WWTP is Rp. 6,473,335,422.
{"title":"PERENCANAAN ULANG SISTEM DRAINASE DAN IPAL DI JALAN SIMPANG BANDULAN BARAT - JALAN BRIGJEND KATAMSO KOTA MALANG","authors":"Alda Alda, Winda Harsanti, S. Sutikno","doi":"10.55404/jos-mrk.2021.02.03.8-12","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.8-12","url":null,"abstract":"On West Bandulan Junction Street - Brigjend Katamso Street, Malang City often experiences inundation during the rainy season. The occurrence of flooding is caused by the capacity of the drainage channel which is not sufficient to accommodate the discharge of runoff, improper drainage planning garbage in the drainage channel, the amount of waste from households and industry and the large number of closed drainage channels because it is made for parking and community home yards . From this condition, the drainage re-design is carried out. This plan is made to re-design the dimensions of the drainage channels and calculate the WWTP (Wastewater Treatment Plant) requirements, as well as calculate the RAB. The results of the calculation of the planned channel dimensions are trapezoidal and square with the largest dimensions of the trapezoid having a width of 1.19 m, a bottom width of 0.8 m and a height of 1.09 m. while the largest dimension of a square has a width of 1.4 m and a height of 1.4 m. The results of the calculation of the need for WWTP require 4 WWTP with different capacities, namely IPAL 1 with a capacity of 4 m3, IPAL 2 with a capacity of 12 m3, IPAL 3 with a capacity of 3 m3, IPAL 2 with a capacity of 2 m3. Based on the results of the calculation of drainage redesign, it can be concluded that the cost of redesign the drainage and WWTP is Rp. 6,473,335,422.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115805046","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.67-71
rafif rahmatullah, M. Marjono, R. Sasongko
The road as a transportation system plays an important role, especially in supporting the economy in the Dompu district. Therefore, the planning of the Nangamiro road to the Pancasila road is a road needed by the community and is the main road for the mobility of agricultural / plantation products and also as one of the connecting access roads between Pancasila Village and Nangamiro Village, Pekat District, Dompu Regency to Kananga Village, District Tambora, Bima Regency. The road planning is made with 2 alternatives to choose the best and is planned using flexible pavement. This road planning includes road dimension planning, horizontal alignment and vertical alignment based on the Bina Marga Standard Guidelines for Inter-City Road Geometric Planning Procedures (No.038 / T / BM / 1997), and pavement planning using flexible pavement using the Pd T-01- method. 2002-B Planning Guidelines for Flexible Pavement Thickness. Based on this planning, it is obtained that the track length is 8.539 km with 5 bends of the SCS type with L1 = 190.995 m, L2 = 238.163 m, L3 = 137.031 m, L4 = 174.672 m, L5 = 214.306 m. 2 vertical curves are convex, namely Lv1 = 230.00 m, Lv3 = 230.00 m and 2 vertical curves, namely Lv2 = 230.00 m, Lv4 = 230.00 m, and the thickness of the flexible pavement layer is 7.00 cm with a total cost Rp 144,391,237,000.00,-.
道路作为一种交通系统发挥着重要的作用，特别是在支持东普地区的经济方面。因此，规划的Nangamiro路到Pancasila路是社区需要的道路，是农业/种植园产品流动的主要道路，也是潘卡西拉村和东普县佩卡特区Nangamiro村到比马县坦博拉区Kananga村之间的连接通道之一。道路规划有2种选择方案，选择最优方案，采用柔性路面进行规划。该道路规划包括道路尺寸规划、基于比纳玛加城际道路几何规划程序标准指南(No.038 / T / BM / 1997)的水平对齐和垂直对齐，以及使用Pd T-01-方法使用柔性路面的路面规划。2002-B弹性路面厚度规划指引根据这个计划,这是获得轨道长度是8.539公里,5 SCS类型的弯曲与L1 = 190.995 m, L2 = 238.163 m, L3 = 137.031 m, L4 = 174.672 m, L5 = 214.306米。2垂直曲线是凸的,即Lv1 = 230.00 m, Lv3 = 230.00米,2垂直曲线,即Lv2 = 230.00 m, Lv4 = 230.00 m,柔性路面层的厚度是7.00厘米总成本144391237000卢比,-。
{"title":"PERENCANAAN GEOMETRIK DAN PERKERASAN LENTUR PADA JALAN NANGAMIRO - JALAN PANCASILA, KABUPATEN DOMPU, NUSA TENGGARA BARAT (STA 0+000 - 8+758)","authors":"rafif rahmatullah, M. Marjono, R. Sasongko","doi":"10.55404/jos-mrk.2021.02.03.67-71","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.67-71","url":null,"abstract":"The road as a transportation system plays an important role, especially in supporting the economy in the Dompu district. Therefore, the planning of the Nangamiro road to the Pancasila road is a road needed by the community and is the main road for the mobility of agricultural / plantation products and also as one of the connecting access roads between Pancasila Village and Nangamiro Village, Pekat District, Dompu Regency to Kananga Village, District Tambora, Bima Regency. The road planning is made with 2 alternatives to choose the best and is planned using flexible pavement. This road planning includes road dimension planning, horizontal alignment and vertical alignment based on the Bina Marga Standard Guidelines for Inter-City Road Geometric Planning Procedures (No.038 / T / BM / 1997), and pavement planning using flexible pavement using the Pd T-01- method. 2002-B Planning Guidelines for Flexible Pavement Thickness. Based on this planning, it is obtained that the track length is 8.539 km with 5 bends of the SCS type with L1 = 190.995 m, L2 = 238.163 m, L3 = 137.031 m, L4 = 174.672 m, L5 = 214.306 m. 2 vertical curves are convex, namely Lv1 = 230.00 m, Lv3 = 230.00 m and 2 vertical curves, namely Lv2 = 230.00 m, Lv4 = 230.00 m, and the thickness of the flexible pavement layer is 7.00 cm with a total cost Rp 144,391,237,000.00,-.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"438 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123149020","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.287-291
Iqbal Askarin, S. Sutikno, Armin Naibaho
In the construction of a building, a plan is needed in terms of structure, architecture and Mechanical Electrical and Plumbing (MEP) so that the functions and objectives of building construction run according to plans and needs. The purpose of this thesis is to meet the needs of clean water and plumbing installation needs in building construction. Guest House Exindo Group. In this plan, it takes data on planning drawings for plumbing installation projects as well as a list of unit prices for building materials and labor in the East Java region in 2020. The planning stages carried out for clean water and dirty water pipelines are determining the water installation scheme used, calculating the number of building occupants. , calculating the amount of water demand, calculating the capacity of ground water tanks and roof tanks, calculating IPAL and septic tanks and calculating the dimensions of the pipes used. From the results of this planning is obtained the number of room occupants as much as 401 people with clean water needs of 69.109 m3/ day, the volume of black water generated at 45.72 m3/ day, and the volume of grey water by 16.32 m3/ day. The dimensions of the clean water pipe are ½ inch – 2 inch, the dimensions of the hot water pipe are ½ inch – 1 ¼ inch, the dimensions of the dirty water pipe are 2 inch – 4 inch, and the dimensions of the hydrant pipe are 3 inch – 6 inch. The capacity of ground water tank is 25 m3, the capacity of roof tank is 12 m3, the capacity of hot water tank is 4 m3, the capacity of septic tank is 50 m3 and the IPAL’s capacity is 20 m3. Then the cost required for all installation work of clean water and black water systems for the construction of the Exindo Group Guest House Building is Rp 2.403.791.328.
{"title":"PERENCANAAN JARINGAN PIPA AIR BERSIH DAN AIR KOTOR PEMBANGUNAN GEDUNG GUEST HOUSE EXINDO GRUP","authors":"Iqbal Askarin, S. Sutikno, Armin Naibaho","doi":"10.55404/jos-mrk.2021.02.03.287-291","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.287-291","url":null,"abstract":"In the construction of a building, a plan is needed in terms of structure, architecture and Mechanical Electrical and Plumbing (MEP) so that the functions and objectives of building construction run according to plans and needs. The purpose of this thesis is to meet the needs of clean water and plumbing installation needs in building construction. Guest House Exindo Group. In this plan, it takes data on planning drawings for plumbing installation projects as well as a list of unit prices for building materials and labor in the East Java region in 2020. The planning stages carried out for clean water and dirty water pipelines are determining the water installation scheme used, calculating the number of building occupants. , calculating the amount of water demand, calculating the capacity of ground water tanks and roof tanks, calculating IPAL and septic tanks and calculating the dimensions of the pipes used. From the results of this planning is obtained the number of room occupants as much as 401 people with clean water needs of 69.109 m3/ day, the volume of black water generated at 45.72 m3/ day, and the volume of grey water by 16.32 m3/ day. The dimensions of the clean water pipe are ½ inch – 2 inch, the dimensions of the hot water pipe are ½ inch – 1 ¼ inch, the dimensions of the dirty water pipe are 2 inch – 4 inch, and the dimensions of the hydrant pipe are 3 inch – 6 inch. The capacity of ground water tank is 25 m3, the capacity of roof tank is 12 m3, the capacity of hot water tank is 4 m3, the capacity of septic tank is 50 m3 and the IPAL’s capacity is 20 m3. Then the cost required for all installation work of clean water and black water systems for the construction of the Exindo Group Guest House Building is Rp 2.403.791.328.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129333064","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.168-173
Wahyu Tri Prambudi, Fadjar Purnomo, Dyah Lidyaningtias
Proyek Pembangunan Perumahan Kaliber Residence Kalikapas Lamongan dibangun pada lahan seluas 22.520 m2, dengan 3 tipe rumah yaitu 30/60, 36/78, dan 36/72. Tujuan dari studi ini yaitu menentukan kelayakan proyek pembangunan Perumahan Kaliber Residence ditinjau dari aspek teknis dan finansial, menghitung besar pendapatan dan pengeluaran yang diperoleh, serta menghitung keuntungan dan menentukan site layout setelah dilakukan optimasi jumlah tiap tipe rumah yang akan dibangun dengan memperhatikan minat masyarakat. Menganalisis kelayakan teknis berdasarkan parameter KDB (Koefisien Dasar Bangunan), KLB (Koefisien Tanah), dan KDH (Koefisien Dasar Hijau), menghitung kelayakan finansial berdasarkan parameter Net Present Value (NPV) , Internal Rate of Return (IRR), Benefit Cost Ratio (BCR) dan Pay Back Period (PP), serta ditinjau analisis sensitivitasnya terhadap faktor kenaikan pengeluaran dan penurunan pendapatan. Sedangkan menghitung jumlah rumah optimal menggunakan Aplikasi LINDO 6.1. Data yang diperlukan adalah gambar teknis, HSPK Kab. Lamongan 2019, dan spesifikasi rumah. Kelayakan teknis dinyatakan layak dengan nilai kesesuaian KDB < 80%, KLB < 1.6, dan KDH > 10%. Hasil kajian finansial berupa pendapatan diperoleh Rp. 45.380.871.175,78 sedangkan pengeluaran sebesar Rp. 43.178.005.900,86. Kelayakan finansial diperoleh nilai NPV = Rp. 1.232.123.327 IRR = 31.15%, BCR = 1.03, dan PP dalam waktu 2,41 Tahun. Analisis sensitivitas disimpulkan kondisi berpengaruh ketika pengeluaran naik 4% dan pendapatan turun 4%. Jumlah rumah optimal sebesar 223 unit dengan tipe 30/60 sebanyak 112, tipe 36/78 sebanyak 51, tipe 36/72 sebanyak 60 dan keuntungan yang diperoleh sebesar Rp. 10.312.300.000.
{"title":"STUDI KELAYAKAN TEKNIS DAN FINANSIAL (Proyek Pembangunan Perumahan Kaliber Residence Kalikapas Lamongan)","authors":"Wahyu Tri Prambudi, Fadjar Purnomo, Dyah Lidyaningtias","doi":"10.55404/jos-mrk.2021.02.03.168-173","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.168-173","url":null,"abstract":"Proyek Pembangunan Perumahan Kaliber Residence Kalikapas Lamongan dibangun pada lahan seluas 22.520 m2, dengan 3 tipe rumah yaitu 30/60, 36/78, dan 36/72. Tujuan dari studi ini yaitu menentukan kelayakan proyek pembangunan Perumahan Kaliber Residence ditinjau dari aspek teknis dan finansial, menghitung besar pendapatan dan pengeluaran yang diperoleh, serta menghitung keuntungan dan menentukan site layout setelah dilakukan optimasi jumlah tiap tipe rumah yang akan dibangun dengan memperhatikan minat masyarakat. Menganalisis kelayakan teknis berdasarkan parameter KDB (Koefisien Dasar Bangunan), KLB (Koefisien Tanah), dan KDH (Koefisien Dasar Hijau), menghitung kelayakan finansial berdasarkan parameter Net Present Value (NPV) , Internal Rate of Return (IRR), Benefit Cost Ratio (BCR) dan Pay Back Period (PP), serta ditinjau analisis sensitivitasnya terhadap faktor kenaikan pengeluaran dan penurunan pendapatan. Sedangkan menghitung jumlah rumah optimal menggunakan Aplikasi LINDO 6.1. Data yang diperlukan adalah gambar teknis, HSPK Kab. Lamongan 2019, dan spesifikasi rumah. Kelayakan teknis dinyatakan layak dengan nilai kesesuaian KDB < 80%, KLB < 1.6, dan KDH > 10%. Hasil kajian finansial berupa pendapatan diperoleh Rp. 45.380.871.175,78 sedangkan pengeluaran sebesar Rp. 43.178.005.900,86. Kelayakan finansial diperoleh nilai NPV = Rp. 1.232.123.327 IRR = 31.15%, BCR = 1.03, dan PP dalam waktu 2,41 Tahun. Analisis sensitivitas disimpulkan kondisi berpengaruh ketika pengeluaran naik 4% dan pendapatan turun 4%. Jumlah rumah optimal sebesar 223 unit dengan tipe 30/60 sebanyak 112, tipe 36/78 sebanyak 51, tipe 36/72 sebanyak 60 dan keuntungan yang diperoleh sebesar Rp. 10.312.300.000.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124269807","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.56-60
Aliffasha Wianda Putranto, Dwi Ratnaningsih, M. Subkhan
Karanglo underpass construction aims to reduce traffic congestion at the Karanglo intersection due to the addition of the Malang - Pandaan Toll Road arm. Anyhow, at the end road of Karanglo Intersection causes traffic jam and long vehicle queue. Related with that problem, so it is necessary to analyze the intersection performance, alternative improvement, and vehicle operating cost at the Karanglo intersection. The data used in this analysis are primary and secondary data. Primary data are obtained from road geometric measurements and phase and signal cycle measurements, while secondary data are obtained from the Central Statistics Agency (BPS) of Malang Regency and forecasting LHR data and side barriers. For the data processing, it uses Indonesian Highway Capacity Manual (MKJI) method 1997. Vehicle operating cost uses a handbook from Ministry of Public Works Directorate General of Highways 2005. Based on the analysis’ result, the performance of the existing intersection condition obtained delay (D) = 220.12 and the intersection service level (LOS) = E. From the analysis’ result, it is needed an alternative of intersection refinement by designing the signal phase, so that the delay (D) = 21.99 and the intersection services level (LOS) = C. The Vehicle operating cost before there was underpass for light vehicle was Rp 6.143/km. The vehicle operating cost after the underpass for light vehicle was Rp. 4.979/km.
{"title":"ANALISIS KINERJA SIMPANG KARANGLO PASCA PEMBANGUNAN UNDERPASS KARANGLO TOL MALANG – PANDAAN","authors":"Aliffasha Wianda Putranto, Dwi Ratnaningsih, M. Subkhan","doi":"10.55404/jos-mrk.2021.02.03.56-60","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.56-60","url":null,"abstract":"Karanglo underpass construction aims to reduce traffic congestion at the Karanglo intersection due to the addition of the Malang - Pandaan Toll Road arm. Anyhow, at the end road of Karanglo Intersection causes traffic jam and long vehicle queue. Related with that problem, so it is necessary to analyze the intersection performance, alternative improvement, and vehicle operating cost at the Karanglo intersection. The data used in this analysis are primary and secondary data. Primary data are obtained from road geometric measurements and phase and signal cycle measurements, while secondary data are obtained from the Central Statistics Agency (BPS) of Malang Regency and forecasting LHR data and side barriers. For the data processing, it uses Indonesian Highway Capacity Manual (MKJI) method 1997. Vehicle operating cost uses a handbook from Ministry of Public Works Directorate General of Highways 2005. Based on the analysis’ result, the performance of the existing intersection condition obtained delay (D) = 220.12 and the intersection service level (LOS) = E. From the analysis’ result, it is needed an alternative of intersection refinement by designing the signal phase, so that the delay (D) = 21.99 and the intersection services level (LOS) = C. The Vehicle operating cost before there was underpass for light vehicle was Rp 6.143/km. The vehicle operating cost after the underpass for light vehicle was Rp. 4.979/km.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"75 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123195741","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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