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 : UNIT COSTS : $ 3.14 $ 3.50 $ 3.59 $ 3.52 $ 0.38 12.1 % HIGH CRF . 0320 CONCRETE RE - STEEL FOR FOUNDATION EST START : 06/09/83 DURATION : ACT START : 06/12/83 COSTS : EST FINISH : 07/18/83 QUANTITIES : ACT FINISH : 11 UNIT ...
... FINISH : UNIT COSTS : $ 3.14 $ 3.50 $ 3.59 $ 3.52 $ 0.38 12.1 % HIGH CRF . 0320 CONCRETE RE - STEEL FOR FOUNDATION EST START : 06/09/83 DURATION : ACT START : 06/12/83 COSTS : EST FINISH : 07/18/83 QUANTITIES : ACT FINISH : 11 UNIT ...
Page 421
... Finish 255000 310600 565600 Overhead & Fill @ 12 % 68000 633600 Mountaintown Warehouse Milestone CPM 161 60 221 Early Start ( ES ) Legend Duration Early Finish 38 90 128 69 40 109 Start special floors 73 113 Roofing Description- Start ...
... Finish 255000 310600 565600 Overhead & Fill @ 12 % 68000 633600 Mountaintown Warehouse Milestone CPM 161 60 221 Early Start ( ES ) Legend Duration Early Finish 38 90 128 69 40 109 Start special floors 73 113 Roofing Description- Start ...
Page 501
... finish of activities K , L , and M , which have no followers , may be taken as 15 , the project completion time ... finish of D. The minimum of the late starts of L and M becomes the late finish for G and H. These calculations are : LF ...
... finish of activities K , L , and M , which have no followers , may be taken as 15 , the project completion time ... finish of D. The minimum of the late starts of L and M becomes the late finish for G and H. These calculations are : LF ...
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 Architect Architect/Engineer ARTICLE award bar chart basic bid packages bidders budget building Change Order Chapter completion concept concrete construction contracts Construction Cost Construction Manager's construction project control system cost code cost engineering critical path Critical Path Method curve design-construct detail developed diagram drawings economic equipment evaluation example facilities factors fair-cost estimate field construction manager Figure finish firms floor forward pass Guaranteed Maximum Price home-office HVAC labor lump-sum materials ment methods negotiated node operations organization overall Owner payment percent performance phased construction planning and control preliminary prepared procedures procurement productivity professional construction manager progress project cost Project Manager proposed quality control reports responsibilities safety schedule shop drawings standard Structural Structural steel Subcontractor summary tion Total Trade Contractors unassigned unit Value Engineering