Change Orders after the Contract Completion Date and Contractual Defects in the “Longest Path” Theory

2021 ◽  
Vol 13 (2) ◽  
pp. 03121001
Author(s):  
Waleed El Nemr
Keyword(s):  
Change Orders ◽  
Longest Path ◽  
Completion Date

A Nettree for Simple Paths with Length Constraint and the Longest Path in Directed Acyclic Graphs

2012 ◽  
Vol 35 (10) ◽  
pp. 2194 ◽  
Author(s):  
Yan LI ◽  
Le SUN ◽  
Huai-Zhong ZHU ◽  
You-Xi WU
Keyword(s):  
Directed Acyclic Graphs ◽  
Length Constraint ◽  
Acyclic Graphs ◽  
Longest Path ◽  
Simple Paths

Study of Change Orders in Design-Build-Maintain Projects of the XXI Century Schools in Puerto Rico

2016 ◽  
Author(s):  
David Ramos-Maldonado ◽  
Antonio A. González-Quevedo ◽  
Omar Molina-Bas
Keyword(s):  
Puerto Rico ◽  
Change Orders ◽  
Design Build

scholarly journals A linear-time algorithm for the longest path problem in rectangular grid graphs

2012 ◽  
Vol 160 (3) ◽  
pp. 210-217 ◽  
Author(s):  
Fatemeh Keshavarz-Kohjerdi ◽  
Alireza Bagheri ◽  
Asghar Asgharian-Sardroud
Keyword(s):  
Linear Time ◽  
Time Algorithm ◽  
Linear Time Algorithm ◽  
Rectangular Grid ◽  
Grid Graphs ◽  
Longest Path ◽  
Longest Path Problem

Frequency of Change Orders in Highway Construction Using Alternate Count-Data Modeling Methods

2010 ◽  
Vol 136 (8) ◽  
pp. 886-893 ◽  
Author(s):  
Panagiotis Ch. Anastasopoulos ◽  
Samuel Labi ◽  
Abhishek Bhargava ◽  
Claire Bordat ◽  
Fred L. Mannering
Keyword(s):  
Count Data ◽  
Highway Construction ◽  
Data Modeling ◽  
Change Orders ◽  
Modeling Methods

Terra Cotta Flat Arches: A Historic Modern-Day Challenge

2019 ◽  
Author(s):  
Alex Vandenbergh
Keyword(s):  
United States ◽  
The United States ◽  
Load Testing ◽  
Construction Process ◽  
Change Orders ◽  
Preservation Technology ◽  
Safety Risks ◽  
Allowable Load ◽  
Floor System ◽  
Original Construction

<p>At the turn of the 20th century, terra cotta flat arches (TCFA’s) were a popular floor system in steel framed buildings for industrial and office construction in the United States. These arches were lighter but just as fireproof as standard brick arches, and were designed empirically using proprietary allowable load tables, which were based mostly on load testing.</p><p>In the 21st century, the proprietary nature of the TCFA makes evaluating these systems problematic for the modern engineer, architect, and contractor. Renovations of buildings with TCFA floor assemblies typically will have new penetrations as well as altered loading conditions from its original construction.</p><p>It is important for all parties involved in the design and construction process of a renovation to understand the history, mechanisms, and limitations of TCFAs in order to have a successful renovation from both a design and a cost perspective. Conversely, renovating a building without the proper knowledge or experience with the existing materials can lead to change orders, time overruns, and most importantly life safety risks.</p><p>This paper is a summary of a presentation given by the same author to the Association for Preservation Technology (APT) conference in September, 2018. A more in-depth paper by the same author and colleagues Derek Trelstad and Rebecca Buntrock will appear as an article in the APT Bulletin in 2019.</p>

scholarly journals Delay and cost overrun in road construction projects in Jordan

2015 ◽  
Vol 4 (2) ◽  
pp. 288 ◽  
Author(s):  
Nabil Al-Hazim ◽  
Zaydoun Abusalem
Keyword(s):  
Construction Projects ◽  
Road Construction ◽  
Weather Conditions ◽  
Public Works ◽  
Fiscal Year ◽  
Cost Overrun ◽  
Construction Time ◽  
Change Orders ◽  
Critical Problems ◽  
The Cost

This study aims to identify the most important factors that cause delay in road construction projects in Jordan, which results in cost and time overrun allocated for this type of engineering projects and cause critical problems for both the developer and the contractor. The gap between the cost at completion and that originally estimated, known as cost overrun, can be regarded as one of the most important parameters reflecting the success of projects. In the public sector, money spent on project change orders results in increased construction time which in return reduces the number and size of the projects that can be completed during any given fiscal year. To achieve this goal, the documents and the final reports for several sample projects implemented over the years 2000 to 2008 were analyzed. All the projects were administered by the same organization taken from Jordan Ministry of Rural and Public Works. The results of this study can assist highway officials in their design, planning, scheduling and projects completions so that necessary actions can be taken to control these overruns in future projects. The study showed that 19 factors might cause delays of road construction projects as defined through a detailed literature review. The analysis of the study indicated that the top causes affecting time and cost overrun in road construction projects in Jordan are Terrain and Weather conditions.

scholarly journals Comparison of DB to DBB on highway projects in Washington State, USA

2018 ◽  
Vol 8 (2) ◽  
pp. 73-86 ◽  
Author(s):  
George Okere ◽  
Keyword(s):  
Quantitative Methods ◽  
Washington State ◽  
The Body ◽  
Project Delivery ◽  
Delivery Methods ◽  
Highway Projects ◽  
Change Orders ◽  
Contract Duration ◽  
Comparative Results ◽  
Washington State Department

Comparative evaluations of design-build (DB), to design-bid-build (DBB), aredocumented in literature. However, a recent study suggests that even though several studies have been completed to compare DB and DBB, there are few statistically significant comparative results. Comparative analyses of highway projects of the same scope, size, and type could provide the basis to make the argument for the use of either DB or DBB on highway projects. The objective of this research is to compare DB to DBB on highway projects. The basis of comparison includes project cost, contract duration, number and type of contract change orders. Projects used for this research were obtained from the Washington State Department of Transportation (WSDOT). The projects were subsequently selected based on project scope,size, and type, and then analysed using quantitative methods. The research found that there is enough evidence to support the use of DB over DBB on highway projects. The findings of this study have significant implications for practitioners and policymakers on highway projects and should inform decisions on the choice of project delivery method. The main limitation of the research is that the study used only 14 projects due to the difficulty of finding matching projects,and as such the results could not be generalized. However, the findings add to the body of research on criteria for comparing DB to DBB. To enhance understanding of how project scope, size, and type might affect or be affected by project delivery methods,the research recommends the standardization of project types classification for highway projects

scholarly journals PENGARUH CHANGE ORDER TERHADAP BIAYA, MUTU, DAN WAKTU PADA PROYEK KONSTRUKSI GEDUNG BERTINGKAT

2020 ◽  
Vol 3 (4) ◽  
pp. 1349
Author(s):  
Hendy Eka Putra ◽  
Hendrik Sulistio
Keyword(s):  
Construction Projects ◽  
Building Construction ◽  
Time Analysis ◽  
Volume Changes ◽  
Change Orders ◽  
Project Completion ◽  
Work Volume ◽  
Design Changes ◽  
Change Order ◽  
Storey Building

The implementation of the construction project caused miscommunication, this made the contract became a reference during implementation. In the implementation of construction projects, there are often changes that not according to contract, for example: work volume changes, specifications changes, type or method of work changes, schedules changes , design changes, and others. These changes are commonly known as change orders. There are several things that cause a change order, for example: incompletable contract, design does not fit in the field, unsupportive weather, and others. This research is to determine the effect of change order in the aspects of cost, quality, and time in multi-storey building construction projects. Researchers used data from the responses of respondents consisting of contractors, consultants, and owners. The questionnaire made proposes several aspects of change orders and their effects on cost, quality, and time. Analysis of research data was carried out with the help of the SmartPLS 3.0 application program. The influence of change orders on costs is the lack of costs due to the addition of work items, while on quality is the quality decrease due to additional work volume, and on time is the delay in project completion due to changes in completed work.ABSTRAKPelaksanaan proyek konstruksi menyebabkan terjadi perbedaan pendapat yang disebabkan oleh pihak yang terlibat, hal ini membuat kontrak menjadi sangat penting dan menjadi acuan selama pelaksanaan. Pada pelaksanaan proyek konstruksi sering terjadi perubahan-perubahan yang akhirnya tidak sesuai dengan kontrak sebelumnya contohnya seperti: perubahan volume pekerjaan, perubahan spesifikasi, perubahan jenis atau metode pekerjaan, perubahan jadwal, perubahan design, dan lain-lain. Perubahan ini umum sekali terjadi dalam proyek konstruksi dan lebih sering dikenal sebagai change order.  Ada beberapa hal yang menyebabkan perlunya dilakukan change order, misalnya: kontrak yang dibuat tidak lengkap, design yang ada tidak sesuai dengan kondisi lapangan, cuaca yang tidak mendukung, dan lain-lain. Penelitian ini dilakukan untuk mengetahui besar pengaruh change order dalam aspek biaya, mutu, dan waktu dalam proyek konstruksi gedung bertingkat. Peneliti menggunakan data dari hasil tanggapan responden yang terdiri dari kontraktor, konsultan, dan pemilik. Kuesioner yang dibuat mengajukan beberapa aspek mengenai change order serta pengaruhnya terhadap biaya, mutu, dan waktu. Analisis data penelitian dilakukan dengan bantuan program aplikasi SmartPLS 3.0. Pengaruh change order terhadap biaya adalah kurangnya biaya akibat penambahan item pekerjaan, sedangkan terhadap mutu adalah menurunnya kualitas bangunan akibat penambahan volume pekerjaan, dan terhadap waktu adalah terjadinya keterlambatan penyelesaian proyek akibat perubahan pekerjaan yang telah selesai.

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