
Project Time-Control Techniques in Engineering Management
Explore the essential components of project time-control, including monitoring, control, and rescheduling, in the context of engineering management. Learn about establishing operational schedules, measuring progress, and implementing corrective actions to ensure project success.
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Presentation Transcript
ENGINEERING MANAGEMENT (GE 404) 1 LECTURE # LECTURE #11 Project Time-Control 11 April 13, 2025 GE 404 (Engineering Management)
Contents 2 Objectives of the present lecture Introduction to Project time-control Process of Project time-control Network updating (rescheduling) Problem Further reading April 13, 2025 GE 404 (Engineering Management)
Objectives of the Present lecture 3 To discuss process involved in project time- control To explain how to carry out project rescheduling (or Network updating) April 13, 2025 GE 404 (Engineering Management)
Project Time-Control 4 Project time-control can be reduced to two basic components: Monitoring Monitoring consists of a means of understanding what is happening on a project, obtaining information about the project by some means Control Control consists of action taken in response to the information 1. 2. April 13, 2025 GE 404 (Engineering Management)
Process of Project Time-Control 5 Establish an operational schedule Measure the progress and report the progress Compare actual achievement with planned Check and analyze time progress and determine effect on completion date and milestones Plan for corrective action Implement corrective action Update operational schedule April 13, 2025 GE 404 (Engineering Management)
Establish Operational Schedule 6 For project control purposes a hierarchy of schedules may be needed, depending on who will use it Key Dates Schedule For owners and top-level management in terms of MILESTONES or KEY DATES. Detailed Schedule For engineers, work supervisors, material suppliers and subcontractors A schedule of that particular engineer/supervisor work responsibility Provide him with a day-to-day forecast of field operations Critical activities and free float values should be noted Covers limited time spans (2 weeks or 30 days) Tabular listings and computer-printed bar charts are common forms April 13, 2025 GE 404 (Engineering Management)
Measure and Report Progress 7 Methods: Estimated number of working days required to complete the activity Estimated % completion of the activity Quantities of work units put in place Equations Based on the assumption of straight-line variation between time and work accomplishment Working days to complete = d (1 - P/100) Working days to complete = d (1 (W/T)) d= total activity duration in working days P = estimated percentage of completion W= number of work units put into place T= total number of work units associated with the activity April 13, 2025 GE 404 (Engineering Management)
Contd. 8 Weekly Progress reports A common procedure in many industries Listing those activities that started, finished, or were in progress during the week and indicating their stages of completion Must include procurement, material delivery information etc. Chose a cutoff date, to be selected to serve both time management and labor cost accounting April 13, 2025 GE 404 (Engineering Management)
Contd. 9 WEEKLY PROGRESS REPORT Project: Highway bridge Job. No: 7903-50 Activity Week ending: Wednesday, July 21 (working day 27) Prepared by: K.M. Activity Number Started Completed 110 - July 15 115 - - 130 - - 150 July 15 July15 160 July 16 July 21 Date Date Percent Complete 100 - 80 100 100 Working days to complete 0 13 2 0 0 A B C D E April 13, 2025 GE 404 (Engineering Management)
Contd. 10 Field Progress Narrative To accompany weekly progress reporting Discussion of projected project features General statement about time status Critical or low float activities in difficulty Potential trouble spots Exceptionally well project areas April 13, 2025 GE 404 (Engineering Management)
Compare and Analysis of Project Progress 11 Concerned primarily with determining the effect of the latest information on the project completion date and any milestone goals 1st - A quick and simple check for critical activities status 2nd - Check the possibility of a new critical path Signs of Danger Activities fall behind LS schedule Resource availability delays Realizing that time duration of future activities have been materially underestimated Change logic becomes necessary April 13, 2025 GE 404 (Engineering Management)
Corrective Actions 12 When there are small delays that are within network time contingency, no action is usually required Otherwise use Time Reduction Technique to bring project back on schedule Make periodic (Weekly, biweekly, or monthly) job progress meetings with project managers, field supervisors, major subcontractors, material suppliers, and owner representative to enhance time management efficiency April 13, 2025 GE 404 (Engineering Management)
Network Updating (Rescheduling) 13 Concerned with determining the effect of schedule deviations and plan changes on the portions of the project yet to be constructed This requires making necessary network corrections and re-computing activity times and float times Information required for Rescheduling New activities to be added Existing activities to be deleted Changes in the resource availability and delivery dates Changes in the job logic New estimate of the time (for completing unfinished activities) Changes in the scope of work etc. April 13, 2025 GE 404 (Engineering Management)
Problem-1 14 The initial AON diagram for a small engineering project is shown below with its planned activity times in days. At the end of the 15th day, the field progress report gives you the following information: Activity A was completed on schedule Activity B started as planned but four days were lost due to waiting for the required resources Activity C was completed one day earlier The remaining duration of Activity D is 2 days The duration of activity H will be reduced to 12 days instead of 17 days. The activity F cannot start until the morning of day 22 Activity Z is expected to take two days more Due to owner requirement the volume of work of activity X will be increased by 50% 3 6 B 9 11 5 E 16 16 17 H 33 33 3 Y 36 Construct the updated AON diagram, calculate the early and late start times of each activity, and indicate the critical path. 0 3 A 3 3 8 C 11 13 7 F 20 25 4 Z 29 36 10 X 46 3 10 D 13 13 12 G 25 April 13, 2025 GE 404 (Engineering Management)
Solution 0 B 13 15 3 E 18 18 12 H 30 30 3 Y 33 17 20 20 32 32 35 0 C 10 21 7 F 28 29 6 Z 35 35 15 X 50 A 0 22 29 29 35 35 50 15 2 D 17 17 12 G 29 15 17 17 29 Note: In duration cell, mention the time required/ remained w.r.t. date of reporting. Note: For activity E: 13-5-18 is changed to 15-3-18 ES is changed from 13 to 15 because the current date of rescheduling is Day 15 Duration is changed from 5 to 3 because EF = 18 has to be maintained 15 April 13, 2025 GE 404 (Engineering Management)
Further Reading 16 Read more about the Project Monitoring and Control from: Jimmie W. Hinze. Construction Planning and Management, Fourth Edition, 2012, Pearson. April 13, 2025 GE 404 (Engineering Management)
Thank You 17 Questions Please April 13, 2025 GE 404 (Engineering Management)