{"title":"CPM方法和第一次在雅加达北部的教会帐篷建设项目中使用","authors":"Glisina Dwinoor Rembulan, Sun Yuhao","doi":"10.31289/jime.v7i2.9648","DOIUrl":null,"url":null,"abstract":"PT. TCI is a company operating in the construction sector which handles the construction of several projects, one of which is the Tabernacle Church project. In carrying out the project work, several factors/problems arose, resulting in an extension of the project foundation construction stage and increasing the project period and costs. The use of the CPM and PERT methods for implementing the foundation construction of the GKT project using the planned and actual schedules has been able to optimize the work, namely 123 days using the planned schedule and 150 days using the actual schedule. These results have found the critical path, so that by applying the CPM and PERT methods in this project, an estimated schedule can be obtained to speed up the project. The cost difference using the CPM, PERT and CPM-PERT methods for the planned schedule is IDR 304,000,000 (Three Hundred and Four Million Rupiah) , Rp. 264,000,000 (Two Hundred and Sixty Four Million Rupiah) and Rp. 264,000,000 (Two Hundred and Sixty Four Million Rupiah). The difference in costs using the CPM, PERT, CPM-PERT method for the actual schedule is IDR 344,000,000 (Three Hundred Forty Four Million Rupiah), IDR 304,000,000 (Three Hundred Forty Four Million Rupiah) and IDR 304,000,000 (Three Hundred Forty Four Million Rupiah). These costs will be the contractor's profit.","PeriodicalId":479709,"journal":{"name":"JIME (Journal of Industrial and Manufacture Engineering)","volume":"69 8","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-11-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Penerapan Metode CPM dan PERT Pada Proyek Konstruksi Gereja Kemah Tabernake PIK 2 Jakarta Utara\",\"authors\":\"Glisina Dwinoor Rembulan, Sun Yuhao\",\"doi\":\"10.31289/jime.v7i2.9648\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"PT. TCI is a company operating in the construction sector which handles the construction of several projects, one of which is the Tabernacle Church project. In carrying out the project work, several factors/problems arose, resulting in an extension of the project foundation construction stage and increasing the project period and costs. The use of the CPM and PERT methods for implementing the foundation construction of the GKT project using the planned and actual schedules has been able to optimize the work, namely 123 days using the planned schedule and 150 days using the actual schedule. These results have found the critical path, so that by applying the CPM and PERT methods in this project, an estimated schedule can be obtained to speed up the project. The cost difference using the CPM, PERT and CPM-PERT methods for the planned schedule is IDR 304,000,000 (Three Hundred and Four Million Rupiah) , Rp. 264,000,000 (Two Hundred and Sixty Four Million Rupiah) and Rp. 264,000,000 (Two Hundred and Sixty Four Million Rupiah). The difference in costs using the CPM, PERT, CPM-PERT method for the actual schedule is IDR 344,000,000 (Three Hundred Forty Four Million Rupiah), IDR 304,000,000 (Three Hundred Forty Four Million Rupiah) and IDR 304,000,000 (Three Hundred Forty Four Million Rupiah). These costs will be the contractor's profit.\",\"PeriodicalId\":479709,\"journal\":{\"name\":\"JIME (Journal of Industrial and Manufacture Engineering)\",\"volume\":\"69 8\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-11-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"JIME (Journal of Industrial and Manufacture Engineering)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31289/jime.v7i2.9648\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"JIME (Journal of Industrial and Manufacture Engineering)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31289/jime.v7i2.9648","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
PT. TCI是一家在建筑领域经营的公司,负责几个项目的建设,其中一个是会幕教堂项目。在开展项目工作中,出现了一些因素/问题,导致项目基础建设阶段延长,项目工期和成本增加。利用CPM和PERT方法实施GKT项目的基础施工,使用计划和实际进度,可以优化工作,即使用计划进度123天,使用实际进度150天。这些结果找到了关键路径,因此,在该项目中应用CPM和PERT方法,可以得到一个估计的进度,以加快项目的进度。在计划进度中使用CPM、PERT和CPM-PERT方法的成本差异为3.04亿印尼盾(3.04亿印尼盾)、2.64亿印尼盾(2.64亿印尼盾)和2.64亿印尼盾(2.64亿印尼盾)。使用CPM, PERT, CPM-PERT方法对实际进度的成本差异为344,000,000印尼盾(三亿四千四百万印尼盾),304,000,000印尼盾(三亿四千四百万印尼盾)和304,000,000印尼盾(三亿四千四百万印尼盾)。这些费用将成为承包商的利润。
Penerapan Metode CPM dan PERT Pada Proyek Konstruksi Gereja Kemah Tabernake PIK 2 Jakarta Utara
PT. TCI is a company operating in the construction sector which handles the construction of several projects, one of which is the Tabernacle Church project. In carrying out the project work, several factors/problems arose, resulting in an extension of the project foundation construction stage and increasing the project period and costs. The use of the CPM and PERT methods for implementing the foundation construction of the GKT project using the planned and actual schedules has been able to optimize the work, namely 123 days using the planned schedule and 150 days using the actual schedule. These results have found the critical path, so that by applying the CPM and PERT methods in this project, an estimated schedule can be obtained to speed up the project. The cost difference using the CPM, PERT and CPM-PERT methods for the planned schedule is IDR 304,000,000 (Three Hundred and Four Million Rupiah) , Rp. 264,000,000 (Two Hundred and Sixty Four Million Rupiah) and Rp. 264,000,000 (Two Hundred and Sixty Four Million Rupiah). The difference in costs using the CPM, PERT, CPM-PERT method for the actual schedule is IDR 344,000,000 (Three Hundred Forty Four Million Rupiah), IDR 304,000,000 (Three Hundred Forty Four Million Rupiah) and IDR 304,000,000 (Three Hundred Forty Four Million Rupiah). These costs will be the contractor's profit.