scholarly journals Evaluasi Pelaksanaan Proyek Drainase Dengan Metode CPM Dan PERT

2020 ◽  
Vol 9 (1) ◽  
pp. 44-52
Author(s):  
Gunaedy Utomo ◽  
Irna Hendriyani ◽  
Siti Nor Aida

This research purposes to evaluate the implementation of the drainage project in Jl. Mulawarman, Gg. Arjuna, Sepinggan. This research uses the CPM (Critical Path Method) and the PERT (Project Evaluation and Review Technique). Based on the budget plan, time schedule, weekly report, documentation and interview found that the result of the CPM with two critical paths are work activities. The first critical path are: Activity A (Mobilization and Demobilization), Activity C (Landfilling activity), Activity F (Concrete works K-175, Ready Mix). The second critical path are: Activity A (Mobilization and Demobilization), Activity E (Begisting work for black channels), and Activity G (Plain U24 Concrete Iron Works). Meanwhile, the result of PERT has 49% chance to be completed with the project duration of 18 weeks.

2019 ◽  
Vol 1 (1) ◽  
pp. 28-36
Author(s):  
Junafuji Oka ◽  
Dwi Kartikasari

Project scheduling is one of the elements of planning outcomes, which can provide information about project schedules and project progress in terms of resource performance in terms of cost, labor, equipment and materials and project duration plan with time efficiency for project completion. Critical Path Method (CPM) and Project Evaluation Review Technic (PERT) are two project scheduling methods that use different approaches in the process. In making a project, the researcher assumes that the initial success of a project should begin with the planning and preparation of the correct phase and the systematic stage


2021 ◽  
Vol 9 (1) ◽  
pp. 17-24
Author(s):  
Mia Syafrina ◽  
Fandy Bestario Harlan

Construction projects are generally the most high-risk businesses, especially shipbuilding projects. Efforts to reduce the risk can be done by minimizing the potential risk. This study aims to see potential high risk and prevent delays in the completion of ship construction using the Critical Path Method CPM at PT. XYZ. By using the Critical Path Method CPM critical paths can be given more attention so that they will not interfere ship construction projects. In addition, it is also a form of anticipation if there is a delay, it is possible to reschedule.


Author(s):  
Sofiyanurriyanti Sofiyanurriyanti ◽  
Nuril Hidayati Ningsih

<em>Perencanaan kegiatan proyek dilakukan setiap pekerjaan salah satunya adalah kegiatan perencanaan proyek. Penetuan perencanaan kegiatan proyek ini berfungsi untuk mengoptimalkan waktu durasi alokasi pelaksanaan yang diselesaikan dengan waktu optimal sehingga suatu proyek bisa berjalan dengan lancar dan tepat waktu sehingga tidak terjadinya keterlambatan waktu. Tujuan penelitian ini adalah untuk menentukan proses produksi H-Beam di PT. Mulcindo Steel Industry dan menentukan waktu penyelesaian proses produksi H-Beam dengan menggunakan metode PERT (Project Evaluation and Review Technique) dan CPM (Critical Path Method). Kegiatan proses produksi besi jenis H-Beam ini terdapat hubungan ketergantungan aktivitas satu dengan yang lain seperti Pengecekan Plat, Perencanaan Pemotongan Jalur Plat, Pemotongan Plat, Penghalusan Sisi Plat, Penyambungan Pertama Bagian Flange ke Bagian Web, Penyambungan ke-2 Bagian Flange ke Bagian Web, Pengelasan System SAW, Proses Repair, Proses Pelurusan Produk, Proses Akhir Pengecekan Dimensi, Proses Memberi Label Barang. Hasil analisis dalam penelitian ini menunjukan metode PERT dan CPM dapat diketahui ada 11 kegiatan proses produksi yang dilakukan selama 160 menit dan ada satu slack=0 yang berada dikegiatan G, sehingga lintasan kritis pada kegiatan proses produksi besi baja H-beam adalah A – C – D – E- F – G – H – I- J – K dengan waktu penyelesaian proses selama 160 menit.</em>


1992 ◽  
pp. 41-48
Author(s):  
Mohamed Othman

Kertas kerja ini membincangkan kajian literatur mengenai proses awal yang perlu dititikberatkan dalam pembangunan suatu GIS (Geographical Information System). Dalam pembangunan sistem maklumat geografi (GIS), proses penukaran data (data conversion) merupakan proses awal yang perlu dilalui untuk mencapai kepada tahap pangkalan data geografi yang bermutu tinggi. Proses ini juga biasanya merupakan sebahagian terbesar daripada keseluruhan projek GIS dan secara tidak langsung kos untuk proses tersebut juga adalah yang paling tinggi iaitu dalam lingkungan 60%. Dari segi terminologi pula, terdapat dua aspek proses penukaran dan di dalam kertas kerja ini salah satu aspek yang akan dibincangkan iaitu dari segi persediaan awal berkaitan dengan spesifikasi projek penukaran, spesifikasi data dan spesifikasi pentadbiran harus dilaksanakan sebelum proses penukaran (conversion) dapat dijalankan dengan lancar. Setiap sistem AM/FM pula, memerlukan kepada satu dasar tanah yang tepat, terkini dan selaras dengan tempat data fasiliti dirujuk secara geografik. Dengan lain perkataan, tanpa dasar tanah, sesuatu sistem pemetaan tidak boleh dikatakan sebagai satu GIS. Beberapa teknik perolehan dasar tanah dibincangkan dengan serba ringkas untuk membolehkan perhatian ditumpukan kepada masalah penyediaan dan pembersihan data fasiliti yang akan dirujuk terhadap dasar tanah ini kelak. Pembersihan data fasiliti adalah amat perlu supaya data yang dimasukkan semasa proses penukaran berada dalam keadaan baik dan tidak mendatangkan masalah semasa penggunaan kelak. Ini juga dapat menjimatkan kos pengguna dalam jangka masa panjang. Mutu maklumat yang akan ditukar juga perlu diambilkira. Katakunci: Peta, Pangkalan Data, Geografi, Digital, Pengimbas, Pendigit, Cerapan, Lapangan, Perantaramuka, terpusat, Teragih, Skedul, Sistem Unjuran, Koordinat, AM/FM (Pemetaan Terotomat/Fasiliti), Pendigit stereo, Fotogrametri, imbasan, Raster, Pendigit Stereo, Ortofotografi, Pengurus Grafik, Pembaca Kad Optik, Perantaramuka, Fonetik, PERT/CPM (project Evaluation Revision Technique/Critical Path Method) This paper will discuss on a literature study on early stages in the development of a GIS (Geographical Information System). In the development of a GIS, data conversion is the initial process that one has to undergoe in order to achieve a geographic of high quality. This process often constitutes to more than half of the total of a GIS project and indirectly the cost for this process is usually around 60%. In terms of terminology there are two aspects of data conversion in a GIS namely, conversion of analogue/manual geographic data to digital form which involves manual sources such as paper maps, drawings, digital form etc. and conversion from one GIS system to another GIS system of different format. In this paper only the first aspect will be discussed in depth regarding early preparations to be considered in the data conversion and this pertains to project specifications, data specification and administrative specifications. Every GIS requires a current, uniformly accurate landbase to which the facilities data can be geographically referenced. In other words, a computerised mapping system is nota a true GIS if it is not referenced to land base. Techniques on land base acquisition is disscussed in brief to allow the author to express in detail problems concerning the importance of data preparation and purification before the final conversion takes place. Data preparation and purification is viable so as not to input 'garbage' and 'output' garbage as well. Quality control on data to be converted should also be taken into consideration. Keyword: Maps, Database, Geographic, Digital, Scanner, Field observation, Interface, Centralised, Distributed, Schedule, Projection System, Coordinate, AM/FM (Automated Mapping/Facility Management), Photogrammetry, Scanning, Stereodigitizing, Ortophotography, OCR (Optical Card Reader), Interface, Phonetic, PERT/CPM (Project Evaluation Revision Technique/Critical Path Method)


Author(s):  
Lusiana Prastiwi

East Nusa Tenggara Province is known to have many traditional woven craft, one that is well known by the public is Kupang Ikat woven. Enterprises weaving is still managed traditionally built with familial management and expertise only found in hereditary. In addition, to determine the timing of production of Kupang ikat woven still using forecasting as a guide. The forecasting results in the absence of standard production time. One method that can be used for determining the optimal time is the critical path method (CPM). This method is part of a network methods oriented work on determining the time schedule and estimate deterministic (certain). Research shows that the production time ikat Kupang woven is 20 days.Keyword : CPM, network, ikat Kupang woven


Author(s):  
Indah Handayasari ◽  
Nona Novita Salida

Abstrak --- Akselerasi pada jaringan kerja proyek yang sederhana biasanya dilakukan dengan prosedur manual yaitu dengan Critical Path Method (CPM) atau Project Evaluation and Review Technique (PERT). Pada dasarnya metode tersebut menggunakan pendekatan trial and error yang berguna untuk memperagakan logika akselerasi. Namun dalam persoalan jaringan kerja proyek yang lebih rumit dan membutuhkan kecepatan pengolahan data yang tinggi, analisis CPM/PERT akan mengalami kesulitan dan bahkan tidak memungkinkan lagi dilakukan dikarenakan ketergantungan kegiatan yang satu dengan yang lainnya serta perbedaan biaya dari kegiatan tersebut. Oleh karena itu, diperlukan suatu metode analisis yang dapat menentukan kombinasi nilai percepatan yang tepat untuk setiap kegiatan proyek. Seiring perkembangan zaman dan teknologi telah banyak program komputer yang dibuat khusus untuk memproses pengolahan data proyek, salah satu diantaranya adalah program aplikasi LINDO (Linier Interactive Discrete Optimizer). Berdasarkan perhitungan aplikasi metode program linier LINDO pada kasus proyek rehabilitasi SDN 16 Pinrang Sulawesi Selatan diperoleh biaya total minimum sebesar Rp 45.349.571,65.- untuk akselerasi dari 120 hari menjadi 70 hari serta didapatkan besarnya waktu percepatan yang tepat untuk masing-masing aktivitas.


2020 ◽  
Vol 7 (2) ◽  
pp. 99-113
Author(s):  
Radhakrishnan S ◽  
Saikeerthana D

This paper deals with an analysis of Critical Path Method (CPM) and Programme Evaluation Review Technique (PERT) in Project Network. Here, we solve the PERT and CPM methodology using intervals and we determine the critical path and project duration of the network. We can also convert the fuzzy parameters (triangular and trapezoidal fuzzy numbers) into intervals using α − cuts. After which, we calculate the project duration and critical path. To illustrate this, numerical examples are provided.


2021 ◽  
Vol 4 (2) ◽  
pp. 71
Author(s):  
Dafid Cahya Setiawan ◽  
Ahmad Ridwan ◽  
Suwarno Suwarno

Lack of project scheduling planning and ineffective control make the activity of a project less efficient. This will have an impact on the success of the project. This situation will result in delays and a decrease in the quality of work due to time constraints. Scheduling is important for determining the required activities and arranging a sequence and time frame to complete project activities on time. This study aims to optimize the scheduling of a moderate light rehabilitation project in the Badas Community Health Center building, Kediri Regency, where project start-ups are experiencing delays. The method used is Critical Path Method-Project Evaluation and Review Technique (CPM-PERT), which is a method to determine the duration of a project that can be completed and the percentage of its success. The analysis carried out includes calculation the duration desired acceleration and cost slope. Analysis results using CPM-PERT obtained critical path in: preparation activities (A), earthworks (B), structural work (D), 1st floor work (E), 2nd floor work (F), 3rd floor work (G), roof, ceiling and plank work (H), iron work (I), electrical work (L), floor and wall covering work (M) and finishing work (N). The normal duration of project completion is 140 days and costs Rp. 1,818,182,709, whereas with the CPM-PERT method the duration can be accelerated to 128 days (probability 99.99%) and required additional fee 8.1% or worth Rp. 146,719,664. Implementers can use it in optimizing scheduling and financing on the badas public health center building construction project.


Heuristic ◽  
2018 ◽  
Vol 15 (01) ◽  
Author(s):  
Siti Muhimatul Khoiroh

Critical Path Method (CPM) dan Project Evaluation Review Technic (PERT) adalah metode yang banyak digunakan untuk membuat penjadwalan proyek. Salah satu kelebihan dari gabungan dua metode ini adalah untuk mengevaluasi waktu penyelesian proyek atau keterlambatan karena faktor–faktor yang tidak diperhitungkan sebelumnya. Sehingga alternatif mempercepat pelaksanaan waktu proyek (crashing project) menjadi salah satu alternatif yang dapat diandalkan seorang kontraktor. Untuk mengevaluasi proyek pemasangan saluran rumah berdasarkan analisis CPM diperoleh estimasi waktu penyelesaian selama 180 minggu dengan lintasan kritis proyek meliputi aktivitas A-B-C-E-F. Dari lamanya waktu penyelesaian, upaya percepatan dengan informasi estimasi tiga waktu utama yaitu to (waktu optimis), tp (waktu pesimis), dan tm (waktu yang memungkinkan) dan informasi waktu crashing setiap aktivitas dan besar biaya crashing, maka diperoleh waktu percepatan pemasangan SR menjadi 160 hari dengan mempercepat penyelesaian aktivitas B-C, dan C-E dengan total biaya crashing sebesar Rp. 2.350.000,-Kata kunci: crashing project, CPM-PERT, perumahan, penjadwalan


Presented method is applied to Project Management by using PERT-CPM critical paths to manage project risk. DMAIC framework applies stochastic techniques. Stochastic optimisation determines the critical paths. Every critical path is simulated and associated risks are calculated. Six Sigma process metrics are calculated against specified targets. Simulation results are analysed and sensitivity analysis is used to identify and quantify the main contributors to the variability of the project duration time. The critical paths are ranked and prioritised for management's attention based on their associated risk factors. The project was not implemented, so there no data for analysis. However, assuming that the project was implemented, a generic Project Control phase is applied.


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