CAUSES AND EFFECTS OF DESIGN VARIATION IN ROAD CONSTRUCTION PROJECTS

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ABSTRACT

Variation is one of the most severe problems in the construction industry. This variation occurs in every construction project and the magnitude of these variations varies considerably from project to project. As such, the client had to spend more than what was initially estimated in most cases, sometimes, disputes and unnecessary delays occur due to variations. This study focused to investigate causes and effects of design variation in road construction project in Akwa Ibom State. The objectives were to examine the causes of design variation, to investigate the effects of design variation in road construction projects and examine measures to minimizing its occurrence. Relevant literature review on causes and effects of design variation in road construction projects were carried out and an elaborate field survey was undertaken to verify the objectives of this study. A total of 62 questionnaires were collected against 68 questionnaires distributed among professionals in the construction industry, representing 91% response rate. The data collected through a structured questionnaire administered to the professionals were analysed using simple random sampling technique. The results revealed that change in client’s opinions was the most predominant cause of variation. Others are consultant and contractors’ factors were also seen as the severe causes. The results also revealed that the most common effects of design variation on construction projects were increase in project cost, delays in completion and disputes among stakeholders. The study pointed early interaction between the design team and the client to ensure that client’s requirements are clarified and communicated effectively into the design to reduce variations. The study recommends team work spirit amongst stakeholders involved in the project and respect to original design by the client as the key ingredients for a successful project delivery.

 

 

CHAPTER ONE

INTRODUCTION

1.1       Background of the Study

The complexity of the construction industry due to different stakeholders’ involvement makes it differ from other industries. This complexity leads to unwanted situations like variations with their associated effects. And presently, it is almost becoming a rare thing for a construction project not to have variation. Most contracts these days must make provisions for possible variations given the nature of road construction project (Finsen et al., 1999). (Uff, 2005) further pointed out that a clause permitting variation of works is an essential feature of any construction contract because without it the contractor is not bound to execute additional work or to make omissions or changes. In line with these, the nature and approach to the conception, planning and subsequent actualization of construction projects are dynamic, complex, sophisticated and capital intensive in recent times. In consequence, these projects are subjected to adequate appraisals by the sponsors on the basis of political, social, projects relatives’ benefits, externalities, etcetera, with a view of ascertaining the values of money (Onwusoye, 2005). The certification for the realization of this objection through various techniques and other implied factors by the potential owner of the projects leads to the eventual take off of a construction project. Therefore, design variation need to be critically addressed as this continue to be a frequent problem that gets worse often in construction project. Though of recent, it is a common phenomenon for design variation to occur on construction project. But under normal circumstance, it is possible for a complex set of drawings and specification to be available for preparation of fully described and accurate bill of quantities for tendering purposes. These would deplete further charges as a result of design changes during the construction stage.

According to the J.C.T. 80, design variation in road construction refers to a change in the works initiated by the engineers, consultants, employer or other factors as the case may be which involves the alteration of any kind or standard of materials to be used in the work. A design change is regarded as any change in the design or construction of a project after the contract is awarded and signed, and such changes are related not only to matters in accordance with the provision of the contract but also changes to the work conditions. Akinsola et al (1997) also noted that these changes as any additions, omission or adjustment to the contract price or contract time, and it occurs regularly on construction projects. Park (2002) defined design variation as a change to the work state, processes or methods that differ from the original construction plan or specification and usually resulted from different in work quality and condition, scope changes or uncertainties that make construction dynamic and unstable. Affirmed that design variations are inevitable on major construction projects particularly on road construction where the project is complex, the ground conditions variables or the employer desire to incorporate the latest technology into the project. And the more design changes on a project, the greater effect which become time consuming and costly in construction projects (Mohamed, 2001). It is therefore of greater concern regarding the adverse effects of the design changes in both public and private construction in Akwa Ibom State.

According to Arian and Pheng (2005), design variation on road construction project resulted into a substantial increment in amount of funding budgeted for the work, hence caused the inability to complete and handover the work as agreed initially at the commencement of the work. As a result of this, it is extremely noticeable that time and cost overrun occurs due to variation in many construction projects especially road construction. Similarly, variation order which contains a set of instructions that allows changes or modifications to be made to as earlier agreement in terms of volume or nature of task to be carried out, (O’Brien, 1998). These changes are however occur after the award of the initial contract or after work might have commenced at the construction sites. The changes may be due to various reasons such as the modification of original design and scope, schedule, costs and methods.

Variation from the original project design is seen as the major causes of project failure, though project monitoring and control could cause corrective actions to bring deviation during construction but failed to take cognizance of identifying and analyzing the root cause of such variation  (Ubani, Nwanchukwu and Nwukonkwo, 2010). The performance objectives defect due to variation of many completed and ongoing road projects resulted in employer’s dissatisfaction, project time extension and cost overrun, low quality and substandard outputs, project conflicting between the contractors and employers arising from variation in contract sum. And the unusual thing about it is the extent of such differences as well as the frequency occurrence. The causes and cost implication of variation needs to be assessed and analysed at the onset of the project, and it is on this background that the study was carried out.

 

1.2       Statement of the Problem

All road construction projects undergo various degrees of design variations throughout the project life cycle. Changes in construction projects are inevitable particularly when the actual work commences to correct or modify original design or scope of work (Alnuaimi et al., 2010). The research study by Naoum (1997) highlighted the lack of time and effective communication, lack of integration, uncertainty, a changing environment and increasing project complexity as the drivers of design changes.

According to a study by Ogunlana, Promkuntong and Jearkjirm (2000), construction owners are the major causes of design variations due to changing plans in line with the changing economic climate to meet customer demands or for making marketing reasons. Design variation need to be constantly

 

1.3      OBJECTIVE OF THE RESEARCH

 The main objectives of this research study are:

  1. To identify the predominant causes of variation orders that are prevalent in construction contract of Akwa Ibom state Road projects.
  2. To identify the main agents for the predominant causes of variation orders
  3. Investigate the potential effects of variation orders in national works contract of Akwa Ibom state Road projects and
  4. To recommend how to control or minimize variation orders in national works contract of Akwa Ibom state Road projects.

 

1.4      RESEARCH QUESTIONS

 In order to achieve at credible conclusion, the research study was guided by the following questions:

  1. What are the predominant causes of variation orders in the national contract road projects of Akwa Ibom state?
  2. Which contacting party is mostly initiating the predominant causes of variation orders?
  3. What are the most consequential effects of variation orders in the national contract road projects of Akwa Ibom state?

 

  1. How can variation orders be controlled or minimized in the national contract road projects of Akwa Ibom state?

 

1.5     SIGNIFICANCE OF THE STUDY

 Generally the study is envisaged to provide valuable relevant information for all contracting parties based on the findings of the study on Variation orders in the road construction projects of Akwa Ibom state. Particularly, this study will assist both employer (AACRA) and road contractors to identify the potential causes and effects at design and construction stages to minimize and control variation orders and its consequential impacts. The study will also lay the foundation for further research on the subject matter.

 

3.5      THE RESEARCH SCOPE AND LIMITATIONS

Despite the fact that variation orders are affecting seriously the road construction projects of Akwa Ibom state it has never been properly studied. This brings a great shortage of reference materials on the subject matter.

 

1.6      BRIEF METHODOLOGY

 The study has used both primary and secondary data. The primary data for the study was obtained through distribution of questionnaires to professionals involved in the construction of the city road projects. In order to enrich the questionnaire for the research, a review of books and journals were used to identify the various efforts that have been made in the past to evaluate and examine the causes, effects and controls of variation orders on road construction projects. Simple statistical analysis involving tables, rankings and percentages were used in analyzing the results from the questionnaire. Descriptive explanations were also employed in making the analysis more meaningful. Secondary sources of data were obtained from relevant literatures that covered research and publication on the subject matter.

 

 1.7    LIMITATION OF THE STUDY

Construction of road projects in the public sector has assumed significant functions, hence the need for assessment on the causes, effects and controls of variation orders in Akwa Ibom state Road projects is therefore in order to achieve overall project objectives. Historical data related to variation order is not well recorded hence getting data for this study was very difficult. Data collection and analysis was therefore mostly limited to the data received from project supervisors, colleagues and volunteer professionals who are participating in the city road construction projects.

 1.8    RESEARCH OUTLINE 

This research will have the following broad categories.

Chapter I: Introduction/ Research Overview

Chapter II: Literature review

Chapter III: The research design and methodology

Chapter IV: The research analysis and discussions

Chapter V: The research conclusions and recommendations

Each of the above chapters will contain the following contents as stipulated bellow.

Chapter I: describes the research overview, its initiation and purposes. It also indicates the research objectives, how the research process is conducted and the contents of the research.

Chapter II: covers the literature review part of the thesis; the literature review will include general information about causes, effects, origin agent and controls of variation orders.

Chapter III: covers the research methodology. The methodological approach consists of the overall research strategy; the study approach, data source and collection, method of analysis and writing of the research paper.

Chapter IV: Contains the analysis and discussion part. It contains the findings on causes and effects, origin agents and possible controls of variation orders.

Chapter V: in this part based on the findings of the study, conclusions and recommendations are presented.



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CAUSES AND EFFECTS OF DESIGN VARIATION IN ROAD CONSTRUCTION PROJECTS

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