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Updating Construction Schedules • Procedure: – Change the duration of all completed activities to zeros. – Identify all activities on which work is currently proceeding as live activities. – Put early start time of live activities equals the update time and their durations equal the remaining duration given by the update report. – Change durations of future activities as given in the update report. – Carry out network analysis in the normal way and prepare a new activity schedule. Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 1 Example Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 2 Example • The position of the activities at the end of the fifth week is as follows: – – – – – – Activities B, C, D and E have been completed. Activity F is ready to start at beginning of week 6. Remaining duration of activity H is 4 weeks. Remaining duration of activity I is 3 weeks. Activity G will not start until end of week 7. Volume of work in activity L has been increased by 33% approximately. – Activity J has been omitted. – It is decided to shorten activity K by 2 weeks. • Construct the updated schedule indicating the critical path and showing new activities times. Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 3 Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 4 Work Breakdown Structure • WBS divides the project into recognizable systems (work packages, WP’s or Bid Packages) that responsible assignable work units, and for which accountability can be expected/assigned. Project Work Packages Activities Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani Sequencing 5 Traditional A/E PDS Owner A/E Sub1 Fall 2006, King Saud University GC Sub2 Sub3 Time and Cost Control Dr. Khalid Al-Gahtani Sub4 6 Professional Construction Management Owner A/E WP1 Fall 2006, King Saud University CM WP2 WP3 Time and Cost Control Dr. Khalid Al-Gahtani WP4 WP4 7 Developing WPs • Develop WBS – Identify WPs • Draw a WPs Network WP3 WP1 WP4 WP6 WP2 WP5 Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 8 Developing WPs • Each WP must have – One Performing Agency (PA) such as Subcontractor – One Responsible Agency (RA) such owner’s Project Engineers • Interconnection between Packages should be district and clear to facilitate coordination WP1 WP2 WP3 Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 9 Developing WPs • Bid a WP at the most short time so as to stimulate competition (Keep away uncertainty) WP1 Fall 2006, King Saud University WP2 Time and Cost Control Dr. Khalid Al-Gahtani WP3 WP4 10 Cost Coding System • Cost Central level = Lowest level at which functional responsibility for individual WBS element exit. – XXX XXX XXX XXX • An example: – 0534.02220.21.A.00.cf34 Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 11 MASTERFORMAT system TABLE 1 Major Divisions in the Uniform Construction Index 0 Conditions of the contract 1 General requirements 2 Site work 3 Concrete 4 Masonry 5 Metals 6 Wood and plastics 7 Thermal and moisture prevention 8 Doors and windows Fall 2006, King Saud University 9 Finishes 10 Specialties 11 Equipment 12 Furnishings 13 Special construction 14 Conveying system 15 Mechanical 16 Electrical Time and Cost Control Dr. Khalid Al-Gahtani 12 Cost Coding System • Advantages of coding systems are: – Provide a numbering system to replace verbal descriptions of items. – These codes reduce the length or complexity of the information to be recorded. – aids consistency in definitions and categories between projects and among the various parties involved in a project. – aid in the retrieval of historical records of cost, productivity and duration on particular activities. – electronic data storage and retrieval operations are much more efficient with standard coding systems. Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 13 Project Cost Control • Budgeted Cost of Work Scheduled (BCWS) is the budgeted amount of cost of the work scheduled to be accomplished in a given time period (including support and allocated overhead). • Budgeted Cost of Work Performed (BCWP) is the budgeted amount of cost for the work completed in a given time period, including support effort and allocated overhead. (This is sometimes referred to as “earned value of work accomplished”.) • Actual Cost of Work Performed (ACWP) is the amount reported as actually expended in completing the particular work accomplished within a given time period. Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 14 Type of performance BCWP BCWS ACWP Fast & Low Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani BCWS 15 Type of performance ACWP BCWP BCWS Fast & High Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 16 Type of performance Fast & Low BCWS BCWP ACWP Slow & Low Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 17 High TypeFast of&performance BCWS ACWP BCWP Slow & High Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 18 Cost Index Cost Variance = BCWPACWP +ve Under Budget Cost Variance 0 Within Budget - ve Over Budget Cost Performance Index = BCWP/ACWP >1 Under Budget CPI =1 Within Budget <1 Over Budget % cost overrun/underrun ACWP BCWP = , BCWP Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 19 Schedule Index Schedule/Performance Variance=BCWP-BCWS. +ve Ahead Schedule Sch./per. Variance 0 On Schedule -ve Behind Schedule Schedule Performance Index = BCWP/ BCWS. >1 Ahead Schedule SPI =1 On Schedule <1 Behind Schedule Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 20 Budgeted Cost At Completion (BAC) = Total ofCost/Time Quantities UnitAt price Estimated Completion Planned BudgetedTime CostAtAtCompletion Completion(TAC) (BAC) = Total of Quantities Productivity Quantities ÷ Planned Unit price Estimated CostAtAtCompletion Completion(TAC) (EAC) Planned Time ACWP BAC Productivity = Total of Quantities ÷ Planned ToDate = BAC = BCWP CPI ToDate ToDate Estimated Cost At Completion (EAC) More accurate estimate can be reached by using these formulas: To Date Variance Time ACWPToDate BAC BAC = Estimated=Cost At Completion (EAC) CPI ToDate ToDate BCWP BCWP ToDate = 1 - BCWP Time ToDate (BAC To Date ) = ACWP ToDateToDate To Date Variance Time BCWS CPI ThisPeriod BCWP Fall 2006, Time andCost Control Estimated Time At Completion (ETAC) ToDate = 1 Time King Saud University Dr. Khalid Al-Gahtani ToDate 21 Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 22 Project Example Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 23 Project Example Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 24 Project Example ENGINEERING SUBTASKS STATUS AT END OF MONTH 3 (thousands of dollars) Task System design Subcontract specs Material tests Specs review Drafting Fabrication/assembly support Fabrication/assembly process Test support Engineering release and review Total Fall 2006, King Saud University Status Completed Started Completed Started Started Completed Started Started Not Started Time and Cost Control Dr. Khalid Al-Gahtani BCWS $131.0 132.0 22.0 22.0 97.0 29.0 100.0 21.0 BCWP $131.0 82.0 22.0 15.0 59.0 29.0 63.0 21.0 ACWP $144.0 84.0 22.5 15.5 59.0 36.0 67.0 21.0 $554.0 $422.0 $449.0 25 Project Example Figure 5-9 Status summary of engineering subtasks in progress and estimate to complete. Task Subcontract specs Specs review Drafting Fabrication/assembly process Test support BCWS BCWP ACWP Status $132 $82 $84 Behind schedule and over cost 22 15 15.5 Behind schedule and over cost 97 59 59 Behind schedule but within cost 100 63 67 Behind schedule and over cost 21 21 21 On schedule and within cost 449 Estimated to complete: 765 =$812 K 442 Summary: Engineering work is behind schedule and a cost overrun is occurring Fall 2006, King Saud University Time and Cost Control Dr. Khalid Al-Gahtani 26