INSE 6230: Assignment 1 - Winter (0% of final grade) 1. The table below provides information about a short IT project.

Similar documents
Project Planning. Identifying the Work to Be Done. Gantt Chart. A Gantt Chart. Given: Activity Sequencing Network Diagrams

INSE 6230 Total Quality Project Management Winter 2018 Quiz I. Max : 70 points. This is a closed book exam. Answer all the questions in the booklet.

Project Planning. Jesper Larsen. Department of Management Engineering Technical University of Denmark

Lecture 3 Project Scheduling

CHAPTER 9: PROJECT MANAGEMENT

Project Management Techniques (PMT)

Teori Pengambilan Keputusan. Week 12 Project Management

Textbook: pp Chapter 11: Project Management

Project Management. Chapter 2. Copyright 2013 Pearson Education, Inc. publishing as Prentice Hall

Project Management Chapter 13

IE 102 Spring Project Management

SCHEDULE CREATION AND ANALYSIS. 1 Powered by POeT Solvers Limited

Introduction. Introduction. Six Steps of PERT/CPM. Six Steps of PERT/CPM LEARNING OBJECTIVES

A convenient analytical and visual technique of PERT and CPM prove extremely valuable in assisting the managers in managing the projects.

Allocate and Level Project Resources

MODULE: INTRODUCTION TO PROJECT MANAGEMENT / PROJECT MANAGEMENT

Introduction to Project Management. Modeling after NYS ITS

POLYTECHNIC OF NAMIBIA

Real-World Project Management. Chapter 15

UNIT-II Project Organization and Scheduling Project Element

Outline. Global Company Profile: Bechtel Group. The Importance of Project Management Project Planning Project Scheduling Project Controlling

Project Management -- Developing the Project Plan

PROJECT MANAGEMENT. Trying to manage a project without project management is like trying to play a football game without a game plan

CHAPTER 6 CRASHING STOCHASTIC PERT NETWORKS WITH RESOURCE CONSTRAINED PROJECT SCHEDULING PROBLEM

PROJECT MANAGEMENT COURSE 5: PROJECT TIME MANAGEMENT. G.N. Sandhy Widyasthana

ETSF01: Software Engineering Process Economy and Quality

If you have a question during any portion of this exam, raise your hand and speak to the proctor. Write legibly.

WHY ARE PROJECTS ALWAYS LATE?

PROJECT MANAGEMENT: PERT AMAT 167

CHAPTER 5. Project Scheduling Models

Program Evaluation and Review Techniques (PERT) Critical Path Method (CPM):

NPV Method. Payback Period

Formulas to Know for EXAM

PROJECT MANAGEMENT CPM & PERT TECHNIQUES

Project Management Fundamentals

CISC 322 Software Architecture

Final: Total 200 points (3-hour exam)

Chapter 2 The PERT/CPM Technique

After complete studying this chapter, You should be able to

Management Management

A Comparison Between the Non-Mixed and Mixed Convention in CPM Scheduling. By Gunnar Lucko 1

6/7/2018. Overview PERT / CPM PERT/CPM. Project Scheduling PERT/CPM PERT/CPM

Probabilistic Completion Time in Project Scheduling Min Khee Chin 1, Sie Long Kek 2, Sy Yi Sim 3, Ta Wee Seow 4

SCM 301 (Solo) Exam 1 Practice Exam Solutions

Project Management Professional (PMP) Exam Prep Course 06 - Project Time Management

GPE engineering project management. Project Management in an Engineering Context

SCM 301 (Lutz) Exam 1 Practice Exam Solutions

56:171 Operations Research Midterm Examination Solutions PART ONE

MnDOT use of Calendars in Primavera P6

Outline. Project Management. Introduction. What is a Project?

06IP/IM74 OPERATIONS RESEARCH

CHAPTER 5 SCHEDULING AND TRACKING WORK IN CONSTRUCTION PROJECT MANAGEMENT. UWB10202 Effective Communication by Norazmi Danuri

Line Balancing S K Mondal Chapter 3

Project Assessment Exercise


Project Management and Cost Control

SWEN 256 Software Process & Project Management

MnDOT Project Management Office Presents: Project Reporting. Presenter: Jonathan McNatty Senior Schedule Consultant DRMcNatty & Associates, Inc.

International Project Management. prof.dr MILOŠ D. MILOVANČEVIĆ

Network Analysis Basic Components. The Other View. Some Applications. Continued. Goal of Network Analysis. RK Jana

Lecture 5: Project Management

SSC-JE STAFF SELECTION COMMISSION CIVIL ENGINEERING STUDY MATERIAL ESTIMATING, COSTING AND VALUATION

56:171 Operations Research Midterm Examination Solutions PART ONE

1 of 14 4/27/2009 7:45 AM

Answer Assignment # 3. ENGR 301 Lecture 12. Examples. Examples

Comparison between Deterministic and Stochastic Time Estimating Techniques

Programme Evaluation and Review Techniques (PERT) And Critical Path Method (CPM) By K.K. Bandyopadhyay. August 2001

Ins. Luay Dwaikat Fall 2013/2014

CONSTRUCTION MANAGEMENT CHAPTER 3 PLANNING

UNIVERSITY OF BOLTON SCHOOL OF ENGINEERING. MSc CIVIL ENGINEERING MSc CONSTRUCTION PROJECT MANAGEMENT SEMESTER ONE EXAMINATION 2017/2018

Techniques to Assist Delivery of Projects

A GUIDE TO ASSIGNMENT 2

CHAPTER 5 STOCHASTIC SCHEDULING

COPYRIGHTED MATERIAL. Index

The Critical Path Method

Construction Management

ECSE 321: INTRODUCTION TO SOFTWARE ENGINEERING

u w 1.5 < 0 These two results imply that the utility function is concave.

Optimization of Rescheduling and Economy. Analysis of the Implementation of Kwitang Office. Park Building Construction Project in Jakarta

A SINGLE STEP CPM TIME-COST TRADEOFF ALGORITHM. In Mathematics and Computing. Under the guidance of Dr. Mahesh Kumar Sharma

SCHOOL OF ACCOUNTING AND BUSINESS BSc. (APPLIED ACCOUNTING) GENERAL / SPECIAL DEGREE PROGRAMME END SEMESTER EXAMINATION JULY 2016

Logistics. Lecture notes. Maria Grazia Scutellà. Dipartimento di Informatica Università di Pisa. September 2015

Homework 6 Questions and Answers

Project Management with Brief Information regarding CPM and PERT Methods

ACWP (actual cost of work performed) Cost of actual work performed to date on the project, plus any fixed costs.

VALLIAMMAI ENGINEERING COLLEGE

Project Management. Project Mangement. ( Notes ) For Private Circulation Only. Prof. : A.A. Attarwala.

A METHOD FOR STOCHASTIC ESTIMATION OF COST AND COMPLETION TIME OF A MINING PROJECT

Chapter 1. The World of Project Management. MEM 612 Project Management

Project Controls Expo 16 th Nov 2016

Pass PMP in 21 Days - ITTO Toolbox PROCESS MAP

M G T 2251 Management Science. Exam 3

But is it on the critical path?

CHAPTER 7 PROJECT CONTROL

PMP102 Fundamentals of Project Management

Chapter 11: PERT for Project Planning and Scheduling

Five-Day Schedule and Course Content

Problem 1 Food Manufacturing. The final product sells for $150 per ton.

next level PMP Exam Preparation Formula Guide for the PMP Exam

CHAPTER 10 PROJECT CONTROL

Transcription:

INSE 6230: Assignment - Winter 208 (0% of final grade). The table below provides information about a short IT project. Activity Predecessors Duration (Months) A - 2 B - 3 C A 4 D A, B 2 E D 2 F B, C, E 3 A. Draw an AOA network diagram for this project. A C 4 F 5 0 X Y E B 2 3 D B. Find the critical path(s) in the network. Path Duration A-C-F 2+4+3=9 A-X-D-E-F 2+0+2+2+3=9 A-X-Y-F 2+0+0+3=5 B-D-E-F 3+2+2+3=0 B-Y-F 3+0+3=6 B-D-E-F is the longest path which would make it the critical path. Its duration is 0 months. INSE 6230 Winter 208 Assignment

C. Draw Gantt Chart for this project Task Name Start Date (Month Begin) Duration (Months) A 0 2 B 0 3 C 3 4 D 4 2 E 6 2 F 8 3 Months 2 3 4 5 6 7 8 9 0 2 D. Consider the following situations: a. Activity A takes one month longer than planned. b. Activity B takes one month longer than planned. c. Activity C takes one month longer than planned. For each of the cases above, determine what happens: with the completion time of the project with the next (following) activity Situation Effect on completion Effect on next activity A (one month longer) It won t affect the whole project completion as it is not on the critical path Activity C s start date will be delayed for one day. Activity D is dependent on activity A but it is also dependent to B this delay is not greater than B s completion so there will be A (one month longer) B (one month longer) Two paths including activity A will become critical paths as well. (A-C-F,A-X-D-E-F) we will have three critical paths all with the duration of 0 months, the completion time won t change. This task is on the critical path, so the whole project will be delayed for one month no change in D s start Activity C s start date will be delayed for one month. Activity D is dependent on activity A but it is also dependent to B this delay is not greater than B s completion so there will be no change in D s start Activities D and F are depending on B. INSE 6230 Winter 208 2 Assignment

B (one month longer) C (one month longer) C (one month longer) This task is on the critical path, so the whole project will be delayed for one month It won t affect the whole project completion as it is not on the critical path The ACF path will become the critical path with the duration of 0 months so the completion time doesn t change D will be delayed instantly and F will be delayed for the same amount consequently. Activities D and F are depending on B. D will be delayed instantly and F will be delayed for the same amount consequently. F is depending on C: C finish date is not later than E finish date so there will be no change to F start date F is depending on C: C finish date is not later than E finish date so there will be no change to F start date INSE 6230 Winter 208 3 Assignment

2. Fill the AON network below based on the Start node pattern, i.e. calculate ES, LS, EF, LF, TF and FF. Indicate the critical path of the network. What is the project completion time? This network has 3 Critical paths: B-E-G-F, B-E-I-K, B-E-I-J The project completion time is 59 days. INSE 6230 Winter 208 4 Assignment

3. Draw an AOA and AON networks for the project with the following activities. Activity Predecessors Min Most Likely Max A - 5 5 6 B - 6 7 8 C A, B 3 3 5 D C 4 5 6 E C 5 8 8 F D 8 3 4 G D, E 3 6 7 AOA: A=5 0 B=7 X 2 C=3 4 F=3 D=5 3 Y 6 E=8 G=6 5 AON: A D F Start C End B E G INSE 6230 Winter 208 5 Assignment

A. Use PERT method to calculate the mean and standard deviation of the project completion time. Expected project duration: E(T) = 7.00 + 3.33 + 5.00 + 2.33 = 27.67 days Variance: Standard deviation: Var(T) = 0. +.0. + 0. +.00 =.33 σ =.33 =.5 B. Calculate the critical path with and without considering the 3-point estimation. Answer: The Critical Path is the same with and without considering 3-point estimation, therefore: B-C-D-F is the critical path and its duration is the project duration. The expected duration of the critical path is 27.67 days 4. Consider a project that requires an initial investment of $50,000 in year 0. It has a duration of 7 years. For year to year 7, the labor cost and materials cost are each year are as follows: $0,000 per year and $5,000 per year, respectively. The annual benefit is $30,000 from year to year 7. The company uses a discount rate of 0%. Initial Investment = 50000 Duration 7 years Labor= 0000 /year Material= 5000 / year Annual benefit= 30000 /year Interest rate= 0. Year Costs Benefits Discount Factor Discounted Discounted Cumulative (Multiply to discount) Costs Benefits PV 0 50000 0 + ( + 0. 0 ) = 50000 0-50000 5000 30000 + ( + 0. 0 ) = 0.9 3636.36 27272.73-36363.6 2 5000 30000 + ( + 0. 0 ) = 0.83 2396.69 24793.39-23966.9 3 5000 30000 + ( + 0. 0 ) = 0.75 269.72 22539.44-2697.2 4 5000 30000 + ( + 0. 0 ) = 0.68 0245.2 20490.4-2452.02 INSE 6230 Winter 208 6 Assignment

5 5000 30000 + ( + 0. 0 ) = 0.62 933.82 8627.64 686.802 6 5000 30000 + ( + 0. 0 ) = 0.56 8467.09 6934.22 5328.9 7 5000 30000 + ( + 0. 0 ) = 0.5 7697.372 5394.74 23026.28 Total 23026.3 46052.6 23026.28 A. Calculate NPV for this project. Based on the NPV criterion, would you recommend investing in this project? The NPV is positive so the investment is recommended based on the NPV criterion. B. If the company s required maximum payback period is 2 years, should this project be accepted? The first row where the cumulative NPV is a positive number is the 5 th year which means the breakeven point (NPV=0) is between 4 th and 5 th year which is further than 2 nd year (company s expectation), so the company should not accept this project. C. Calculate ROI for this project. ROI = NPV Total Cost = 23026.28 = 0.87 = 9% 23026.3 INSE 6230 Winter 208 7 Assignment

5. The tasks of a project and the related data is given below. It is required to complete the project in 56 days at minimum possible cost. Activity Predecessors Duration Maximum number of days to crash Cost of crash per day A - 20 0 5 B - 33 4 7 C - 8 8 5 D A 27 3 7 E A 6 4 8 F C 25 3 4 G C 27 5 8 H E, B, F 0 3 3 I E, B, F 2 4 7 J H, D 9 3 6 AOA: A. Draw the network for this project (AON or AOA) D A E H 4 0 B 2 J C F I 5 3 G AON: INSE 6230 Winter 208 8 Assignment

A D J E H Start B End I F C G B. What is the critical path(s) and the project duration at this point? The critical path is C-F-H-J. The duration is 72 days C. Determine the critical path(s), the project duration and the additional project cost after each crashing step, and show the details about the activities you have crashed. Please, create a summary table of your crashing steps similar to the one below. Step Activity(-ies) to be crashed By how many days? For what additional cost? Project duration after this step Total additional project cost Critical path(s) after this step H 3 9 69 9 C-F-H-J 2 C-F-H-J F 3 2 66 2 A-D-J 3 C-F-H-J J 3 8 63 39 A-D-J 4 C-F-H-J A & C 7 & 7 35 & 35 56 09 A-D-J B-H-J A-D-J B-H-J INSE 6230 Winter 208 9 Assignment

D. What is the final critical path(s), the project duration and the final additional project cost after the crashing? The final duration is 56 days The final additional cost for the project is 09 after crashing The following is a possible continuation of the problem (not required in the assignment): The project has reached the requested duration of 56 days. If, for any reason, further crashing is required there can be one additional crashing step: 5 A & B & C,, 5 & 7 & 5 55 26 C-F-H-J A-D-J B-H-J The C-F-H-J cannot be crashed anymore and is the critical path so we cannot crash project anymore. The final duration is 55 days The final additional cost for the project is 26 after crashing INSE 6230 Winter 208 0 Assignment