scholarly journals Program Evaluation and Review Technique Analysis of an Engineering Project

2017 ◽  
Vol 2 (1) ◽  
Author(s):  
Adetoye Aribisala ◽  
Adegboyega Otenaike ◽  
Olusegun Balogun ◽  
Lizzy Ofusori

Between fifty to eighty percentof the projects known are not completed within the specified number of working days. Either the contractor was assessed liquidated damages or time extensions were authorized, necessitating additional manpower and / or extended working hours.The result in both cases was animmediate financial loss to the contractors; these losses were ultimately passed on to the company in general, contributing to spiraling project costs.Therefore, this paper examines and analysis data related to the project of the reactivation of line 1 for the production of iron ore concentrates of national Iron Ore Mining Company, Itakpe. Data collected involved the optimistic time, most likely and pessimistic times of completion of critical activities making up the project. This data was analyzed using the Program Evaluation and Review Technique(PERT), a MATLAB program was written to determine the critical path and the probability of project completion at a simulated time. It was found out that the project should have been completed in an optimal time of between 110 and 120 days as against the actual completion time of 180 days. The result of the simulated optimal completion time was compared to the actual completion time. Management agreed to adopt the PERT technique in future project works in the organization.

2019 ◽  
Vol 892 ◽  
pp. 266-273
Author(s):  
Chuan Kian Pang ◽  
Noor Ajian Mohd-Lair ◽  
Yi Sheng Chua

An air-conditioning and mechanical ventilation (ACMV) construction project involved many interrelated construction activities with varying durations and multiple dependencies. This paper focuses on the development of a best possible project planning and scheduling technique that can help the project manager to manage and complete the ACMV project in optimal time. The program evaluation and review technique (PERT) is used in this research. The PERT technique helps to determine the probabilities of various stages of the project by specified deadlines and identify the activities on the critical path that have high potential for causing delays in the project completion time. The completion times of 72, 76, 79, and 80 weeks were taken for the PERT analysis. Deadline of 72 weeks is the contractual period of the ACMV project as specified in the contract. Completion time of 76 weeks is the critical path of the project as analyzed by the PERT technique. The deadline of 79 weeks is the proposed completion time for the ACMV project whereas 80 weeks are the actual completion date of the project. The PERT analysis revealed that the project completion time of 72 weeks, which is as stated in the contractual completion time, yielded the probability of completion of 2.67% only. This analysis shows that the contractual period is impossible to be achieved and it is an unrealistic time setting. Further negotiation is required including changing or extending of the contractual completion time. The other completion times are able to be achieved but the company may need to face the high penalty costs due to the delays in completion time.


OPSI ◽  
2017 ◽  
Vol 10 (2) ◽  
pp. 150
Author(s):  
Widya Nurul Shofa ◽  
Irwan Soejanto ◽  
Trismi Ristyowati

PT At Taqwa Sejahtera has implemented of residential development that duration about 152 day. Due to delay in the supply of primary raw materials, the processing time getting longer or not accordance to planning schedule on October 27, 2017. The project delay have impact on the company which will given punishment.The aim of this study research to the evaluate the project implementation schedule and project scheduling for more optimal time, with the best probability, and minimize the influence of the causes of delays to the project completion time. Project scheduling processing is done by using Program Evaluation Review and Technique (PERT) and implementation with Monte Carlo simulation using Ms Excel software.Based on data processing, the calculation of the project point accelerated time to 147 days with cost Rp 417.315.909,25 and probability of 63%, whereas with the application of Monte Carlo simulus the average conviction rate is at 156 days with cost Rp 402,310,654.25 and probability of 94%.  


Author(s):  
Fatih KASIMOGLU ◽  
İbrahim AKGÜN

There are two opponents in a classic network interdiction problem, network owner/defender and interdictor/attacker. Each side has enough information about the other’s possible courses of action. While the network user wishes to run the network in an optimal way, the attacker with the limited resources tries to prevent the optimal operation of the network by interdicting the arcs/nodes of the network. In this study, we investigate project management in a competitive environment using a network interdiction approach. We assume that the project owner/manager strives to minimize the completion time of a Critical Path Method (CPM) based project while an opponent attempts to maximize the minimum completion time by inflicting some delays on project activities with available interdiction resources. Considering both discrete and continuous delay times, we develop two bi-level mixed-integer programming models for the interdictor. Using duality, we then convert the bi-level models to standard single-level models, which are solvable through standard optimization packages. We extend these models to find efficient solutions in terms of project completion time and interdiction resources from the interdictor’s perspective. In this respect, we develop an algorithm to find an efficient solution set for the interdictor. Next, from project manager’s standpoint, we discuss the earliest and latest scheduling times of activities in case of interdiction. Finally, we apply the developed techniques in a marketing project aiming at introducing a new product. The findings may enhance a better project management in an environment where an opponent can adversely affect the project management process by delaying some activities.


2016 ◽  
Vol 16 (4) ◽  
pp. 35-53 ◽  
Author(s):  
S. Mahdi Hosseinian

This paper establishes an optimal time incentive/disincentive-based compensation in a contract between a principal and a team of agents. The establishment is based on solving an optimization problem. In order to validate the paper's theoretical development practitioners were engaged in a designed exercise. The paper demonstrates that, at the optimum: the proportion of time incentive/disincentive compensation among agents with the same risk-attitude should reflect the levels of their contributions; the proportion of time incentive/disincentive among agents with the same level of contribution should be lowered for agents with higher levels of risk aversion; and the proportion of time incentive/disincentive to a team of risk averse agents should reduce, and the fixed component of the team fee should increase, when the agents in the team become more risk-averse or the level of the uncertainty in project completion time increases. The paper’s outcome provides guidance to those involved in contracts design for choosing the best way to reward (penalise) multiple agents, form a team, and allow for any time saving (overrun) through the terms of a contract.    


2011 ◽  
Vol 328-330 ◽  
pp. 368-371 ◽  
Author(s):  
Li Xin Dai ◽  
Zong Li

Most resources used in a project will have an easily determined cost. We need to know which staff members can work on which parts of a project and what needs to be done, and when. Project time management should be broken down, step by step, just as other parts of the project are broken down in the planning phase. This will help make sure that everything is done when it needs to be, and to keep the project from going over its budget because it went well past the time scheduled for it. A project manager often need to control the whole time of the project and grasp the key process in those tasks which can shorten the period and reduce the cost. This paper discusses the algorithm of AOE-net in the critical path and its application to evaluate the completion time in the network planning of project time management.


2021 ◽  
Vol 1 (1) ◽  
pp. 117-127
Author(s):  
Irma Ayu Kartini ◽  
Tasya Aspiranti ◽  
Asni Mustika Rani

Construction development in Indonesia is being intensively carried out as a characteristic that Indonesia is a developing country. CV. X is a construction company that has a project in the form of ten shophouses with three floors. The project is planned to start in August 2020 and be completed in December 2021 or for 68 weeks. The change of seasons becomes an obstacle in the work of the project that causes delays. Progress expected by CV. X in 2 months of project work is 8%, but the reality on the project progress field is only 6%. Therefore, this study aims to optimize existing work time so that the delay can be overcome. The method used in this study is Program Evaluation and Review Technique (PERT) with rainfall as the probability. The results of the study found that the project work time can be optimized by 3% and delays can be overcome because the project completion time becomes 66 weeks. The project is still ongoing, so there is still a possibility of error, therefore effective project management must still be considered. Usually in similar studies the probability of time or cost, while in this study use rainfall as the probability.


Author(s):  
Marius Simion ◽  
Gabriela Vasile ◽  
Cristina Dinu ◽  
Roxana Scutariu

Contemporary Project Management has conceived tools based on mathematical models for planning, scheduling and controlling the projects, the costs and resources. Critical Path Method (CPM) and Program Evaluation and Review Technique (PERT) are two network-based methods which were independently developed to assist the project managers in order to schedule complex real-life projects. A scheduling of a small-scale R&D project using these optimization time-oriented methods was accomplished. In many models of project network some activities are closely related to each other such as procurement activities of basic resources and research activities. If this precedence relationship is on the critical path, that means without no event slack or float time for activities, then some procurements delay may cause lag in the project’s completion time. Thus a good estimation for procurement and research activities duration is needed for a Just-in-Time project.


2021 ◽  
Vol 16 (03) ◽  
pp. 01-20
Author(s):  
Taynara Takami Narita ◽  
Caio Henrique Alberconi ◽  
Fernando De Souza ◽  
Lucas Ikeziri

Purpose: Evaluate and compare PERT/CPM and Critical Chain Project Management (CCPM) techniques, from the Theory of Constraints (TOC), in relation to indicators of delivery time estimation and reliability in meeting established deadlines. Theoretical framework: The research is based on the time management theory established by the PERT/CPM and CCPM methods. Design/methodology/approach: This work has an experimental character, using a method of computer simulation by applying the Promodel software. A fictitious project environment managed by PERT/CPM and CCPM techniques was modeled in order to evaluate and compare their performances in terms of estimation of, and compliance with, project completion deadlines. Findings: The results obtained showed that the CCPM method proved to be more effective in reducing project completion time and meeting established deadlines. Conversely, the PERT/CPM method increased planned project completion time by 189%. Research, Practical & Social implications: Many managers assume that the best approach to project planning, especially when aiming for short and reliable deadlines, is to allocate margins of safety to each scheduled activity. This research reinforced the already widely held perception of TOC that, due to certain ordinary human behaviors, local optimizations do not guarantee, and usually adversely effect, good global results. Originality/value: There is a lack of research comparing PERT/CPM and CCPM techniques through modeling and computer simulations of project environments subjected to certain degrees of uncertainty, particularly in terms of performance variables such as those studied here. The results of this research, therefore, address this opportunity, bringing to light comparative scenarios and explanations for the different behaviors observed. Keywords: Computational Simulation; Project Management; Goldratt; Critical Chain; CCPM; PERT/CPM.


Author(s):  
Kunpeng Li ◽  
Bin Shao ◽  
Pamela Zelbst

This paper introduces a new and efficient AON-Solver approach to solve project crashing problems. The new approach uses conventional critical path concepts to determine the project completion time and to define network structures in Excel. It is simple and straightforward, with less decision variables and constraints than the existing AOA-Solver approach, which relies on tracking event times of the nodes in the AOA network. Also, there is no requirement to deal with dummy variables, which are often problematic, but frequently required in many AOA networks. In addition, most of the students and business practitioners are more familiar and comfortable with AON network. It would be more appealing and accessible for them to learn and to implement a computerized approach to solve project crashing problems, and to better understand the cost-time tradeoffs in project crashing.


2013 ◽  
Vol 860-863 ◽  
pp. 3031-3034
Author(s):  
Jian Xun Qi ◽  
Zhi Nan Kan

As the particularity of power engineering projects, in order to achieve great economic and social benefits as soon as possible, the owner often add reward or punishment factor on the power project construction schedule management. This paper improved the presentation of decision critical method (DCPM), using a simple arrow to present multi decision of a decision-making activity, similarly as PERT network. This paper introduce the concept of virtual expense ratio of different decisions, on the base of which combined the reward coefficient b and penalty coefficient a as well as the real project completion time T and the target completion time D. A new heuristic rule was proposed, not only takes the cost of different decisions but also considers the relations of real project completion time T and target completion time D. Thus, the new heuristic rule enjoys broader application than previous methods. The new calculation procedure is given, broad the application range of DCPM, and affords an effective new and practical method to help solving power project construction schedule management problem.


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