• 제목/요약/키워드: Construction Cost per Area

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신축 공공도서관의 지위적 역할에 따른 규모와 지역 특성에 따른 건립공사비 기준에 관한 연구 (A Study on the Guideline of construction cost according to Size of position and Regional characteristics of New Public Libraries)

  • 이철재;윤지원;이민
    • 한국실내디자인학회논문집
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    • 제26권3호
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    • pp.113-120
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    • 2017
  • As the functions and roles of public libraries expand, it is time for qualitative growth. In order to improve the quality of public libraries, it is important to plan actual construction costs through systematic feasibility study. Therefore, the purpose of this study is to present the guideline of construction costs considering the size and regional characteristics according to the status role of the new public libraries. The construction costs are based on actual data. The results of the study are as follows. First, we derived the analysis framework according to the size and regional characteristics. The status role of the public libraries was considered theoretically. The size was classified according to status role of the public libraries. Regional characteristics were classified through literature review. Through this, an analysis framework was derived according to size and region. Second, the actual data on construction costs of the new public libraries were examined and analyzed. Basic factors, size, area, and construction costs were analyzed for 285 libraries nationwide that opened from 2010 to 2016. The data of 129 newly opened public libraries were classified. To present construction costs depending on price fluctuation, construction cost index was analyzed as of September 2016. Third, a guideline of construction costs for new public libraries was suggested. The construction cost per $1m^2$ of building area was analyzed. By multiplying 116.70(p), the construction cost index, the construction cost per $1m^2$ of total building area was calculated to be 2,472,350 won. When applying the research result, construction costs can be gained by adding construction cost index of the month.

AN APPROACH FOR ESTIMATING TOTAL COST OF OCCUPATIONAL SAFETY FOR BUILDING CONSTRUCTIONS

  • Gurkan Emre Gurcanli;Nesimi Teoman Korkutan;Ugur Mungen
    • 국제학술발표논문집
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    • The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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    • pp.168-175
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    • 2011
  • Construction accidents are major problem in Turkish Construction industry and especially fatally rates are very high. Current legislative system on occupational safety in Turkey enforces employers to implement safety measures as well as safety management systems. However level of consciousness in the industry is unsatisfactory and safety are perceived as extra cost and unnecessary expenditure. Moreover, especially in small residential building constructions which have a big share in the industry and unfortunately safety measures to mitigate or abate construction risks do not exist. The study focuses on small residential building construction sites and in the scope of this study, thirty building projects are examined. For each building project, project cost including labour and material costs, service and consultancy costs for mechanical, electrical systems as well as architectural and structural services, costs for supervision and finally general expenditures for construction site facilities were calculated. On the other hand, occupational safety costs for personal protective equipment, collective protective measures, consultancy and training were determined. Work breakdown structures were established and for each work item firstly occupational risks were evaluated and furthermore according to risk scores safety measures to be implemented were defined and related costs were calculated. The study gave results for total safety cost on average, in terms of percentage of total project cost (3.73% of total project cost), safety cost per man-hour (0.40 USD) and safety cost in terms of unit construction area (11.60 USD per square meter). Since safety management is a part of whole project management process, study gives suggestions and techniques to calculate safety costs and implement safety measures as a part of project management service for professionals. Authors believe that suggested approach may easily developed by the usage of more data to establish a model for estimation not only for building construction sites but also for all construction projects.

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아파트의 적정 건설층수 결정을 위한 에머지(emergy)평가 (Emergy evaluation of the optimum number of stories of new apartment buildings)

  • 임정혁;강대석;이석모
    • 한국환경과학회지
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    • 제14권5호
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    • pp.473-480
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    • 2005
  • The cost of the construction and management of new apartment buildings was evaluated using a monetary analysis and an emergy concept to provide a new perspective regarding the housing policy of Korea. The systems of analyses were typical apartment buildings with an area of $76.03m^2$ per household in Korea built on the same size of land area. Three apartment buildings with different stories were evaluated and compared; 5-story, 15-story, and 20-story apartment buildings. The durable years of those apartments were assumed to be 40 years. The total cost of the construction and management of an apartment building was divided into three categories of construction, land purchase, and management. A 20-story apartment showed the highest cost and a 15-story apartment the lowest in the monetary cost analysis. In contrast, the emergy evaluation revealed a different pattern in the cost of construction and management, the cost increasing from a 5-story apartment to a 20-story one. This means that the higher the apartment constructed, the greater the cost in terms of real wealth. This result suggests that new evaluation methodologies like the emergy analysis should be used together with the monetary analysis to provide better insights on the national housing policy.

A Case Study on Assessing the Productivity of a BIM team in a Construction Company

  • Huang, Chien-Hsun;Hsieh, Shang-Hsien
    • 국제학술발표논문집
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    • The 6th International Conference on Construction Engineering and Project Management
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    • pp.259-262
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    • 2015
  • Due to the labor-intensiveness, high investment cost, long execution time, frequent change orders, and many stakeholders in a BIM project, a BIM manager is bound to face a lot of risks to make decisions in cost managing process. Since the productivity of a BIM team will affect the execution cost, this study investigates a simple method of assessing the productivity of a BIM team using the working timesheet records of the team. In this research, the productivity of a BIM team is defined as the effective working floor area (in square meters) of BIM uses per labor-time (in man-months) spent by the team. After the applicability of this method is tested by regression analysis using data from 5 real BIM projects in the construction phase, it is found that the simple productivity definition adopted in the method, although easy-to-implement, does not produce a statistically constant productivity value. More research is therefore needed in the future to devise better indicator(s) for assessing the productivity of a BIM team.

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보용 시스템 거푸집의 전용계획 자동화 알고리즘 기초연구 (Basic study of reuse planning automation algorithms on system forms that are used on girders and beams)

  • 임채연;김선국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.7-8
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    • 2015
  • Formwork accounts for 10% of the total construction cost and 30~40% of the framework cost, which is a fairly large part. Various system forms were developed for improved economic feasibility and constructability of formwork and for reduced construction duration. In general, the price of system forms per unit area is higher than that of the conventional method, yet the total construction cost can be reduced through higher reusability and constructability. However, if the reusability of forms is excessively increased to cut down the material cost, it may increase the construction duration, which will result in cost increase. On the other hand, if the reusability is decreased for reduction of construction duration, it may lead to cost increase caused by excessive input of materials. To solve such a problem, an algorithm for simplified reuse planning that meets the requirements of construction duration, cost, quality and safety is required. In this regard, the study intends to perform a fundamental research for development of reuse planning automation algorithms on system forms that are used on girders and beams.

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공공임대주택 단위 수선비용 특성 분석 (The Characteristics of the Repair Unit Cost in Public Rental Housing)

  • 이강희;채창우
    • KIEAE Journal
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    • 제14권5호
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    • pp.103-109
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    • 2014
  • Apartment housing should require the systematic maintenance to provide the decent living condition during its life. Each household should participate the maintenance activities and pay for the repair. Therefore, the required cost for repair would be needed to plan in the repair schedule because each household could not pay the much repair money at a time. After apartment constructed, a long term repair plan would be prepared in repair time, repair scope and a required cost. A few studies are said that the repair cost depends on the building deterioration, elapsed year and management factors. The above factors are not be certain to affect the repair management while it may be important to prepare the required money and the repair time. In this paper, it aimed at analyzing the correlation between the repair management and the management factors, especially total area, number of household. This would educe the unit cost per number of household and management area in the individual boiler and elevator with full change and full repair. The unit cost per number of household and area for full change are about 199,000 won/household and $1,954won/m^2$ in the individual boiler respectively. The unit cost of the elevator for full change is 94,000 won/household and $5,429won/m^2$ respectively. Second, this study shows that the elapsed year after construction would not be related the repair unit cost.

강박스교량 공사비 특성 분석 (Analysis on Characteristic of Construction Cost for Steel Box Bridge)

  • 선창원;경갑수;강신화;권순철
    • 한국강구조학회 논문집
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    • 제21권1호
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    • pp.1-14
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    • 2009
  • 설계단계별 적정공사비를 산출하는 것은 건설공사의 효율적인 예산확보 및 집행에 있어서 중요한 이슈의 하나이다. 이러한 것을 고려하여 본 연구에서는 강교량 공사비 산출을 위한 기본자료 구축의 일환으로 기존 설계된 강교량의 수량 및 단가산출서, 내역 산출서 등의 설계내역서를 분석하여 강박스 교량의 기본적인 제원 특성 등을 조사하고자 한다. 또한 강박스교량의 예정가격 공사비 특성과 교량 공사 공종별과의 상관관계를 평가하는 것에 의해 향후 강교량 기획단계의 적정공사비 산정을 위한 기초자료를 제공하여 효율적이고 타당한 적정공사비 산정모델 구축을 위한 기본 자료를 제시하고자 한다. 이상의 연구 결과 전체 공사비에서 각 공종이 차지하는 비율 및 단위 공사비를 산출하였으며, 강교량 공사비의 영향요인을 도출하였다.

실적공사비 분석을 통한 공공주택 공사비 추정에 관한 연구 (A Study on the Presumption of Construction Cost of Public Apartment by Analyzing Actual Construction Cost)

  • 윤우성;이현철;이한민;고성석
    • 한국건설관리학회논문집
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    • 제10권2호
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    • pp.132-144
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    • 2009
  • 본 연구에서는 기 준공된 국내 공공주택의 실적공사비 분석을 토대로 공공주택 공사비 추정을 위한 기초자료를 제시하고자 하였다. 이에 대한주택공사(이하 주공)에서 발주하여 2004년부터 2007년까지 준공된 각 지역별 23개의 공공주택을 연구 대상으로 선정하여, 실제 투입 및 정산된 실적공사비를 분석하였다. 분석항목으로는 주요 직접비 항목인 공통가설, 건축, 토목, 기계설비 4개의 공종을 대상공종으로 하였으며, 물가상승률을 고려한 경상가 기준의 투입 공사비를 준공연도, 지역, 연면적, 분양방식별로 분류하고, 이에 따른 $3.3m^2$당 실적공사비를 각 공종별로 비교 분석하여 평균 실적공사비를 토대로 한 공사비의 유추와 산정식을 분석 제시하였다.

5가지 비용변수를 이용한 경제적 측면에서의 적정임도밀도 산정 (Economical Optimum Forest Road Density with five Cost Variable)

  • 박수규;강건우
    • 한국산림과학회지
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    • 제99권1호
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    • pp.1-8
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    • 2010
  • 본 연구는 유럽중부지방에서 사용되고 있는 적정임도밀도산출방법을 우리나라 지형을 대상으로 적정임도밀도를 산정하였다. 경제적 측면에서의 5가지 비용변수를 이용한 적정임도밀도의 산정 결과는 총비용이 최소가 되는 부분으로서 조사지에 대한 적정임도밀도는 10.51 m/ha로 산출되었다. 이 때 총비용은 연간 235,354원/ha이며 임도개설비용은 임도의 내구연한을 30년으로 하고 이자는 3%로 했을 경우에 연간 99,693원/ha, 임도보수비용은 연간 14,502원/ha, 집재비용은 연간 99,564원/ha, 보행경비(CF)는 연간 18,142원/ha, 임도개설을 통한 산림생산임지의 감소에 따른 손실비용은 연간 3,454원/ha으로 산출되었다.

Empirical Analysis of Man-hour Data to Support a Cost-Plus Pricing Approach for Estimating BIM Service Costs

  • Koo, Bonsang;Lee, Ghang;Kim, Chung-woon;Shin, Byungjin
    • 국제학술발표논문집
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    • The 6th International Conference on Construction Engineering and Project Management
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    • pp.660-661
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    • 2015
  • Building Information Modeling (BIM) is a nascent technology in Korea, and currently lacks formal guidelines to assist Architectural and Engineering (AE) firms in estimating BIM service fees, while also allowing government agencies to allocate budgets for the rendered BIM services. This research provides a method to estimate costs for BIM services based on the cost-plus pricing framework. The approach requires a generalized estimate of the man hour per floor area data to calculate the direct labor costs. Man-hour data were collected from forty five projects that have implemented BIM. Interpolation of the man-hours was performed to develop a general reference table for 'Type 2' (i.e., public schools and office buildings, etc.) projects. By providing an objective approach for estimating the costs of BIM services, it allows clients and AE firms to agree upon a fair cost for BIM related services, and thus expedite its adoption in Korea.

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