• 한국건설관리학회논문집
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• 제11권3호
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• pp.105-114
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• 2010

2008년 Global 금융위기로 국내경기가 침체국면에 진입함에 따라 정부는 국내경기 활성화를 유도하기 위해 SOC예산을 증액하고 조기집행하고 있다. 정부에서는 재정투자사업에 대한 예산증액을 예방하기 위한 목적으로 총사업비관리지침을 1994년 제정하였고 후속적으로 관련제도를 보완 정비하면서 SOC건설사업의 사업비를 관리하고 있다. 이러한 정부의 사업비 증가방지에 대한 의도와는 달리 실제 시행되고 있는 SOC사업에서 총사업비가 대폭 증가하는 사례가 나타나고 있으며, 사업추진과 연관된 정부기관 및 연구기관에서는 총사업비 관리방안에 대한 보완 및 개선의 필요성을 주장하고 있다. 본 연구에서는 국내 SOC사업의 총사업비 관리체계에 대한 개선방안을 제시하고자 한다. 이를 위해 본 연구에서는 현행 SOC사업의 총사업비 관리현황을 고찰하여 As-Is Model을 정리하고, 해외 건설선진국에서 시행하고 있는 건설사업 사업비 관리현황을 통해 국내와의 차이점 파악하였으며, 국내 기존 총사업비 현황고찰자료 분석 및 해외 총사업비 관리현황과의 비교를 통해 국내 SOC건설사업의 총사업비 관리와 관련된 문제점을 도출하고, 제기된 문제점을 개선할 수 있는 총사업비 관리방안을 제시 하였다.

• 한국건설관리학회논문집
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• 제14권3호
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• pp.12-21
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• 2013

정부 재정지출의 효율성 제고를 위해 도입된 총사업비관리제도는 그간 대형 신규 공공투자사업 추진 시 적정한 절차를 순차적으로 거치도록 의무화하고, 총사업비 증가율을 억제하는 등 일부 성과가 있었다. 도입 18년이 지난 시점에서 공공건설사업의 사업비 관리의 근간이 되는 총사업비관리제도에 대한 적용 실태 및 제반 운영에 대한 사업참여자들의 인식을 조사하고, 설문을 통하여 운영상의 문제점을 도출하여 이에 대한 개선방안을 제시하였다. 기본적으로 공공건설사업의 사업비 관리는 사업 초기 단계에 예산을 정확히 산정하고, 후속 단계에서 이를 지키려는 노력을 시행하며, 확정된 예산에 가장 부합하는 사업의 가치 확보라는 개념에 입각해서 계획하고 관리하여야 한다. 공공건설사업의 총사업비관리의 체계화하고, 담당자의 전문성을 제고하는 한편 발주처의 자율성을 확대하여야한다. 무엇보다도 총사업비관리 대상사업의 적기 준공을 유도하여 사업기간 지연으로 인한 총사업비의 증액을 방지 할 수 있는 여건 조성이 필요하다.

• 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.

• 시스템엔지니어링학술지
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• 제8권1호
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• pp.1-7
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• 2012

This research aims to propose a model to estimate the appropriate SE Cost rate to the total project cost when systems engineering applied to light rail transit project. In this research an investment cost estimation model is proposed with reference to COSYSMO (Constructive System Engineering Cost Model). This model includes four input factors such as requirement numbers, interface numbers, algorithm numbers, and scenario numbers. When 2600 requirement numbers are considered on a proposal document with 350 pages in a light rail transit specification of 500 billion~trillion won scale, COSYSMO demo version estimates 42.5 billion won of SE cost (about 5% of total project cost or about 10% of E&M cost).

• 한국건설관리학회논문집
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• 제21권2호
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• pp.30-38
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• 2020

국내 공공 건설공사 공사비 수준이 시장 상황을 합리적으로 반영하지 못하고 있는 인식이 산업 전반에 널리 펴져 있는 가운데, 총사업비 관리 프로세스 상의 과도한 공사비 조정이 공사비의 적정성 미확보에 대한 핵심 원인 중 하나로 지목되고 있다. 정부는 건설 프로젝트 총사업비 산정 및 관리 프로세스에서 삭감 위주의 정책을 펼치고 있으며, 산업계에서는 예정가격 대비 낙찰가격의 수준은 매우 낮다는 인식이 일반적이다. 본 연구에서는 총사업비 관리 프로세스를 개선하기 위한 목적으로 총사업비 산정 및 관리 프로세스에 대한 분석을 수행한다. 입·낙찰 방식별 총사업비가 단계별 조정되는 과정을 분석하고, 사업구상 단계 대비 낙찰가격의 수준에 대한 정량적 비교분석 결과를 도출한다.

• 한국BIM학회 논문집
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• 제7권2호
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• pp.16-24
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• 2017

It is very important to estimate accurate construction total cost needed early in the project. In the initial phase of the design, the project cost estimates are determined by total quantity from design documents and the variables that affect the calculation of the total cost of the project. In order to determine accurate total construction cost, the contractor has to produce detailed quantity information based on the drawings and specifications. The process of preparing quantification and cost estimation documents is still being worked out manually, and a lot of errors have been occurred in many cases. Recent advances in information technology have led to the BIM based quantity takeoff and cost estimation. However, there are some limits to the extent to which the current specifications for BoQ documents are computed from BIM model. This research analyze the current BoQ cases and analyze how to make quantity takeoff possible through BIM. The study defined five levels of quantity category that could be produced by BIM. Only about 40% or indirectly usable items can be used when information is extracted to BIM modelling. This is very insufficient to fill out the BoQ. The BoQ document structure quantity takeoff specifications should be simplified in order to BIM based cost estimation more efficiently.

• 산업경영시스템학회지
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• 제39권1호
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• pp.17-24
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• 2016

Many organizations have transformed their business in order to survive and compete in the future. They generate projects by creating a vision, using strategies and objectives with funds aligning strategies and make efforts to complete them successfully because project success leads to business success. All projects have triple constraints such as scope, time, and cost to be completed. Project cost performance is a key factor to achieve project goals and which is mostly related with risks among various cost drivers. Projects require a cost estimation method to complete them within their budget and on time. An accurate budget cannot be estimated due to the uncertainties and risks. Thus some additional money should be funded in addition to the base budget as a contingency reserve for identified risks and a management reserve for unidentified risks. While research on contingency reserve for identified risks included in project budget baseline have been presented, research on management reserve for unidentified risks included in total project budget is still scarce. The lack of research on estimation method and role of the management reserve have made project managers little confidence to estimate project budget accurately with reasonable basis. This study proposes a practical model to estimate budgets including contingency and management reserves for not only project cost management but also to keep the balance of organization's total funds to maximize return on investments for project portfolio management. The advantages of the proposed model are demonstrated by its application to construction projects in Korea and the processes to apply this model for verification are also provided.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.196-203
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• 2022

The resource constrained scheduling problem (RCSP) constitutes one of the most challenging problems in Project Management, as it combines multiple parameters, contradicting objectives (project completion within certain deadlines, resource allocation within resource availability margins and with reduced fluctuations), strict constraints (precedence constraints between activities), while its complexity grows with the increase in the number of activities being executed. Due to the large solution space size, this work investigates the application of Genetic Algorithms to approximate the optimal resource alolocation and obtain optimal trade-offs between different project goals. This analysis uses the cost of exceeding the daily resource availability, the cost from the day-by-day resource movement in and out of the site and the cost for using resources day-by-day, to form the objective cost function. The model is applied in different case studies: 1 project consisting of 10 activities, 4 repetitive projects consisting of 40 activities in total and 16 repetitive projects consisting of 160 activities in total, in order to evaluate the effectiveness of the algorithm in different-size solution spaces and under alternative optimization criteria by examining the quality of the solution and the required computational time. The case studies 2 & 3 have been developed by building upon the recurrence of the unit/sub-project (10 activities), meaning that the initial problem is multiplied four and sixteen times respectively. The evaluation results indicate that the proposed model can efficiently provide reliable solutions with respect to the individual goals assigned in every case study regardless of the project scale.

• 한국경영과학회지
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• 제32권2호
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• pp.163-175
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• 2007

[ $ulcorner$ ]Cost-Effectiveness Analysis$\lrcorner$ has been wifely used to evaluate economic efficiency of R&D projects, but most of cost-effectiveness evaluation systems have some problems such as systematic method for setting and evaluating cost factors, estimation of single effect on each R&D project, and estimation of cross effects among R&D projects. To solve these problems, we have designed a new evaluation indicator called a $ulcorner$Cost-Cross Effect Integration Indicator$lrcorner$ including cross effects developed in this research. The major research findings are summarized as follows : (1) $ulcorner$Coist Estimation Model$lrcorner$, which estimates the cost factors divided into two classes of assembly product and system product and then integrates the total cost values, has been designed. (2) A new method for estimating parameters of cross effects among R&D projects has been developed. (3) $ulcorner$Cross Effects Estimation Model$lrcorner$ to estimate multi-effects and cross effects by completion time among several projects has been designed. (4) $ulcorner$Integration Estimation Indicator$lrcorner$ for setting priority on a project group has been extracted by combination of total cost value and total effect value.

• Architectural research
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• 제26권3호
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• pp.63-72
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• 2024

Due to budgetary constraints, national landmarks symbolic of country's power and cultural stature face significant limitations in their creation. Within the current total project cost management system, there are considerable restrictions on constructing cultural facilities with various forms and designs, and there exists a societal need for a design-first administrative system for public buildings that demand artistry and symbolism. This study explores the potential and limitations of applying exceptions to the total project cost management system through the designation of representative artistic architecture. It discusses directions for the implementation of government-level systems. To this end, a literature review on budget management and national project management was conducted, and an analysis of related policy cases both do-mestically and internationally was performed to select applicable examples and consider their implications for policy utilization within the domestic context. The results discuss the necessity of public art building construction, the issues with construction budgets, and the in-volvement of world-class architects. Analytical implications include the need for realistic budget setting for construction projects, establishing clear promotion criteria, and creating a phased process and expert evaluation panel.