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This project examines the project scheduling of a contract to supply a portal frame steel building to be done by Engineering & Construction Incorporated.
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| Submitted: Mon Jun 19 2006
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TABLE OF CONTENTS EXECUTIVE SUMMARY 2 INTRODUCTION 3 BACKGROUND 5 Abridged History Of Companies Involved 5 Rose Hall Estate 6 METHODOLOGY 8 PERT / CPM Method 8 Charting 9 ANALYSIS Expected Times & Variances 10 Comments On Task Times 11 Project Network 13 Activity Schedule 14 Variability Analysis 15 Time / Cost Analysis 16 FINDINGS / RESULTS List Of Findings 17 Critical Path / Time Discussion 18 RECOMMENDATIONS 20 REFERENCES 22 APPENDICIES 23 Contract Documents 23 Corporate Documents 28 EXECUTIVE SUMMARY This project examines the project scheduling of a contract to supply a portal frame steel building to be done by Engineering & Construction Incorporated. This turnkey operation encompasses the entirety of the project, from the purchase of the raw materials to the delivery and erection of the finished product on site. The project was evaluated using the program evaluation and review technique (PERT) and the critical path method (CPM.) The analysis found that the expected total project time would be 290.9 days and time required for 95% probability of paying no liquidated damages is 314.2 days. The contract time for the project was 291 days, including time variations requested by the contractor (ECI.) This resulted in...
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