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Abstract

In pursuing numerous construction projects, investors and contractors regularly face construction delay problems, many of which are likely to have been avoidable. There is found that payment delays and project delays are the two most critical effects of risk factors of construction management. The paper presents the practical application of the Earned Value Management method, which was used to estimate the possible extension of the duration of construction works during which realization disturbances occurred on the example of selected construction investment. The realization disturbances are usually an inseparable element in the implementation of construction works. They are the result of, among others: additional works, changes or design defects, as well as a badly adopted logistics strategy regarding the supply of construction materials. Delays or increasing the total cost of investment is a problem often encountered in the implementation of construction investments, despite advanced construction technologies, including system technologies and proven tools supporting the management of the construction process. The EVM method is used to control investments. It allows you to control delays and acceleration of construction works as well as to estimate their cost and completion date. In the analyzed case it was used to determine the scale of delays arising in construction works and related effects with the specification of the participation of individual participants of the investment process for delays. This paper is a continuation and supplementation of the research presented in the article: “The influence of construction works disturbances on the EVM analysis outcomes – case study” [23].
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Bibliography


[1] N. Kongchasing, and G. Sua-Iam, “The major causes of construction delays identified using the Delphi technique: perspectives of contractors and consultants in Thailand”. Int J Civ Eng (2020). https://doi.org/10.1007/s40999-020-00575-8.
[2] K. Park, H.W. Lee, K. Choi, et al., “Project Risk Factors Facing Construction Management Firms”. Int J Civ Eng 17, pp. 305–321 (2019). https://doi.org/10.1007/s40999-017-0262-z
[3] ANSI EIA – 748 Standard – Earned Value Management Systems.
[4] K. Araszkiewicz, and M. Bochenek, “Control of construction projects using the Earned Value Method – case study”, Open Engineering 9 (2019), pp. 186–195. https://doi.org/10.1515/eng-2019-0020
[5] M. Bilal, L.O. Oyedele, H.O. Kusimo, H.A. Owolabi, L.A. Akanbi, A.O. Ajayi, O.O. Akinade, and J.M.D. Delgado, “Investigating profitability performance of construction projects using big data: A project analytics approach”, Journal of Building Engineering, 26 (2019). https://doi.org/10.1016/j.jobe.2019.100850
[6] D.W.M. Chan, T. O. Olawumi, and A. M.L. Ho, “Perceived benefits of and barriers to Building Information Modelling (BIM) implementation in construction: The case of Hong Kong”, Journal of Building Engineering, 25 (2019). https://doi.org/10.1016/j.jobe.2019.100764
[7] R. Charef, S. Emmitt, H. Alaka, and F. Fouchal, (2019). “Building Information Modelling adoption in the European Union: An overview”. Journal of Building Engineering, 25, (2019). https://doi.org/10.1016/j.jobe.2019.100777
[8] T. Chen et al, “How do project management competencies change within the project management career model in large Chinese construction companies?”, International Journal of Project Management, 37 (2019), pp. 485–500. https://doi.org/10.1016/j.ijproman.2018.12.002
[9] U. Dwivedi, “Earned Value Management Explained”, 2019 Project Smart reserved, https://www.projectsmart.co.uk/earned-value-management-explained.php
[10] F. Elghaish, S. Abrishami, M. RR. Hosseini, S. Abu-Samra, and M. Gaterell, “Integrated project delivery with BIM: An automated EVM-based approach”, Automation in Construction, 106, (2019). https://doi.org/10.1016/j.autcon.2019.102907
[11] M. Lendo-Siwicka, M. Poloński, and K. Pawluk, “Identification of the interference in the investment process during the realization of a shopping centre – a case study”, Archives of Civil Engineering, LXII (2016), pp. 159–172. https://doi.org/10.1515/ace-2015-0058
[12] L. Lin, R. Müller, F. Zhu, and H. Liu, “Choosing suitable project control modes to improve the knowledge integration under different uncertainties”, International Journal of Project Management, 37 (2019), pp. 896–911. https://doi.org/10.1016/j.ijproman.2019.07.002
[13] L. Song, “Earned Value Management: A Global Cross-Industry Perspective on Current EVM Practice”. PMI 2010.
[14] S.T. Matarneha, M. Danso-Amoako, S.T. Matarneh, S. Al-Bizri, M. Gaterell, and R. Matarneh, “Building information modeling for facilities management: A literature review and future research directions”, Journal of Building Engineering, 24 (2019). https://doi.org/10.1016/j.jobe.2019.100755
[15] P. A de Andrade, A. Martens, and M. Vanhoucke, ”Using real project schedule data to compare earned schedule and earned duration management project time forecasting capabilities”, Automation in Construction, 99 (2019), pp. 68–78. https://doi.org/10.1016/j.autcon.2018.11.030
[16] A. Miguel, W. Madria, and R. Polancos, “Project Management Model: Integrating Earned Schedule, Quality, and Risk in Earned Value Management”, 6th International Conference on Industrial Engineering and Applications (ICIEA), Tokyo, Japan, 2019, pp. 622–628
[17] N. Moradi, S.M. Mousavi, and B. Vandani, “An earned value model with risk analysis for project management under uncertain conditions”, Journal of Intelligent & Fuzzy Systems, 32 (2017), pp. 97–113. https://doi.org/10.3233/JIFS-151139
[18] S.A. Mubarak, “Construction Project Scheduling and Control”. John Wiley & Sons, 2015.
[19] M. Oraee, M.R. Hosseini, D.J. Edwards, H. Li, E. Papadonikolaki, and D. Cao, “Collaboration barriers in BIM-based construction networks: A conceptual model”, International Journal of Project Management, 37 (2019), pp. 839–854. https://doi.org/10.1016/j.ijproman.2019.05.004
[20] E. Papadonikolaki, C. van Oel, and M. Kagioglou, “Organising and Managing boundaries: A structurational view of collaboration with Building Information Modelling (BIM)”, International Journal of Project Management, 37 (2019), pp. 378–394. https://doi.org/10.1016/j.ijproman.2019.01.010
[21] P. Piroozfar, E. R.P. Farr, A.H.M. Zadeh, S.T. Inacio, S. Kilgallone, and R. Jin, “Facilitating Building Information Modelling (BIM) using Integrated Project Delivery (IPD): A UK perspective”, Journal of Building Engineering, 26 (2019). https://doi.org/10.1016/j.jobe.2019.100907
[22] B. Roseke, “The Earned Value Method”. https://www.projectengineer.net/the-earned-value-method/
[23] A. Starczyk-Kołbyk, and L. Kruszka, “The influence of construction works disturbances on the EVM analysis outcomes – case study”, Archives of Civil Engineering, LXVI (2020), pp. 161–177. https://doi.org/10.24425/ace.2020.131781
[24] A. Webb, “Using Earned Value – a project manager guide”. Gower Publishing, Ltd., 2003.
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Authors and Affiliations

Anna Starczyk-Kołbyk
1
ORCID: ORCID
Leopold Kruszka
2
ORCID: ORCID

  1. Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2, 00–908 Warsaw, Poland
  2. Military University of Technology, Faculty of Civil Engineering and Geodesy, ul. gen. Sylwestra Kaliskiego 2,00–908 Warsaw, Poland
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Abstract

The present article relates to the subject of the relocation of buildings. It presents a historical background of operations of this type carried out in the past around the world, as well as in Poland. It goes on to discuss in more detail some pioneering structural and technological solutions used during the relocation of the Rogatka Grochowska (Grochowska tollgate) building, carried out in 1961 in Warsaw. The article’s main theme is the process of relocation of a historic building No. 15 within the old Norblin Factory in Warsaw, which took place during the final months of 2018. The article briefly presents the factory’s history. It also describes the assumptions of the related project, which covers the development of the old Norblin Factory. It discusses in detail the concept and the scope of the relocation of building No. 15, with the description of the structural and technical design related to this process. The progress of the relocation which took place in 2018 has been reported in detail.
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Authors and Affiliations

Paweł Grzegorz Kossakowski
1
ORCID: ORCID

  1. Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland
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Abstract

Almost every construction investment should contain elements of risk forecasting, whose validity depends, among other things, on the correct assessment of potential threats. These risks were defined by the Authors as risk factors that were characterized and then grouped on the basis of performed research in the scope of their identification. Due to lack of method of scheduling railway investments on the construction market, including risk assessment, a research effort was undertaken [14-17], the result of which is the proposed method. The article presents the main assumptions of the original method of rail investment planning, which on the one hand, will take into account the impact of potential threats identified previously by the Authors, and, on the other, will allow project managers to refer to the conditions in which the implementation of a specific facility is planned. The assumption was made that the method, relatively easy to implement, supported by an appropriate computational program, will encourage teams planning the implementation of railway undertakings to its application and will improve the reliability of the schedules they develop.

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Authors and Affiliations

J. Kowalski
M. Poloński
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Abstract

The article highlights the fact that numerous key decisions in temporary construction organisations are made as a result of informal, non-contractual relationships between organisation members that are not a result of formal organisational structures. These hidden relationships can be visualised in the form of social networks and Social Network Analysis methods (SNA) can be used to perform their structural analysis. In latest studies on self-organising networks in the construction sector, researchers have mostly focused on the design phase of large construction projects, e.g. infrastructural ones. Meanwhile, there exists a need for similar research to focus on temporary organisations created for the purpose of performing construction work. The authors took up this subject and examined a self-organising network of communication between the participants of the construction of a multi-family residential complex located in Katowice, Poland. The structural analysis of this network facilitated its in-depth understanding and identifying certain flaws and dysfunctions concerning individual participants of this project, which became a basis for further discussion. At the same time, the authors highlighted the benefits of managing such a self-organising network in the context of the effective achievement of project goals.

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Authors and Affiliations

G. Śladowski
E. Radziszewska-Zielina
E. Kania
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Abstract

The occurrence of errors in publicworks tender documentation is an undesirable phenomenon which is unfortunately often encountered in construction practice. Errors may have various causes and also have varying levels of negative effects on the successful implementation of the investment project. Taking this fact into consideration, this paper aims to identify and assess errors in terms of the requirements laid down by the applicable legislation in the Czech Republic, especially the Public Procurement Act and the associated implementing decree. A total of 126 public tenders were analysed in detail from this perspective. The results show that the occurrence of particular errors is relatively high, especially with regard to the specification of the bill of quantities and the requirement to include references to openly accessible price systems. Furthermore, errors relating to the specification of the quantity of works, units of measurement and descriptions of cost items were identified as having the largest impact on a project. Findings presented in this paper aim to highlight common errors in public tender documents and raise awareness of the need to improve their quality to ensure legislative compliance.
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Authors and Affiliations

Michal Mikulík
1
ORCID: ORCID
Tomas Hanák
1
ORCID: ORCID
Petr Aigel
1
ORCID: ORCID

  1. Faculty of Civil Engineering, Brno University of Technology, 602 00 Brno, Czech Republic
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Abstract

Due to the organization of construction works, one of the most difficult situations is when a building is planned in a heritage or a densely built-up location. Fixing an existing situation manually takes a lot of time and effort and is usually not accurate. For example, it is not always possible to measure the exact spacing between buildings at different levels and to consider all outside elements of an existing building. Improper fixation of the existing situation causes mistakes and collisions in design and the use of inappropriate construction solutions. The development and progress in technologies such as BIM, laser scanning, and photogrammetry broaden the options for supporting the management of construction projects. It is important to have an effective fast collection and processing of useful information for management processes. The purpose of this paper is to analyze and present some aspects of photogrammetry to collect and process information about existing buildings. The methodology of the study is based on the comparison of two alternative approaches, namely photogrammetry and BIM modelling. Case studies present an analysis of the quantity take-offs for selected elements and parts of the buildings based on the two approaches. In this article, the specific use of photogrammetry shows that the error between the detailed BIM model and the photogrammetry model is only 1.02% and the accuracy is 98.98%. Moreover, physical capabilities do not always allow us to measure every desired element in reality. This is followed by a discussion on the usability of photogrammetry.
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Authors and Affiliations

Robertas Kontrimovicius
1
ORCID: ORCID
Michał Juszczyk
2
ORCID: ORCID
Agnieszka Leśniak
2
ORCID: ORCID
Leonas Ustinovichius
1
ORCID: ORCID
Czesław Miedziałowski
3
ORCID: ORCID

  1. Faculty of Civil Engineering, Vilnius Gediminas Technical University, Lithuania
  2. Faculty of Civil Engineering, Cracow University of Technology, Poland
  3. Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, Poland
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Abstract

The paper presents the problem of building disturbances, which are usually an inseparable element during the implementation of construction projects. They were classified, their causes and sides of the construction process responsible for their creation were identified on the basis of the analyzed construction investment. In addition, using the Earned Value Management method, the scale of delays arising in construction works and the related effects were determined. The important role of close cooperation and good communication between all participants of the construction process was emphasized, which would reduce the phenomenon of building disturbances, but also mitigate the negative effects of delays that have already occurred.

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Authors and Affiliations

A. Starczyk-Kołbyk
L. Kruszka
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Abstract

The main idea of this article is the necessity to take into account the multi-variant technological and organizational solutions of individual construction works in order to ensure rational planning for the implementation of construction projects. In practice, selection of construction works most often limited to the evaluation of technological and organizational solutions on the basis of time and cost criteria. However, it should be remembered that construction projects usually have a complex technological and organizational structure. This fact may increase the durations and costs of individual works in relation to their planned durations and costs. Therefore, the authors propose to take into account the criterion of technological and organizational complexity of the assessed construction work. The article describes the procedure for the technological and organizational optimization of construction works. A numerical example of the method of selecting technological and organizational solutions with the use of a fuzzy relation of preferences is also presented. The article also proposes to combine the computational selection model with the network planning model in a graphic form. This approach expands the computational and decision-making possibilities of network models in the practice of planning construction projects.
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Authors and Affiliations

Nabi Ibadov
1
ORCID: ORCID
Sahib Farzaliyev
2
ORCID: ORCID
Irene Ladnykh
1
ORCID: ORCID

  1. Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland
  2. Azerbaijan University of Architecture and Construction, Faculty of Construction, Ayna Sultanova 11, Baku, Azerbaijan

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