Professional Construction ManagementMcGraw-Hill, 1984 - 540 pages The subjects covered in this book include those normally studied in an introductory overview course on construction management, and there is enough depth and added material to serve as the basis for a more advanced course, focusing on organizational and contractual approaches to project management, and the related planning and control systems. This new edition strengthens its coverage of the business aspects of the industry, with a section devoted solely to the business methods in professional construction management. The text's practical in-depth approach to the major engineering and management techniques appeals to both students and practitioners alike. Copyright © Libri GmbH. All rights reserved. |
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Page 173
... FINISH : 07/18/83 QUANTITIES : 82400 74410 31890 106300 70 % 23900 29.0 % HIGH ACT FINISH : UNIT COSTS : $ 0.48 $ 0.43 $ 0.43 $ 0.43 - $ 0.05 -10.4 % LOW CPF . 0330 CONCRETE PLACING FOR FOUNDATION CT EST FINISH : 08/01/83 QUANTITIES ACT ...
... FINISH : 07/18/83 QUANTITIES : 82400 74410 31890 106300 70 % 23900 29.0 % HIGH ACT FINISH : UNIT COSTS : $ 0.48 $ 0.43 $ 0.43 $ 0.43 - $ 0.05 -10.4 % LOW CPF . 0330 CONCRETE PLACING FOR FOUNDATION CT EST FINISH : 08/01/83 QUANTITIES ACT ...
Page 496
... finish time for each activity 3 The " backward pass " calculation to determine the latest allowable start and finish time for each activity 4 " Total - float " calculations to determine how long each activity could be delayed without ...
... finish time for each activity 3 The " backward pass " calculation to determine the latest allowable start and finish time for each activity 4 " Total - float " calculations to determine how long each activity could be delayed without ...
Page 497
... finish ( EF ) times of its predecessors . 3. The early finish ( EF ) of an activity is equal to its early start ( ES ) plus its duration ( D ) . In mathematical notation , these rules can be expressed as follows : ES ( initial ...
... finish ( EF ) times of its predecessors . 3. The early finish ( EF ) of an activity is equal to its early start ( ES ) plus its duration ( D ) . In mathematical notation , these rules can be expressed as follows : ES ( initial ...
Contents
Professional Construction Management in | 3 |
MANAGEMENT IN PRACTICE | 15 |
Development and Organization of Projects | 18 |
Copyright | |
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Common terms and phrases
activities activity x actual Agreement alternative applicable approach approval Architect award bar chart basic bid packages bidders budget building change orders Chapter completion concept concrete construction contracts construction cost Construction Manager's construction project contract packages contractor control system cost code cost engineering critical path Critical Path Method curve design-construct detail developed documents drawings earthwork economic equipment evaluation example facilities factors fair-cost estimate field construction manager Figure finish firms Guaranteed Maximum Price home office HVAC important inspection kg/cm² labor lump-sum materials ment methods Mountaintown Warehouse negotiated operations organization overall owner payment percent performance phased construction program plans and specifications prepared procedures productivity professional construction manager progress project cost Project Manager proposed quality control quantities reports responsibilities safety scope standard Structural steel subcontractors summary tion Total unassigned unit utilities Value Engineering