Recent projects for transferring Public Office buildings and estimation of appropriate construction expense are highly important for both government and construction firms. Moreover, estimation and management of construction expense can be regarded as extremely important duties for effective execution of a national budget as nation’s finance is invested in the Public office building projects progressed by the government. To progress one project for Public office building, not only the organization demanding the project but also an investment screening organization, a budget-managing organization, a feasibility assessment institution and many other related organizations participate in the project and a lot of decisions arisen from the project operation are made on the basis of construction expenses calculated for relevant stages. And estimation of rational construction expense is also critical for designers in order to create design within the fixed budget simultaneously with securing the quality and efficiency of structures to the maximum. Therefore this research suggested an improvement process to analyze problems in current construction expense management process and to administer the construction expenses effectively.

현재 실무에서 입체교차로 유형을 결정하기 위해서는 해당 도로의 계획 교통량, 지형, 공사비, 주변 입체교차로와의 간격 등을 근거로 해서 결정하고 있지만, 문제는 같은 입력조건을 갖고도 설계자의 주관적 판단이나 발주부서의 요구 사항 등에 따라 서로 다른 유형을 결정할 수 있다는 점이다. 본 연구에서는 도로 입체교차로 유형을 객관적으로 결정하여 입력조건이 같다면 항상 일정한 유형을 찾아내는 유형 선정 알고리즘을 개발했다. 이 과정에서 기존 국내에 존재하는 입체교차로의 형식을 조사했고, 그 결과, 정형화된 기본형식 10개를 선정했다. 그 후 각 형식을 연결로의 형태를 고려하여 표시할 수 있는 방안을 제시했다. 또한 각 입체교차로별로 도로 사용자 비용과 입체교차로 공사비를 고려하여 편익과 비용을 구체화하는 방안을 제시했다. 본 연구에서 제시한 입체교차로 유형 선정 방법론은 일관성 있게 입체교차로 형식을 결정해 주는 것으로 분석되었고, 이 결과는 향후 도로 설계 실무자들이 입체교차로 형식을 선정하는 과정에 큰 도움이 될 것이다.

Recently expanding market for largely scale construction projects, cost management of construction project have been increasingly recognized as an important factor responsible for the project success. But public organizations have been continuously operating the same methods as before in cost estimating, so it raise an issue of reliability for estimated cost. Therefore, this study present a highly reliable model that makes preliminary estimates based quantity data in early design stage. it enables engineers to efficiently manage total cost of project as well as partial cost estimating. This study develop a model of database that is created with historical data conducted by government offices. The model proposed can estirnate a cost for RC Structure in schematic design stage, and it is applied to CBR+GA logics to explore best similar cases. In case of estimating methods used to previous research, it is based on actual cost data. Due to the cost estimating compensated by inflation rate vary in market economic conditions, it will follow as an inevitable consequence of reliability problem. It needs to find better way to ensure accuracy through quantity database. Also, This study has been conducted in attempts to verify the reliability of preliminary estirnation. It is checked for the feasibility of presented model with P-National Tax Service Project aside from the database.

A prediction of construction cost in preparation for construction document is calculated in compliance with the unit cost in Public construction of korea. This eventually means that the reasonable construction cost of a building can't be determined before construction document phase cost of construction is settled and that the cost of construction is calculated inefficiently because of connection failing between cost management of detailed estimation and information. To improve those problems, therefore, Cost estimating model of structural building elements with approximate quantity survey method is suggested in this research. The model predict the amount of materials and the cost of construction on the basis of historical similar cases. In the direction of data analysis of this research, ratio statistics value is put to practical use to fit into the peculiarities of approximate estimate of each work trade on the basis of actual data amount of materials of historical cases. In addition, the construction phase is connected through the result of a approximate estimate sorted by elements, details work trade.

본 논문에서는 도로포장의 성능개선을 유도하기 위한 제도적 수단인 공사비 차등지급규정(지불규정)을 제시하고 이를 고속도로 아스팔트 포장 공사에 처음으로 적용한 결과를 다루고 있다. 지불규정을 적용하기 위한 단위구간(lot)은 덧씌우기 포장의 일평균 시공연장으로 정의하였다. 단위구간은 다시 포장의 초기상태 평가를 위한 최소 단위인 세부단위구간(sublot)으로 나누었으며, 세부단위구간에서 측정한 품질항목의 평균과 표준편차를 이용하여 단위구간을 대표하는 품질항목별 지불계수(pay factor)를 산정하였다. 마지막으로, 각각의 품질항목이 포장의 중장기 공용성에 미치는 상대적 영향을 고려하여 합성지불계수를 결정하였다. 본 연구에서 제시한 지불규정은 2008년에 한국도로공사 6개 지역본부(충청, 호남, 경북, 경남, 경인, 강원)에서 시행된 아스팔트 덧씌우기 포장공사에 적용하였으며, 이 과정에서 제기된 고려사항 및 문제점을 정리하였다. 결론적으로, 품질항목에 대한 평가결과가 품질관리한계를 만족하는 경우에는 기존 공사비 대비 최대 50% 가까이 인센티브 지급이 가능함을 알 수 있었다. 반면에, 다짐도와 같은 주요 성능관련 품질이 낮을 경우 기존 공사비 대비 최대 10% 가까이 공사비 감액도 있을 수 있음을 확인하였다.

When managers predict exact construction cost at early stage and design phase, they can reduce construction cost in a more efficient way than to predict at construction stage. But present of public construction cost estimation and management almost after the construction documents design phase. Therefore, construction cost management in the early stage and schematic design phase to generally use approximate estimating is not correct. Accordingly, this study analyze problem of current cost estimating method and a concrete cost plans make using case information of actual cost to analyze in schematic design phase. Possible to check going on the suitable design, this study conducts the preliminary research for the development of cost estimating model.

Introduction of construction cost estimating system is necessary to promote appropriate reflection of construction cost and simplified and efficient amount work. The results of this study are as follows. In the results of considering the basic concept and composition of a construction type estimating system, an example orders are concentrated on an apartment house in the country. The building appurtenant work of extension work is high(1.52) as compared with others. In regression analysis for a construction cost, the models are as follows. In a new construction work, (construction cost)=(building area), and in extension work, (construction cost)=(building area). Accordingly, this study wishes to compare and analyzes main contents of original cost method and results cost method, and propose predetermined amount estimation device through existent literature study investigation for accumulation of the construction cost.

대공간 구조물은 힘의 흐름을 자연스럽게 하고, 휨모멘트의 영향을 가능한 저감 시켜 면내력만으로 외부하중에 저항하는 역학 개념을 기초로, 구조 시스템의 효율성을 극대화시키는 형태저항형 구조이다. 구조물의 경제성 분석은 그 프로젝트의 실행을 결정할 수 있는 중요한 요소이다. 대공간 건설에는 일반 건물에 비해 많은 기술적 고려가 요구된다. 프로젝트의 성공적인 수행을 위해 타당성 검토 단계에서 구조물의 전 생애의 필수적인 요소에 대한 분석이 요구된다. 본 논문에서는 기존 대공간 구조물의 사례를 조사하며, 이를 통해 자료를 수집하고 공사비를 분석하였다. 본 연구는 대공간 구조의 데이터 베이스 구축을 위한 기본적인 데이터 제공을 목적으로 한다.

구조물의 경제성 분석은 그 프로젝트의 실행을 결정할 수 있는 중요한 요소이다. 본 논문에서는 기존에 건설된 철골 트러스 스타디움 구조물의 건설비용 분석을 통하여 대공간구조물의 공사비 비용구조를 분석하였다.

lndoor landscape plays important roles in the environmental improvements of inner building and play leading roles in offering green space to urban communities. as proffessionally part of technically construction, constucting indoor landscape, we have to frame the standard of materials and the standard of materials and the construction expanses because the demand of indoor landscape have risen increasingly. Especially, indoor landscape have kept in being paltry and unproffesionalty under the present condition of no standards about the estimation of proper construction expenses, Also, when Unit Cost chart is made, there are no indicators or specific standards that evaluate unit price. So this study carried out to suggest the evaluating standards of plantings pen some areas. It can be the basis work of the making out the proper constructional expenes The progresses and details of this study were the followings -first, the list of indoor plants and the standard of planter were suggested, through case study of indoor landscape and blue-drawings. -second, the quantity of planting materials according to each standardized planter was suggested through the theoretical and numeric methods, the existed unit cost charts and survey of several indoor landscapes -third, the quantity of typical planting materials according to each standized planter was also suggested. The result of this study were the followings. -the quantities per unit area of indoor ground cover flowing plants were 176/ m' in case of 3 chi planter of the type of upper growing, 127 I m' in case of 3 chi planter of the type of side growing. They were 94/ m2, 51/ m2, 38/ m2, 28/ m2 in order 4 chi, 5 chi, 7 chi, 7 chi planter of type of upper growing. Also they were found out 67/m2, 32/ m2, 24/ m2, 18/ m2 in order 4, 5, 6, and ?chi planter of the type of side growing. This study have several limits suggesting only the quantity of plants per unit area, to make out unit cost. llereafter this study will be developed to suggest the unit standard and unit cost of the other materials besides planting materials in indoor landscape. And the labor cost per unit materials will be developed through the next studies on the basis of the result of this study.