By S. Keoki Sears
For greater than thirty years, building undertaking administration by means of Clough and Sears has been thought of the preeminent consultant to the severe direction strategy (CPM) of venture scheduling. It combines a great origin within the rules and basics of CPM with specific emphasis on undertaking making plans, established via an instance project.This 5th variation encompasses a variety of advancements. New pedagogical units increase absorption of the cloth. up-to-date hard work, fabric, and gear pricing is integrated into the textual content. assurance is improved through discussions of latest making plans and administration equipment reminiscent of paintings Breakdown constructions (WBS) and the Earned price administration method (EVMS).A street bridge with an entire price estimate, together with SI devices, illustrates all the rules of venture administration. utilizing this simple details and the case stories within the appendix, readers are given venture administration difficulties and hands-on undertaking administration experience.The 5th version beneficial properties include:Complete insurance of making plans and scheduling rules that practice to each form of building projectExpanded assurance of creation planningLarge foldout illustrations comfortably built-in in the course of the bookThorough and recent, building undertaking administration, 5th version is a wonderful textual content for college students and an necessary on-the-job reference for developers, architects, civil engineers, and different development pros.
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Extra info for Construction Project Management: A Practical Guide to Field Construction Management
These records of past cost experience are a valuable resource to the estimator when new projects are being estimated. For both cost-control and estimating purposes, a construction project must be broken down into standardized and categorized building blocks, often called cost codes, work types, or Work Breakdown Structure (WBS) elements. Hence, cost information gathered during the construction phase must be tracked using the same cost codes that will be used in producing future estimates. This allows the historical cost information to be recalled 23 24 2 Management System and assembled in a variety of different ways to produce reasonable cost estimates of future projects.
A tractor with a low-boy trailer and a 25-ton crane will be needed for transport and assembly of the pile driving rig. A crawler tractor with bulldozer blade will do the unclassiﬁed excavation, and a 1-cubic-yard backhoe will be used for the structural excavation. A ﬂatbed truck, troweling machine, and concrete saw will complete the list of larger equipment needs. Smaller equipment such as concrete vibrators and assorted small tools will be provided as needed and priced elsewhere. These are the kinds of advance equipment decisions that must be made during the estimating stage.
The highway bridge, a segment of the Example Project, has been selected to serve as the basis for discussion of a project estimating and cost system. Although the highway bridge would be estimated and bid as a part of the total Example Project, it has been isolated here for demonstration purposes. The highway bridge to be erected is a single-span vehicular bridge that will cross a small ravine. The bridge is of a deck-girder type and is of composite steel-concrete construction. 2 show the bridge proﬁle and a transverse section.