Reliable infrastructure requires effective and efficient management from the planning, structural, construction, operational and maintenance phases to the end of service life. Good management of civil infrastructure guarantees not only to save funds, but to use natural resources appropriately, thus ensuring ecological sustainability.Construction management is part of civil engineering science that focuses on managing construction projects to realize technical concepts and designs produced by other parts of civil engineering science. Construction management aims to build built physical facilities or infrastructure that is needed to support human life. Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Based on the calculation of cash flow to complete the construction of Cideres Hospital Kadipaten Dawuan Majalengka project until final stage more or less cost as much Rp. 9,034,000,000,00. These costs are divided into two parts, structure and architecture work ,for structures the cost as much Rp. 3,644,000,000,00 and for architecture the cost is Rp. 5,390,000,000,00. From the calculation of CPM scheduling analysis, the development of Cideres Hospitalproject takes time for 45 weeks Keyword: Project Management, Bar Chart, S Curve, Critical Path Method. Construction Management Analysis Of Cideres Hospital Journal of Green Science and Technology, Vol. III, No. 1, January 2019 | 174
{"title":"CONSTRUCTION MANAGEMENT ANALYSIS OF CIDERES HOSPITAL","authors":"Z. Hakim, Saihul Anwar","doi":"10.33603/jgst.v3i1.2149","DOIUrl":"https://doi.org/10.33603/jgst.v3i1.2149","url":null,"abstract":"Reliable infrastructure requires effective and efficient management from the planning, structural, construction, operational and maintenance phases to the end of service life. Good management of civil infrastructure guarantees not only to save funds, but to use natural resources appropriately, thus ensuring ecological sustainability.Construction management is part of civil engineering science that focuses on managing construction projects to realize technical concepts and designs produced by other parts of civil engineering science. Construction management aims to build built physical facilities or infrastructure that is needed to support human life. Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Based on the calculation of cash flow to complete the construction of Cideres Hospital Kadipaten Dawuan Majalengka project until final stage more or less cost as much Rp. 9,034,000,000,00. These costs are divided into two parts, structure and architecture work ,for structures the cost as much Rp. 3,644,000,000,00 and for architecture the cost is Rp. 5,390,000,000,00. From the calculation of CPM scheduling analysis, the development of Cideres Hospitalproject takes time for 45 weeks Keyword: Project Management, Bar Chart, S Curve, Critical Path Method. Construction Management Analysis Of Cideres Hospital Journal of Green Science and Technology, Vol. III, No. 1, January 2019 | 174","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126787368","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}
As a foundation under the structure can be generally divided into two types, namely the foundation deep and shallow foundation. Selection of the type of foundation depends on the type of structure including the construction load on whether light or heavy loads and also depending on the soil type. For the construction of a light load and soil conditions quite well, usually worn shallow foundation, but the construction of a heavy load is usually the type of deep foundation is the right choice. In general, the more complex the deep foundation of a shallow foundation. To this writer tried to concentrate on planning the foundation of this thesis in which bored pile (Bored Pile Foundations). Bored Pile foundation is a foundation built by drilling the ground first, then filled with steel reinforcement and cast. Bored pile used when soil solid base which has a carrying capacity of it lies very deep, which is approximately 15 m as well as the state of the soil around the many stands a large building and rise to the feared could lead to cracks in the existing building effect vibrations caused by staking activity when administered pile foundation. Carrying capacity of bored pile end bearing capacity is obtained than that obtained from pressure and friction pile tip bearing capacity obtained from carrying friction or adhesion force between the bored pile and the surrounding soil. K e yword :Bored Pile, Axial Bearing Capacity, SPT, Loading Test
{"title":"COMPARISON OF BORED PILE AXIAL BEARING CAPACITY BASED ON VESIC’S METHOD (1970), STANDARD PENETRATION TEST (SPT), AND LOADING TEST IN THE PROJECT OF ELEVATED TOLL ROAD JAKARTA – CIKAMPEK STA.9+500 – STA.47+000","authors":"Sofyan Suri, Martinus Agus Sugianto","doi":"10.33603/JGST.V2I3.2147","DOIUrl":"https://doi.org/10.33603/JGST.V2I3.2147","url":null,"abstract":"As a foundation under the structure can be generally divided into two types, namely the foundation deep and shallow foundation. Selection of the type of foundation depends on the type of structure including the construction load on whether light or heavy loads and also depending on the soil type. For the construction of a light load and soil conditions quite well, usually worn shallow foundation, but the construction of a heavy load is usually the type of deep foundation is the right choice. In general, the more complex the deep foundation of a shallow foundation. To this writer tried to concentrate on planning the foundation of this thesis in which bored pile (Bored Pile Foundations). Bored Pile foundation is a foundation built by drilling the ground first, then filled with steel reinforcement and cast. Bored pile used when soil solid base which has a carrying capacity of it lies very deep, which is approximately 15 m as well as the state of the soil around the many stands a large building and rise to the feared could lead to cracks in the existing building effect vibrations caused by staking activity when administered pile foundation. Carrying capacity of bored pile end bearing capacity is obtained than that obtained from pressure and friction pile tip bearing capacity obtained from carrying friction or adhesion force between the bored pile and the surrounding soil. K e yword :Bored Pile, Axial Bearing Capacity, SPT, Loading Test","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"75 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114850767","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}
Desire to have a local government of Karawang office is quite magnificent service complete with adequate facilities that can support a variety of work activities of Government Officials and employees, it is the hope of the ideal and coveted by all circles. However, of course, in realizing a high desire that must be supported by substantial costs sourced from local revenue sources that in fact the people's money too, would be comparable and parallel with the level of service to thecommunity. However, fears as above hopefully not happen because the purpose 5th floor of building local government 2 Karawang certainly has a good purpose for increased imagery and public services for the people in the city's mayor. Thus will be realized an order of life is getting better with the presence of a complete service of policy makers in the Karawang City, which in turn will encourage improvements in the economy of the community. The building local government 2 using concrete structure. On the basis of the criteria safety and excellent service then loading the planning process should be in accordance with SNI-1727-2013 as well as the structural design of the building should refer to SNI-2847-2013 specification for structural steel buildings, other than that in the calculation of earthquake engineering should also refer to the SNI-1726-2012. Keyword : Analysis structure, Etabs, frame section, deflection .
{"title":"ANALYSIS STRUCTURE OF BUILDING LOCAL GOVERNMENT 2 KARAWANG WITH CONCRETE STRUCTURE","authors":"Rio Supriyatna, Ari Firmanto","doi":"10.33603/jgst.v2i3.2143","DOIUrl":"https://doi.org/10.33603/jgst.v2i3.2143","url":null,"abstract":"Desire to have a local government of Karawang office is quite magnificent service complete with adequate facilities that can support a variety of work activities of Government Officials and employees, it is the hope of the ideal and coveted by all circles. However, of course, in realizing a high desire that must be supported by substantial costs sourced from local revenue sources that in fact the people's money too, would be comparable and parallel with the level of service to thecommunity. However, fears as above hopefully not happen because the purpose 5th floor of building local government 2 Karawang certainly has a good purpose for increased imagery and public services for the people in the city's mayor. Thus will be realized an order of life is getting better with the presence of a complete service of policy makers in the Karawang City, which in turn will encourage improvements in the economy of the community. The building local government 2 using concrete structure. On the basis of the criteria safety and excellent service then loading the planning process should be in accordance with SNI-1727-2013 as well as the structural design of the building should refer to SNI-2847-2013 specification for structural steel buildings, other than that in the calculation of earthquake engineering should also refer to the SNI-1726-2012. Keyword : Analysis structure, Etabs, frame section, deflection .","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"23 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125384321","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}
{"title":"ANALYSIS OF PROJECT MANAGEMENT TRANSMART CARREFOUR IN TEGAL CITY - CENTRAL JAVA","authors":"Septi Dwi N.I.S, Saihul Anwar","doi":"10.33603/jgst.v2i3.2142","DOIUrl":"https://doi.org/10.33603/jgst.v2i3.2142","url":null,"abstract":"","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"93 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133623498","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}
{"title":"ANALYSIS OF THE SALAMDARMA IRRIGATION AREA PERFORMANCE","authors":"Oky Fajar Rochman, Saihul Anwar","doi":"10.33603/jgst.v3i1.2150","DOIUrl":"https://doi.org/10.33603/jgst.v3i1.2150","url":null,"abstract":"","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133274592","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}
In general, the bridge type is a reinforced concrete bridge, composite and steel frame. The Baki River Bridge was originally a 40 m long Wood type bridge connecting the village of Mengkopot Tanjung Pisang because the condition of the Baki river bridge has been damaged especially on bridge floors and girders due to age, so it is planned to re-use the steel frame bridge structure. By using the steel bridge structure, it is expected that later it can be a comparison for the future bridge planning. In this study, the structure of the planned bridge consists of bridge slabs, sidewalk slabs, backrest pipes, longitudinal and transverse girders, steel frames, wind ties, and joints. By following the SNI T-02-2005 bridge loading standard, SNI T-03-2005 for planning steel bridge structures and SNI T-12-2004 for planning concrete structures on bridges. From the planning results obtained thickness 200 mm Bridge Slab and thick sidewalk slab 250 mm with a longitudinal girder profile used WF 600.200.11.17 mm steel with a distance between girders 1.75 m. Transverse girders of steel profiles WF 700,300.13.24 are used with the distance between girders 5 m. Used Steel profiles WF 400,400.13.21 as Main Frame and Steel WF profile 150.150.7.10 as profiles for wind ties.
{"title":"DESIGN UPPER STRUCTURE OF THE RIVER BAKI BRIDGE USES A STEEL FRAME","authors":"Tasliyatul Fuadiyah, D. Enda, I. Puluhulawa","doi":"10.33603/jgst.v2i3.2146","DOIUrl":"https://doi.org/10.33603/jgst.v2i3.2146","url":null,"abstract":"In general, the bridge type is a reinforced concrete bridge, composite and steel frame. The Baki River Bridge was originally a 40 m long Wood type bridge connecting the village of Mengkopot Tanjung Pisang because the condition of the Baki river bridge has been damaged especially on bridge floors and girders due to age, so it is planned to re-use the steel frame bridge structure. By using the steel bridge structure, it is expected that later it can be a comparison for the future bridge planning. In this study, the structure of the planned bridge consists of bridge slabs, sidewalk slabs, backrest pipes, longitudinal and transverse girders, steel frames, wind ties, and joints. By following the SNI T-02-2005 bridge loading standard, SNI T-03-2005 for planning steel bridge structures and SNI T-12-2004 for planning concrete structures on bridges. From the planning results obtained thickness 200 mm Bridge Slab and thick sidewalk slab 250 mm with a longitudinal girder profile used WF 600.200.11.17 mm steel with a distance between girders 1.75 m. Transverse girders of steel profiles WF 700,300.13.24 are used with the distance between girders 5 m. Used Steel profiles WF 400,400.13.21 as Main Frame and Steel WF profile 150.150.7.10 as profiles for wind ties.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114043527","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}
The strategic geographical location of Tegal City supports the development of business and services. YOGYA Group is a Supermaket and Department Store company. In building construction there is a structural analysis that is used as a method or system to achieve development as planned. The method used in this research is qualitative method. Literature method by collecting data, studying and identifying.Observation method by conducting a survey to the research location. Adhering to the guidelines of SNI 2847: 2013 (Requirements for structural concrete for buildings), SNI 1727: 2013 (Minimum load for building design and other structures), Guidelines for house planning and building loading (PPURG 1987) and SNI 1726: 2012 (earthquake resistance planning procedures for buildings and nonbuilding structures). This analysis obtained a result of dimension data and the number of beam reinforcement, column, plate and the number of pile needs for the YogyaTegal department store building. Keyword : Analysis, Building, Concrete, SNI, Strategic Planning And Analysis Yogya Tegal Toserba Structure Journal of Green Science and Technology, Vol. III, No. 1, January 2019 | 162
{"title":"PLANNING AND ANALYSIS YOGYA TEGAL TOSERBA STRUCTURE","authors":"G. H. Wibowo, Tira Roesdiana","doi":"10.33603/jgst.v3i1.2148","DOIUrl":"https://doi.org/10.33603/jgst.v3i1.2148","url":null,"abstract":"The strategic geographical location of Tegal City supports the development of business and services. YOGYA Group is a Supermaket and Department Store company. In building construction there is a structural analysis that is used as a method or system to achieve development as planned. The method used in this research is qualitative method. Literature method by collecting data, studying and identifying.Observation method by conducting a survey to the research location. Adhering to the guidelines of SNI 2847: 2013 (Requirements for structural concrete for buildings), SNI 1727: 2013 (Minimum load for building design and other structures), Guidelines for house planning and building loading (PPURG 1987) and SNI 1726: 2012 (earthquake resistance planning procedures for buildings and nonbuilding structures). This analysis obtained a result of dimension data and the number of beam reinforcement, column, plate and the number of pile needs for the YogyaTegal department store building. Keyword : Analysis, Building, Concrete, SNI, Strategic Planning And Analysis Yogya Tegal Toserba Structure Journal of Green Science and Technology, Vol. III, No. 1, January 2019 | 162","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"106 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122414822","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}
Location of the development project of Tegal Alur DKI Jakarta KSO.WIKA & CAKRA in the Lingkungan III Tegal Alur West Jakarta coordinates Y: 2500.000 X: 2500.000 (West Jakarta PUPR Office) Project management is an attempt to use limited resources efficiently, effectively and on time in completing a predetermined / planned project. There are 3 activities of the basic functions of project management namely planning, implementation and control. Of the three activities are controlled resources on a project that includes manpower, equipment, materials, money and methods. Analysis of Construction Management of Jakarta TegalAlur DKI Jakarta Project Development Project includes Analysis of Work Implementation Method, Volume Calculation and Budget Plan of Jakarta TegalAlur DKI Jakarta Development Project, Schedule Compilation at TegalAlur DKI Jakarta Flower Housing Project, Cash Flow Analysis On Development Project of TegalAlur DKI Jakarta Flats. This research methodology is composed of several main stages, namely Preparation of Survey and Identification of Field, Seeking primary data and secondary data in related institution and department needed to complete data needed in preparation of thesis, Conducting analysis of data obtained through identification problem and make formulation, Taking conclusions and suggestions from the results of research. With Budget Plan Cost and calculation of workload of Jakarta Flat Development Project TegalAlur DKI Jakarta resulted in Working Time Plan takes 231 days using CPM scheduling method with estimated cost of Rp. 36.690.228.549 Keywords :Project Management, Bar Chart, Curva S, CPM (Critical Path Method)
Tegal Alur DKI雅加达KSO开发项目的位置。威卡和CAKRA在Lingkungan III legal Alur West Jakarta坐标Y: 2500.000 X: 2500.000 (West Jakarta PUPR Office)项目管理是一种尝试，旨在高效、有效地利用有限的资源，并按时完成预定/计划的项目。项目管理的基本职能有三个活动，即计划、实施和控制。在这三种活动中，一个项目的可控资源包括人力、设备、材料、资金和方法。雅加达TegalAlur DKI雅加达项目开发项目施工管理分析包括工作实施方法分析、雅加达TegalAlur DKI雅加达开发项目的体量计算和预算计划、TegalAlur DKI雅加达花屋项目的进度编制、TegalAlur DKI雅加达公寓开发项目的现金流分析。本研究方法由几个主要阶段组成，即准备调查和确定领域，在相关机构和部门寻找完成论文准备所需数据的一手和二手数据，对通过识别问题获得的数据进行分析并制定，从研究结果中得出结论和建议。雅加达平面开发项目TegalAlur DKI雅加达的预算计划成本和工作量计算结果表明，使用CPM调度方法，工作时间计划需要231天，估计成本为Rp. 36.690.228.549关键词:项目管理，条形图，曲线S, CPM(关键路径法)
{"title":"ANALYSIS OF CONSTRUCTION MANAGEMENT CONSTRUCTION PROJECTS DEVELOPMENT OF FLATS OF TEGAL ALUR DKI JAKARTA","authors":"Akhmad Jamaludin, Saihul Anwar, Bukhori Bukhori","doi":"10.33603/JGST.V2I2.1288","DOIUrl":"https://doi.org/10.33603/JGST.V2I2.1288","url":null,"abstract":"Location of the development project of Tegal Alur DKI Jakarta KSO.WIKA & CAKRA in the Lingkungan III Tegal Alur West Jakarta coordinates Y: 2500.000 X: 2500.000 (West Jakarta PUPR Office) Project management is an attempt to use limited resources efficiently, effectively and on time in completing a predetermined / planned project. There are 3 activities of the basic functions of project management namely planning, implementation and control. Of the three activities are controlled resources on a project that includes manpower, equipment, materials, money and methods. Analysis of Construction Management of Jakarta TegalAlur DKI Jakarta Project Development Project includes Analysis of Work Implementation Method, Volume Calculation and Budget Plan of Jakarta TegalAlur DKI Jakarta Development Project, Schedule Compilation at TegalAlur DKI Jakarta Flower Housing Project, Cash Flow Analysis On Development Project of TegalAlur DKI Jakarta Flats. This research methodology is composed of several main stages, namely Preparation of Survey and Identification of Field, Seeking primary data and secondary data in related institution and department needed to complete data needed in preparation of thesis, Conducting analysis of data obtained through identification problem and make formulation, Taking conclusions and suggestions from the results of research. With Budget Plan Cost and calculation of workload of Jakarta Flat Development Project TegalAlur DKI Jakarta resulted in Working Time Plan takes 231 days using CPM scheduling method with estimated cost of Rp. 36.690.228.549 Keywords :Project Management, Bar Chart, Curva S, CPM (Critical Path Method)","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126139948","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}
Project management is all planning, implementation, controlling and coordination a project from early the (idea) the end project to en sure of the project appropriately time, money and quality. Selection method scheduling project is also one the very policy note in order to obtain result in according with the original plans. This thesis specifically discuss how project management planning the construction of a Boarding house Tegal parang, South Jakarta. The research was conducted by means of a survey into the field and study of literature. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM ( Critical Path Method ) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Keyword: Project Management, Bar Chart, S Curve, Critical Path Method.
{"title":"ANALYSIS OF THE CONSTRUCTION MANAGEMENT OF THE DEVELOPMENT PROJECT BOARDING HOUSE IN TEGAL PARANG, SOUTH JAKARTA","authors":"Cepi Maulana, Saihul Anwar","doi":"10.33603/JGST.V2I2.1286","DOIUrl":"https://doi.org/10.33603/JGST.V2I2.1286","url":null,"abstract":"Project management is all planning, implementation, controlling and coordination a project from early the (idea) the end project to en sure of the project appropriately time, money and quality. Selection method scheduling project is also one the very policy note in order to obtain result in according with the original plans. This thesis specifically discuss how project management planning the construction of a Boarding house Tegal parang, South Jakarta. The research was conducted by means of a survey into the field and study of literature. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM ( Critical Path Method ) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Keyword: Project Management, Bar Chart, S Curve, Critical Path Method.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"2012 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114752801","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}
Tubagus CiptaPerdana Harta, Martinus Agus Sugianto
Construction of Main Road at TanjungJati steam power plant which is currently being implemented does not yet have pavement structure, moving the writer to make the research object by analyzing the rigid pavement thickness planning by paying attention to vehicle load repetition factor because the average daily traffic (LHR) the road is not much. In addition to the analysis of pavement thickness planning in this study will also analyze the construction management for road construction in PLTU TanjungJati be efficient, effective and have good quality. The method used in this research is qualitative method by emphasizing secondary data, Vehicle Load Repetition Analysis, Rigid Pavement Thickness Analysis, Volume Calculation Analysis, Cost Analysis, Bar Chart Method, S Curve and Critical Path Method. Keywords: Highway, Rigid Pavement, Concrete Pavement, Project Management, Bar Chart Method, S Curve and CPM.
{"title":"ANALYSIS OF PLANNING CONSTRUCTION MAIN ROAD DEVELOPMENT PLTU TANJUNG JATI A","authors":"Tubagus CiptaPerdana Harta, Martinus Agus Sugianto","doi":"10.33603/jgst.v2i2.1287","DOIUrl":"https://doi.org/10.33603/jgst.v2i2.1287","url":null,"abstract":"Construction of Main Road at TanjungJati steam power plant which is currently being implemented does not yet have pavement structure, moving the writer to make the research object by analyzing the rigid pavement thickness planning by paying attention to vehicle load repetition factor because the average daily traffic (LHR) the road is not much. In addition to the analysis of pavement thickness planning in this study will also analyze the construction management for road construction in PLTU TanjungJati be efficient, effective and have good quality. The method used in this research is qualitative method by emphasizing secondary data, Vehicle Load Repetition Analysis, Rigid Pavement Thickness Analysis, Volume Calculation Analysis, Cost Analysis, Bar Chart Method, S Curve and Critical Path Method. Keywords: Highway, Rigid Pavement, Concrete Pavement, Project Management, Bar Chart Method, S Curve and CPM.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133011915","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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