
【国外标准】 Standard Classification for Allowance, Contingency, and Reserve Sums in Building Construction Estimating
本网站 发布时间:
2024-02-28
开通会员免费在线看70000余条国内标准,赠送文本下载次数,单本最低仅合13.3元!还可享标准出版进度查询、定制跟踪推送、标准查新等超多特权!  
查看详情>>

适用范围:
4.1 When preparing construction, project, and program cost estimates, it is often necessary to make monetary provision for change or risk, or both, or other exigencies where information is incomplete.4.2 Such allowance, contingency or reserve sums are employed by many persons engaged in the planning, delivery, and financing of construction work.4.3 These users include owners, developers, facilities programmers, cost planners, estimators, schedules, architects and engineers, specification writers, operating and maintenance staff, manufacturers, educators, financial managers, and comptrollers.4.4 Usage: 4.4.1 These sums are especially appropriate when performing the following activities:Cost budgeting;Conceptual, design, and construction cost estimating;Preparing complete forecast cost for economic evaluation, investment analysis, and approval; andControlling cost during planning, design, and construction.4.4.2 In any of these activities a needed requirement, or component, of the planned construction can be known while the defined solution, design or specification, for providing this may not. The usual, and appropriate, response in these situations, is the inclusion of a monetary sum, within an estimate, to provide for this (these) requirement(s).4.4.3 Such sums may be general or specific in scope, may be planned to be spent or may only be included as possible mitigation for unplanned events and requirements.4.4.4 To distinguish between these sums, and in recognition of their differing purpose, they are described, and classified here, using the terms allowance, contingency, or reserve.NOTE 1: Section 5 includes a generic statement of purpose for each of the three terms and provides a sub-classification that distinguishes between sums included for specific purposes and for non-specific, that is, general purposes. In cost budgeting, conceptual and design estimating especially, an estimator may intuitively recognize the need for a general purpose sum. This recognition comes in the absence of any known specific requirement other than the need to ensure the estimate total is a reasoned forecast of a reasonable bid result.4.5 This classification defines allowance, contingency, and reserve sums as items common to construction, project, and program estimates through planning, design, construction, and completion. The terms are sufficiently generic to be applied in all forms of construction work.1.1 This classification establishes a classification for allowance, contingency, and reserve sums used in construction, project, and program estimating.1.2 This classification applies to all construction work.1.3 This classification is not based on permanent physical elements of construction (as defined and classified in Classification E1557). Rather, the classification items are cost components common to construction, project, and program estimates.1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
标准号:
ASTM E2168-10(2023)
标准名称:
Standard Classification for Allowance, Contingency, and Reserve Sums in Building Construction Estimating
英文名称:
Standard Classification for Allowance, Contingency, and Reserve Sums in Building Construction Estimating标准状态:
Active-
发布日期:
-
实施日期:
出版语种:
- 推荐标准
- ANSI INCITS TR-10-1995 Information Processing Systems Technical Report - Part Programming Tutorial for American National Standard APT Language As Defined by ANSI X3.37-1995 (NOT AN AMERICAN NATIONAL STANDARD) (formerly ANSI X3/TR-10-1995)
- ANSI X9.104-1-2004 (R2023) Financial transaction card originated messages - Card acceptor to acquiring host messages - Part 1: Messages, data elements and code values
- ANSI X9.104-2-2004 (R2023) Financial transaction card originated messages - Card acceptor to acquiring host messages - Part 2: Convenience store and petroleum marketing industry
- AS 1012.10-1985 Methods of testing concrete Method for the determination of indirect tensile strength of concrete cylinders ('Brazil' or splitting test)
- AS 1012.10-1985/Amdt 1-1987 Methods of testing concrete - Method for the determination of indirect tensile strength of concrete cylinders ('Brazil' or splitting test)
- AS 1038.10.1-2003 (R2013) Coal and coke - Analysis and testing Determination of trace elements - Coal, coke and fly-ash - Determination of eleven trace elements - Flame atomic absorption spectrometric method
- AS 1038.10.5.1-2003 (R2013) Coal and coke - Analysis and testing - Coal, coke and fly-ash - Trace elements - Determination of mercury content - Tube combustion method
- AS 1085.10-2002 (R2013) Railway track material Rail anchors
- AS 1301.P10rp-1986 Methods of test for pulp and paper (metric units) Determination of moisture in wood chips - Distillation method
- AS 1418.10(Int)-2004/Amdt 2-2007 Cranes, hoists and winches Elevating work platforms
- AS 1418.10(Int)-2004/Amdt 3-2008 Cranes, hoists and winches Elevating work platforms
- AS 1684 Supp 10-1992 National Timber Framing Code - Timber framing span tables - Seasoned softwood - Stress Grade F7 (Supplement to AS 1684-1992)
- AS 1684.2 N1/N2 Supp 10-2006 Residential timber-framed construction Non-cyclonic areas - N1/N2 Supplement 10: Timber framing span tables - Wind classification N1/N2 - Unseasoned softwood - Stress Grade F5 (Supplement to AS 1684.2-2006)
- AS 1684.2 N1/N2 Supp 10-2010 Residential timber-framed construction Non-cyclonic areas - N1/N2 Supplement 10: Timber framing span tables - Wind classification N1/N2 - Unseasoned softwood - Stress Grade F5 (Supplement to AS 1684.2-2010)
- AS 1684.2 N3 Supp 10-2006 Residential timber-framed construction Non-cyclonic areas - N3 Supplement 10: Timber framing span tables - Wind classification N3 - Unseasoned softwood - Stress Grade F5 (Supplement to AS 1684.2-2006)