• Journal of the Korea Institute of Building Construction
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• v.10 no.1
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• pp.213-219
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• 2010

The research, based on 200 cases of small interior works in6 different floor area types of apartment in Busan, intended to compare the architectural work with the breakdown structure and analyze the cost of general small-scale interior work, by work type. The outcome of the research is outlined as follows. (1) Given the cost of small interior works for apartmentsranges from 10 million to 15 million won, which correspond to apartments ranging in size from $79.2m^2$ (24PY) to $105.6m^2$, it is necessary to implement a cost analysis for material cost and labor cost for these two types. (2) Given that small interior work for apartments comprises mostly finishing work, unlike the categoriesof general architectural work, it is more reasonable to classify the works into 9 categories,which include embellishment, wood, tile, paint, metal, toilet, sink & furniture, electric & mechanical and other works, instead of the 22 divisions stipulated in the Korean Architectural Standard Specification. (3) After reviewing the average cost of small interior work and rate by floor area, it was found thatthe average cost of 24PY was 10.5 million won, of which metal work accounts for 12.8%, embellishment work 17.8%, and toilet 19.7%, while sink & furniture appeared to be the highest with 22.1%, while for 32PY, average cost was 12.5 million won,which comprises 7.4% wood work, sink & furniture 20.2%, toilet 23.4% and embellishment work the highest at 28.6%, indicating that embellishment work accounts for the greater portion.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.1
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• pp.293-303
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• 2014

Recent historical unit price is presented by the Korea Institute of Construction Technology (KICT) and it is analyzed by data from large-scale projects. Therefore it has problem applying to small-scale projects. To indicate the problem, the study compared historical unit price of large-case project and small-case project in the case of civil engineering work, building construction, and mechanical facility work. As a result, average historical unit price of small-scale project was 26.6% higher than large-scale project. On the other hand, difference on the labor cost was 18.4%, difference on material cost and overheads were 8.18%. Moreover, the study proposed compensation method to correct to apply recent historical unit price to small-scale project.

• Journal of the Korea Institute of Building Construction
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• v.10 no.1
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• pp.81-89
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• 2010

Since 2004, the government has changedthe cost estimate system to one of an actual cost basis in order to calculate the optimum construction cost by reflecting changes in circumstance on the construction site in a timely manner. Currently, this is being applied to public construction work forover a billion won of actual cost data in estimation by contract unit cost. However, directly reflecting actual cost, which for large-sized construction work was originally an average unit cost, to a small building, entails the application of a low discount rate for the cost of materials, labor, etc. and therefore can frequently give rise to cases in which the actual cost of work performed exceeds the contract sum, which in turn causes problems such as decreased revenues, bad effectson business operation, productivity, etc. Therefore, to apply actual cost to small-sized construction work (less than a billion won), there should be a plan to modify unit cost in a manner that can reflect project scale, etc. in order to resolve the problem of unit cost application of actual cost to small-building construction projects. The unit cost modification model for proper actual construction cost in small-scale construction projects developed by this study will help to increase the relevant productivity and proper gain, preventing the aggravation of business operations. Organizations placing orders are also expected to be able to secure a more realistic construction cost in arranging the budget.

• 월간 기계설비
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• no.11 s.208
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• pp.21-28
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• 2007

내역입찰제도 개선, 적격심사항목 보완, 적격심사 이행관리계획 미준수 업체 제재사유 추가, 정정공고 근거규정 마련 등을 주요 골자로 하는 국가계약법 시행령 및 시행규칙이 제.개정되어 지난 10월 10부터 시행에 들어갔다. 개정된 시행규칙은 1억원 미만 소규모 공사는 물량내역서가 계약서에 포함되지 않아 발주기관의 물량산정 오류시 설계변경이 불가능해 소규모 공사에서 경제적 피해가 많이 발생되어 민원이 제기됨에 따라 우리협회는 재정경제부에 "1억원 미만 소규모 공사도 계약서에 물량내역서가 포함되도록" 건의한 결과 우리협회의 의견이 반영되었다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.4
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• pp.1707-1718
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• 2013

Historical cost data estimating system has been introduced since 2004 in the construction industry. Based on contract prices of past projects, this estimating system estimates construction cost according to work types. The Korea Institute of Construction Technology (KICT) announces the historical cost data twice a year annually. The unit price of a small construction project is higher than large construction project due to the increase on production cost per work unit, equipment and labor cost, etc. However, the historical cost data estimating system is applied to project estimation uniformly regardless the construction project's size. This study compared and analyzed the historical cost data of large and small construction project to indicate the problem of historical cost date estimating system. The study derived that the unit price of a small construction project is 21.8% higher than that of large construction project.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2022.10a
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• pp.235-236
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• 2022

본 논문에서는 업무상 사고 재해자와 사망자가 가장 많은 공사금액 20억 원 미만 소규모 건설현장에서 떨어짐 재해를 줄이는 방안을 제시하여 전체 건설현장의 재해 감소에 기여하고자 하였다. 연구에 기반이 되는 이론(하인리히 법칙, 버드의 도미노 이론과 하베이 3E이론)을 검증하기 위하여 자료를 분석하고 국내·외 사례를 통해 선행연구를 실시하였다. 그 결과 떨어짐 재해발생원인을 다음과 같이 도출하였다. 첫째, 근로자의 안전·보건의식이 부족하다. 둘째, 떨어짐 방지 안전시설이 미비한 현장이대다수이다. 셋째, 위험성평가 제도의 현장 적용이 난이하다. 또한, 사례연구 분석을 통해 2015년~2016년 OO지역의 떨어짐 재해가 발생한 공사금액 20억원 미만 약 15개소 소규모 건설 현장을 방문하여 현장 소장을 대상으로 인터뷰를 실시하였다. 본 연구에서는 공사금액 20억 원 미만 소규모 건설현장의 떨어짐 재해를 줄이기 위한 개선방안으로 자발적으로 체험할 수 있는 근로자 교육, 떨어짐 방지 안전시설을 지원해주는 정부지원 그리고 위험성평가 간소화를 제안하였다.

• 월간 기계설비
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• no.8 s.205
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• pp.28-37
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• 2007

대한설비건설협회는 지난 1989년 협회 창립 이후 설비건설업계의 영역확대를 위해 분리발주를 숙원사업 중 하나로 정하고 그 동안 관계기관에 건의하는 등 끊임없는 노력을 기울여 왔다. 우리협회의 이러한 노력에 힘입어 대한주택공사를 비롯한 정보통신부, 교육인적자원부 등 주요 발주처 및 발주기관에서 분리발주를 시행하고 있다. 최근들어 기계설비공사는 단순한 기계설비에서 벗어나 쓰레기이송설비, 지열냉난방시스템 등 최첨단 기술을 접목한 다양한 시공으로 확대되고 있다. 이 과정에서 업역에 대한 확고한 규정이 없어서 설비•일반•전문건설업자간 치열한 밥그릇 싸움이 예상되고 있다. 따라서 대한설비건설협회는 이러한 신규분야가 우리 설비건설영역이 될 수 있도록 더욱 박차를 가할 계획이다. 또한 지난 5월 17일 공포된 건설산업기본법 개정(안)에는 2개 공종 이상의 소규모 단순복합공사는 전문건설업자에게 원도급을 허용하는 조항이 들어있다. 이로써 오는 2009년 7월 1일부터는 소규모 단순복합공사의 경우 전문건설업자도 전문면허를 복수로 취득하여 원도급 공사 참여 가능하게 됐으며, 분리발주와 동일한 효력을 갖는다. 본지는 앞으로 분리발주 확대를 위한 각오를 새롭게 다지기 위해 대한설비건설협회의 분리발주를 추진 과정 및 분리발주된 공사현황(10억원 이상, 2002년부터)을 살펴본다.

• Korean Journal of Construction Engineering and Management
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• v.20 no.1
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• pp.96-104
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• 2019

Recently, projects are being actively promoted to develop a new residential district centered around the metropolitan area, or to redevelop the residential area that was established long ago as unplanned land development. In this residential area, the owner can directly construct the building, and the way the building owner builds the residential house is called the direct construction of the owner. If the owner has the construction management (CM) capability while conducting direct management of the owner, the direct construction can be carried out by the CM method. This type of construction is called Owner-CM delivery method. However, it is very rare for small-scale construction in Korea to be implemented by the Owner-CM method. This may be due to the lack of knowledge and experience about the CM of the owner. In this study, we investigated the actual cases of the scheduling for the residential houses of similar size which were built at the same time in the residential housing complex developed near the metropolitan area. The purpose of this study is to derive the success factors of the scheduling in the small-scale construction from the cases carried out by the Owner-CM method. These success factors of the scheduling can be used as meaningful reference for the owners who want to build their own house in the future.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2004.11a
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• pp.305-310
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• 2004

The building below standard scales to be built only by constructive report to authorities. Construction law 8 illustrates that supervision should be deployed in all the construction sites at the building which is found to have more than 3 floors and also to have more than $200m^2$ of total squares in especially outside area of city plan zone. Such a small construction is have a important and the most basic meaning. Many problems were found to occur in all the constructive places which were out of the limit of this law. The construction sites were found to be controlled by public official's visiting without supervisors and designers of architecture. Technique of construction in architecture was found to be not different from that of 1980. The security of employees in construction on sites has a serious problem. Because of choosing all the materials of the building without a reasonable point. All the building were found to have a law material about inside and outside aspects. The purpose of this study are to examine existing law about a small project and than to analyze the situation of constructive control through questionnaires and interviews with all the supervisors. Based on the data base of engineers who had a great experience in construction sites, The purpose of this study is also to suggest and advise the method of controlling all the items in architecture through on and off line.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.379-379
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• 2022

기후변화로 인해 집중호우, 돌발 홍수 및 태풍의 규모가 대형화되고 있고, 이에 따른 수재해 피해 사례도 증가하는 추세이다. 특히 건설 현장 중 굴착공사 현장에서의 침수로 인한 사고는 인명피해로 이어질 가능성이 더 크기 때문에 더욱 주의가 필요하다. 하지만 현재 국내에서 실질적으로 굴착현장에 적용하기 위한 침수 대응 예측 시스템 및 구체적인 침수 예경보 체계, 기준, 매뉴얼은 존재하지 않는 실정이다. 따라서 본 연구에서는 굴착공사현장의 수재해 예방을 위한 침수 예·경보 시스템의 적용방안을 제시하였다. 또한 경제적이고 효과적인 측면을 고려하여, 공사현장 규모에 따라 적용하는 침수 예·경보 시스템을 이분화하여 소규모 공사현장에는 Track A, 대규모 공사현장에는 Track B 침수 예·경보 시스템을 적용하도록 제안하였다. 이러한 이유는 소규모 공사현장의 특성상 전체 공사비가 작고 운영되는 장비와 인력이 제한적이므로 침수 예·경보에 필요한 비용과 인력 투입이 어려울 수 있기 때문이며, 또한 대피가 필요한 전체 인원이 대규모 현장에 비해서는 적기 때문에 비교적 신속하고 원활한 대피가 가능할 것이라고 판단하였기 때문이다. 본 연구에서는 각 시스템별 적절하다고 판단되는 예·경보 기준을 제시하였다. Track A에서는 강우법에 의한 최소한의 경보시스템으로 필요한 안전목표를 달성할 수 있도록 고려하였고, Track B에서는 현장인원 대부분이 성인 남성임을 고려하여, 성인 남성의 부상을 유발할 수 있는 수심(H)과 유속(V)의 곱을 척도로 하는 한계 H·V곡선을 기준으로 운영되는 경보시스템을 제안하였다.