• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.606-615
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• 2009

Estimating the reasonable construction-cost according to the construction phase in public construction is an important element for securing and executing a national budget efficiently. As a general rule, the predetermined cost of construction is estimated at the end of the design of the target structure. Therefore, it seems to be a considerably difficult problem to estimate the approximate cost of construction, only with its basic information of the bridge in the design planning phase and the early design stage where we can not have specific detailed-section of the target structure. In this paper, we present the calculation of construction-cost in the planning phase based on the analysis of factors affecting the cost of construction conducted in the previous study. Beside, to estimate the cost of construction in early design phase, we would like to present the calculation of construction-cost in the early design phase by executing the analysis of data collected from 61 steel box bridges. It was found from the result of study that the estimated cost of construction gained by the calculation of construction-cost in this paper reduces the error between the real cost of construction and that by the existing method of using.

• Journal of Construction Engineering and Project Management
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• 제4권3호
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• pp.13-20
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• 2014

Estimating time and cost is an important mission in the early phase of a construction project, especially in feasibility study. It provides a foundation for making decision whether or not the project is performed on schedule and within budget. Thus, reliability of this estimate plays a key role in measuring the success of a project. This study was carried out to investigate the time-cost relationship in building construction projects in Bangladesh. The mathematical equation used in this study is based on Bromilow's equation. The research data were collected from sixty-three completed building projects through questionnaire survey. Type of clients, type of projects, and tender methods are the project characteristics considered in this study. The results of analysis indicated that the Bromilow's time-cost (BTC) models developed for each project characteristic are appropriate due to quite high coefficient of determination and relatively small mean percent errors. Among them, the forecasted model for time and cost according to tender methods is the best fit model. It is concluded that the BTC model could be applied in building construction project to predict its time and cost in Bangladesh. Four different regression models were also developed in this study. The results of BTC model between some selected countries were compared to gain the comprehensive view.

• 한국건설관리학회논문집
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• 제12권3호
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• pp.101-111
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• 2011

건설기술관리법에 의하여 발주자는 수급자에게 품질관리비용을 계상하여야 한다. 품질관리비용은 건설현장에서의 수급자가 품질확보를 위하여 수행하는 품질관리활동에 소요되는 비용을 말하며, 안전관리비, 환경보전비와 같이 별도의 항목으로 계상하도록 정하고 있다. 그러나 품질확보를 위한 업무는 수급자의 의무사항이며, 공사비에는 품질관리비용이 이미 포함되어 있으므로 중복 계상할 수 없다는 발주자의 입장과 품질시험관리인의 인건비는 간접노무비에 포함되어 있다는 회계예규의 조항 등으로 인하여 품질관리비용이 아직 현실화되지 못하고 있다. 과거 수차례에 걸쳐 조사한 결과에 의하면 총공사비의 약 0.2%가 품질관리비용으로 계상되고 있는 바, 이 비용 규모는 현실적이지 못하다는 수급자의 주장을 고려하여 품질관리비용의 정의 및 내용에 대하여 관련자료를 토대로 고찰하고 품질관리비용 현실화와 관련된 제반 문제점을 제시함으로써 품질관리비용 현실화의 토대를 제공하고자 한다.

• 한국건설관리학회논문집
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• 제23권5호
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• pp.65-76
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• 2022

국내 건설기술의 발전을 도모하고 국가경쟁력을 제고하기 위한 목적으로 1989년 도입된 건설 신기술 지정제도는 심사과정에서 신기술의 원가계산서를 검토하고, 설계·시공 공사비, 유지관리비 등 비용절감효과와 공사기간 단축 효과를 경제성 항목으로 평가하고 있다. 그러나 이 과정에서 고유기술에 대하여 공사비산정기준관리기관과 신기술 개발자간의 의견차이가 빈번히 발생하고 있으며, 또한 현행 신기술에 대한 원가산정기준이 단위수량당 소요량만을 제시하는 방식으로 생산성에 대한 정보가 부재하여 기존 유사 기술과의 공사기간에 대한 객관적인 비교가 어려운 실정이다. 본 연구에서는 건설 신기술 심사 시 원가산정기준 검토절차와 심사기준, 신기술 품셈 작성방법 등 현황을 분석하고 해외 원가산정기준과 비교하여 현행 건설 신기술의 원가산정기준 개선방안을 제시하였다. 제시한 개선방안은 작업조 기반의 생산성 정보를 제공하고, 적용단가를 제시하여 원가기준의 투명성을 확보할 수 있도록 구성하였으며, 신기술의 특성을 고려하여 재료비와 기계경비에 대한 원가정보 역시 제공할 수 있도록 하였다. 본 연구의 개선된 원가산정 기준을 통해 발주자에게 신기술에 대한 원가정보를 현행보다 세부적으로 제공하고, 공사비 산정 과정을 보다 간소화함으로써 건설 신기술의 활용과 현장적용성을 향상시킬 수 있으리라 기대된다.

• 대한안전경영과학회지
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• 제7권5호
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• pp.9-18
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• 2005

This study delivers the actual condition of investment for industrial accident prevention based on survey of 526 construction sites. The various research techniques were used such as technical statistic analysis for construction industry, construction and civil engineering works, cost comparison of industrial accident prevention and accident loss. A formula was deduced to calculate accident loss and accident frequency by accident prevention cost through regression analysis.

• 대한안전경영과학회지
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• 제7권5호
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• pp.19-30
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• 2005

This study delivers the actual condition of investment for industrial accident prevention based on survey of 526 construction sites. The various research techniques were used such as technical statistic analysis for construction industry, construction and civil engineering works, cost comparison of industrial accident prevention and accident loss. A formula was deduced to calculate accident loss and accident frequency by accident prevention cost through regression analysis.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.72-76
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• 2015

Capital project benchmarking requires an effective cost normalization process to compare cost performance of projects accomplished in different time and location. Existing cost normalization approaches have been established based on the assumption that all required information for cost normalization is fully identified once a project is completed. Cost normalization, however, is sometimes required to evaluate phase-level outcomes of an ongoing project where the required information is not fully available. This paper aims to provide a cost normalization procedure for phase-based performance assessment. The procedure consists of three normalization steps: currency conversion, location adjustment, and time adjustment considering various scenarios where the required information is not fully identified. This paper also presents how the cost normalization procedure has been applied to the 10-10 Performance Assessment Program, which is a phase-based performance assessment system developed by the Construction Industry Institute (CII). Both researchers and industrial professionals can apply the cost normalization procedure to studies and practices regarding to cost estimation, feasibility analysis, and performance assessment.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 추계 학술논문 발표대회
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• pp.185-186
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• 2017

Even large construction projects of nuclear power plant construction and production data is increasing dramatically due to the introduction of ICT technologies, such as 3D scanning technology, wireless communication technology, virtual construction management technology. There are various attributes and types of data to be produced and managed because the documents generated by the contract method are different from the cost processing method. According to the requirements of the international nuclear bid, it is required to present the cost that is calculated based on resource quantity. This research considers ways in which the cost management based on the resource quantity.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.169-170
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• 2020

Occupational Safety and Health Management Cost, used to protect workers in Korean construction worksites and to create safe working environments, is a legally managed expense item. As this cost item is grounded on the Occupational Safety and Health Act, it is always implemented. However, because there is a ceiling on its rates, insufficient amounts of Safety Management Costs are often allocated to worksites, with the money not being used to areas essential to worker safety. As such, the current study raises the need to develop a set of standards to enable some items under the Occupational Safety and Health Management Costs-appropriated under the rate of indirect costs-to be appropriated as direct construction costs. As a preliminary step in this effort, the current study will provide basic data that can be used to create construction cost calculation standards for items that can be calculated as direct construction costs.

• Journal of Construction Engineering and Project Management
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• 제2권3호
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• pp.40-47
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• 2012

Construction management is essential for a achieving any pre-determined objective. It is however seen that in spite of construction management, majority of the project do not keep up their original time schedule and their completion cost is also higher as compared with the estimated cost The main reason for overrun in time and cost is that the planning at the outset of the project was not adequate or method of planning was not a refined one. In this research work, I showed the overall conditions of construction work and management in Sylhet city of Bangladesh and found many drawbacks in the construction management after completing my research. I found several factors affecting proper construction management and I have provided brief results. I have also provided some recommendations after my research work.