• Title/Summary/Keyword: Park Construction Cost

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A Study on the Revision of the Cost accountingfor Sidewalk Block Pavement Maintenance and Repair Work (보도용 블록포장 유지보수 공사 원가산정기준 개정 연구)

  • Oh, Jae-Hoon;An, Bang-Yul
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.05a
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    • pp.271-272
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    • 2021
  • The maintenance and repair work of sidewalk block pavement is a construction that requires a large amount of budget to be invested every year. It is important to establish an appropriate standards for estimating construction cost to ensure proper budgeting and quality. In this study, the standards for estimating the cost of maintenance and construction work for sidewalk blocks that can be applied to the construction volume classified according to the site conditions, construction type, and equipment use differentiated from new construction was established. As a result, the daily construction volume was presented by reflecting excavator and truck as equipment in the combination of paver and common worker. The re-installation was applied by separating the construction volume of sections with general blocks and induction/raised blocks based on the installation of sidewalk blocks after demolition. Generally if block cutting is necessary, the precision construction conditions using a cutting machine were taken into consideration to secure the construction quality. In addition, it has been revised to apply classified construction volume into A and B-Type depending on the park and site conditions.

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A Conceptual Model for Automated Cost Estimating Using Work Information Classification System of Apartment House (공동주택의 공사정보분류체계를 활용한 적산 자동화 개념 모형 개발)

  • Lee, Yang Kyu;Park, Hong Tae
    • Journal of the Society of Disaster Information
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    • v.10 no.1
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    • pp.15-24
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    • 2014
  • The study presents work information classification system of apartment house which can organize all construction management services throughout the planning and management of a construction such as the decomposition of the design process, the assembly of construction process and cost estimating, etc. In addition, the study suggested a way to connect work information classification system based on a relational database in working order and built a conceptual model for automated cost estimating by utilizing established data base. A conceptual model for automated cost estimating will resolve the fundamental problems of the existing cost estimating system and will be able to take advantage of scientific cost estimating system at the construction site of apartment house.

Construction cost Prediction Model for Educational Building (학교건축의 공사비 분석 및 예측에 관한 연구)

  • Jeon Yong-Il;Chan Chan-Su;Park Tae-Keun
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.290-295
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    • 2004
  • Along with social changes, school buildings are getting complex and diversified unlike the past. However, objective data analysis on construction costs fall short. In particular, ordering agencies are in a great need of objective and practical construction cost management for on-budget construction and procurement of quality goods. This paper analyzes the design diagram for a newly built school with an order from the Daejeon Metropolitan Office of Education, and compares the analysis with those of other kinds of buildings. The results are: the total construction cost of one school unit is 8,017,596,000 won on average; the cost is in the order of building, machinery and equipment, electricity, communications and civil engineering; as to activity, RC construction takes account of $30.3\%$ of the total construction cost. 1'he cost of school construction per M2 is 838,000 won, which is 6th highest of 11 kinds of constructions and slightly lower than 950,000 won, the average price of comparative constructions. When it comes to the percentage, school building takes mote percentage of the total cost than comparative building while machinery and equipment, electricity and communications takes slightly less percentage. Through simple regression analysis of gross coverage, this paper suggests a model formula with which the total construction cost, construction cost in accordance with activity, how much main construction materials are to be used are predictable.

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Demolition Cost Estimation of Small-size Rental Housing based on the Quantity per Unit Method (원가계산방식에 의한 다가구임대주택 해체공사비 예측)

  • Park, Seong-Sik;Lee, Sung-Bok;Shin, Sang-Hoon
    • Land and Housing Review
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    • v.2 no.4
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    • pp.415-427
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    • 2011
  • This study is aiming at estimating the demolition cost of deterioration housing by the rational method in order to provide for the demolition and new build project of the rental multi-family housing of LH. We investigated the actual state of demolition construction and work process of small size housing, and analysed an actual condition of estimation for the demolition cost through an advice by the expert of construction cost estimate. Furthermore, the 'estimation standard for the predetermined amount', 'estimation standard for the disposal cost of construction wastes' and precedent studies in public construction work were considered. As one of results in this study, cost accounting system, breakdown system and construction cost for the demolition work based on the standard of estimate were proposed and the predetermined amount of demolition construction for the multi-family housing with 2 or 3 floors could be produced by them. Eventually, It is estimated that the demolition cost per a multi-family housing is about 18,331,000(won) and 104,000(won) per floorage($m^2$). To the details, the result indicated that the direct demolition cost needs about 14,339,000(won) per a multi-family housing and the consignment disposal cost of wastes needs 3,992,000(won) per one. The results of the study will be used as the fundamental data to estimate the project cost in the phase of budget establishment for demolition and new build project of the deteriorated rental multi-family housings, and also cost accounting system of demolition construction and breakdown system are expect to be used effectively at the ordering of public construction work.

Basic Research for Introduction Plan of Building Dismantlement (건축물 분별해체 제도 도입을 위한 기초연구)

  • Park, Ji-Sun;Song, Tae-Hyeob
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.4
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    • pp.113-120
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    • 2012
  • This study was conducted basic research for introduction plan of building dismantlement to reduce construction waste fundamentally and efficiently. The current domestic and overseas legislations relation with dismantlement were compared. In addition, the difference of construction waste treatment and pure demolition cost that were applied to dismantlement and general deconstruction method in building were compared. The total cost that was estimated to apply dismantlement in building was higher about 6% than that of general deconstruction.

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The Estimation of $CO_2$ Emission Cost on Roof Waterproofing Types Using Input-Output Table (산업연관표를 이용한 지붕방수공법별 $CO_2$ 배출량 산정)

  • Jung, Young-Chul;Park, Gyu-Tae;Lee, Byung-Yun;Kim, Gwang-Hee
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2010.05a
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    • pp.243-246
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    • 2010
  • Recently, global warming problem is a major issue in international community. The carbon dioxide ($CO_2$) emissions in the construction industry is one of the main factors causing a global warming problem. Accordingly, various researches on $CO_2$ emissions caused by the construction industry is needed and construction methods which is low $CO_2$ emissions should be developed. In this study, $CO_2$emission cost is compared with roof waterproofing types in construction phase. As a result, the $CO_2$ emission costs of asphalt waterproofing is the highest. This research is to provide basic information for selecting appropriate construction methods in aspect of low $CO_2$ emission cost.

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BIM-BASED TIME SERIES COST MODEL FOR BUILDING PROJECTS: FOCUSING ON MATERIAL PRICES

  • Sungjoo Hwang;Moonseo Park;Hyun-Soo Lee;Hyunsoo Kim
    • International conference on construction engineering and project management
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    • 2011.02a
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    • pp.1-6
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    • 2011
  • As large-scale building projects have recently increased for the residential, commercial and office facilities, construction costs for these projects have become a matter of great concern, due to their significant construction cost implications, as well as unpredictable market conditions and fluctuations in the rate of inflation during the projects' long-term construction periods. In particular, recent volatile fluctuations of construction material prices fueled such problems as cost forecasting. This research develops a time series model using the Box-Jenkins approach and material price time series data in Korea in order to forecast trends in the unit prices of required materials. Building information modeling (BIM) approaches are also used to analyze injection times of construction resources and to conduct quantity take-off so that total material prices can be forecast. To determine an optimal time series model for forecasting price trends, comparative analysis of predictability of tentative autoregressive integrated moving average (ARIMA) models is conducted. The proposed BIM-based time series forecasting model can help to deal with sudden changes in economic conditions by estimating material prices that correspond to resource injection times.

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Analysis of Excavation Speed and Direct Construction Cost Based on the Operating Productivities of TBM Method Site (TBM 굴착 공법 적용 현장의 생산성 분석을 통한 암질별 굴진속도 및 직접공사비 분석)

  • Song, Young Sun;Park, Hong Tae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.6D
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    • pp.637-643
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    • 2012
  • This research collected work drilling report of TBM method site developed by WRITH company to TBM equipment company in Germany and analyzed work operating productivity. Based Oil the data analyzed TBM operating productivity, This research derived and presented excavation speed (m/day) by TBM diameter (3.0m, 3.5m, 3.8m) and rock. Also, based on the excavation speed (m/day) by TBM diameter, This research estimated a day direct construction cost and total direct construction costs by applying a direct construction cost which spent on per 1m. When we perform a similar geological construction in the future, excavation speed and direct construction cost which were derived by TBM diameter and rock is thinking the effective utilization data to estimate construction cost and plan schedule management before the start of construction.

Roadway Preliminary Cost Estimation Prototype based on BIM and GIS (BIM/GIS 기반 도로 개략공사비 산정 프로토타입 연구)

  • Park, Wonyoung;Kang, Tai-Kyung;Lee, Yoo-Sub
    • Korean Journal of Construction Engineering and Management
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    • v.14 no.6
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    • pp.14-21
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    • 2013
  • While a detailed cost estimation utilizes the comprehensive quantity information obtained from a complete drawing and specification, an approximate cost estimation heavily relies on the subjective decisions. This phenomenon is because the approximate estimation is usually conducted in early stage of the construction phase where the drawing and specification are not available. This study developed a roadway construction cost estimation system which enables users to estimate the approximated cost of the project in early stage. The system identifies the variation of the construction costs due to the road route change using a cased based reasoning(CBR) method. Overall the system is expected to improves the accuracy and effectiveness of the estimation process, because it would provide users with increased accessability and consistent results in early stage of the project which leaded to the increased work transparency.