Tuesday, November 3, 2009
Costs of Construction Delay
construction projects. This is the second instalment, discussing the costs associated
with construction delays.
A number of factors can cause construction delays. These include:
The Developer
The Contractor
The Consultant
The Material
The Contractual Relationship
Labour and Equipment
The Contract
The External Environment
Developer - Cost of Delays
Should something unforeseen and beyond the control of the contractor occur on site, delays will generally
result. These delays will often inconvenience the contractor and the developer will be required to reimburse the contractor for the resultant loss. Some of the costs that may occur due to unforeseeable delays include:
Onsite Costs
– When delays occur, the site still needs to be maintained. That means site labour continues and rent for on site sheds and machinery needs to be paid.
Down Time Costs
– This is time spent waiting on site for delays to be identified and rectified. This may include waiting for new contracts to be issued, or for new machinery being bought to site. While waiting for these to occur, workers are still being paid to do little or no work.
Site Supervision Costs
– Again, while delays are occurring the site still needs to be supervised, which is a further cost as no work is being completed on site.
Contractor - Cost of Delays
All delays in construction have costs associated. If delays occur, their associated costs are often predetermined in the contract, ensuring that prior to project commencement, both parties are aware that if the project is not completed on time there are costs associated. In a contract, the penalty rates that apply to the contractor for late completion of a project are called liquidated damages. Used correctly, the liquidated damages clause within the contract gives control to the principal over the projects completion date. It also reduces the risk passed onto the principal from time and cost overruns incurred as a result of poor management on behalf of the contractor. Without these clauses, no incentive or consequence exists for the contractor to complete the project on time. Liquidated damages may be calculated on a daily or weekly basis, with the rate payable agreed between the Developer and Contractor at the time of signing the contract. Liquidated damages generally are based on an estimate of the total damages, including possible effects of interest payments, which may be incurred by the developer if the project was to finish late. Liquidated damages can be calculated based on one or more of the following:
Claimable Delays
With the exception of some very biased contracts, provision generally exists for contractors to claim additional costs incurred for the duration of the contract for factors beyond their control. These delays should be addressed carefully by the developer and the contractor prior to the signing of the contract so as to be fully aware of the potential costs of delays.
What happens if delay costs aren’t documented in the contract?
Poor attention to delay issues in contracts at the commencement of the project lends itself to a range of unfavourable outcomes for the developer in the event that delays are encountered. Insufficient use of the liquidated damages clauses could potentially see the project move well overtime, with no considerable compensation in place for the developer, leaving them to fund the additional interest and/or holding costs associated with the delays. Should the “Costs of Delays” clause within the contract not be correctly utilised, potential exists for constant and/or exorbitant claims being made by the contractor for costs associated with project delays that could well be beyond the control of the developer. Which ever the scenario, much of the time these situations lead to disputes between the parties to the contract which often have adverse effects on the delivery and the immediate profitability of the project. As part of our project assessment procedures, BMT & ASSOC review these critical items within the contract for potential risks and make recommendations as to how these can be minimised.
http://www.bmtqs.com.au/bmtqs/Articles/bmtqsnews_costs_of_construction_delay_pt2.html
Alternative Dispute Resolution Saves Both Time and Budgets
A recent legal seminar in Toronto provided owners and contractors, as well as the legal profession with some practical alternatives to costly, time-consuming and possibly business relationship-destroying litigation in construction project disputes.
With more complex construction and the compilation of claims and counterclaims a project can be completed and several years elapsed before the issue goes to court, said Harvey Kirsh, partner with Osler, Hoskin & Harcourt LLP.
“I often hear my contractor and owner clients tell me their ideal for a successful construction project is the one that comes in within budget and on time.
“But does litigation generally come within budget and on time?” asked Kirsh, who answered his own question by pointing out that litigation is unpredictable, expensive and filled with delays.
Instead, where possible, parties in a construction dispute should consider Alternative Dispute Resolutions, which can range from casual get-togethers to more formal measures such as mediation and arbitration.
“The success rate for ADR is very high and is very important when parties work together (on other projects).”
Of course, the mechanisms available under the ADR model also have their strengths and weaknesses, he explained.
One of the most used construction contracts in Canada is the Canadian Construction Documents Committee’s CCDC 2. Under that form of contract, the project consultant has the traditional role of “Arbiter of First Instance.”
While the law says this person’s decisions must be neutral, unbiased and evenhanded, “neither owners nor contractors really want the project consultant to be the arbiter of their disputes.”
For those reasons CCDC2 also calls for the early appointment of a neutral, project mediator to supplement the dispute-resolution function.
If the preliminary determination of construction disputes is handled by the project consultant, the CCDC contract obliges the parties to become involved in a three-step process: negotiation, followed by mediation, followed by arbitration.
Under the negotiated model, the most immediate representatives at the project or site level will first try to settle their differences. But if that doesn’t work, the matter moves up the corporate ladder to senior management and, ultimately, if need be, to the chief executive officers of the disputing companies, said Kirsh.
If negotiation doesn’t work, the next step is mediation. Rather than make a decision, the mediator uses his or her skills to try to reach an agreement. Often this requires moving from room to room to meet with the opposing groups who may spend one or two days in the process without ever seeing each other. “The success of mediation really depends on the quality of the mediator.”
Under a CCDC2 clause there is a requirement to appoint a project mediator within 20 days of the original contract award to help parties reach agreement on any unresolved disputes, said Kirsh. “Unfortunately, people are not taking advantage of this, even though it has excellent potential.”
If mediation doesn’t work, the third step is arbitration. It involves the making of a decision or award which is usually final and binding on the parties.
“So there is some finality to the process,” said Kirsh, who cautioned the selection of a neutral arbitrator is critical to its success.
There was some surprise among the audience when it was pointed out that — under separate document called CCDC 40 — that there is a clause that requires three arbitrators when the project being disputed has a project value of $250,000 or more. Many people in the industry are either unaware of the provision or are just ignoring it, said Kirsh, who described the requirement for three arbitrators as “cumbersome and expensive.”
Another method to settle conflicts without going to court are dispute-review boards.
Formed at the beginning of a project, they consist of impartial professionals who follow the construction progress and assist in resolving disputes.
While not widely used in Canada, dispute review boards have been common in the United States for the last 40 years, used on projects such as the Eisenhower Tunnel in Colorado and the Boston Central Artery Tunnel, said Kirsh. “We don’t see many DRBs in Canada — but they are taking a foothold here.”
The seminar was sponsored to mark the 25th anniversary of the Construction Law Letter which Kirsh helped establish and who serves as its consulting editor. It was co-sponsored by Osler, Hoskin & Harcourt LLP and LexisNexis Canada Inc., the newsletter publisher.
http://www.dcnonl.com/article/id34457?search_term=Kirsh
How to secure a perfect quantity surveying job
Construction industry has a lot of job opportunities for all sorts of people. Few of the better job opportunities are available in quantity surveying. Although people love these jobs but it is hard to find one according to their choice because of competition. But, there is one way to deal with this particular issue.
Different types of jobs are now available in the construction industry. One of the jobs is about quantity surveying. The basic duty of a quantity surveyor is to manage costs within the project. Although this job requires you to have specialized training and skills to deal with different type of issues but there are lots of people who opt for a career in quantity surveying. The reason behind going for these jobs is the good salary packages. In fact, you can now earn a good handful of money by finding a quantity surveying job in a relatively smaller company.
Although it is fact that quantity surveying jobs are getting popular and many institutes now help in training students by giving specialized training but it is still hard to find a better job. It is so because the competition is on an upsurge and more and more people are now looking for these jobs. In case you are also interested in quantity surveying job but don’t know how to find one, get connected to internet to conduct a simple search.
Just by spending some time over the internet you can find several sites offering quantity surveying jobs for those who possess right qualifications and skills. Hays.com and Jobsinsurveying.co.uk are two good options to start your quest to get a perfect quantity surveying job. The great thing about finding a job through internet is that along with finding jobs on your own, you can submit your CV for others to get in touch with you when they see a job vacancy.
It is significant to mention that there are several other benefits that can be enjoyed by searching for a job over the internet. For instance, you can always find a job in the area you live in. Since you can conduct a research according to the area, you can easily find a good quantity surveying job for you. Plus, you can apply for a job having specific salary. Many employers offer information in this regard and it really saves a lot of your time.
The fact of the matter is that there are lots of people who now want to work as quantity surveyor. They want to do so because of the availability of making good money. But, it is also true that high competition doesn’t allow people to fulfill their dream of getting a great quantity surveying job. In this situation, the best think to do is to use internet where several job sites are available to help people like you. So, if you think you have the skills and qualifications to work as quantity surveyor, you must make the right use of internet.
http://hubpages.com/hub/How-to-secure-a-perfect-quantity-surveying-job
QS jobs
Life in Johor Bahru is the same as any part of Malaysia...morning jams, site meeting, valuation, outstation and many more ... but don’t give up...we are the QSs...serving everybody..
http://qsjb.blogspot.com/
Causes of Delay in Large Construction Projects
Construction Engineering and Management Department, King Fahd University of Petroleum and Minerals, Box # 680, Dhahran 31261, Saudi Arabia
Accepted 11 November 2005.
Abstract
A survey on time performance of different types of construction projects in Saudi Arabia was conducted to determine the causes of delay and their importance according to each of the project participants, i.e., the owner, consultant and the contractor. The field survey conducted included 23 contractors, 19 consultants, and 15 owners. Seventy-three causes of delay were identified during the research. 76% of the contractors and 56% of the consultants indicated that average of time overrun is between 10% and 30% of the original duration. The most common cause of delay identified by all the three parties is “change order”. Surveys concluded that 70% of projects experienced time overrun and found that 45 out of 76 projects considered were delayed.
Keywords: Construction projects; Delay causes; Saudi Arabia
Article Outline
1. Introduction
2. Objectives of the study
3. Literature review
4. Research methodology
5. Questionnaire design
6. Data analysis approach
7. Spearman’s rank correlation
8. Research findings and results
8.1. General characteristics of respondents
8.2. Ranking of delay causes
8.3. Frequency of delay causes
8.4. Severity of delay causes
8.5. Importance of delay causes
8.6. Ranking of sources (Groups) of delays
8.7. Importance rank correlation
9. Summary and conclusion
10. Recommendations
10.1. General recommendation
10.2. Recommendations for future studies
Acknowledgements
References
1. Introduction
In construction, delay could be defined as the time overrun either beyond completion date specified in a contract, or beyond the date that the parties agreed upon for delivery of a project. It is a project slipping over its planned schedule and is considered as common problem in construction projects. To the owner, delay means loss of revenue through lack of production facilities and rent-able space or a dependence on present facilities. In some cases, to the contractor, delay means higher overhead costs because of longer work period, higher material costs through inflation, and due to labor cost increases.
Completing projects on time is an indicator of efficiency, but the construction process is subject to many variables and unpredictable factors, which result from many sources. These sources include the performance of parties, resources availability, environmental conditions, involvement of other parties, and contractual relations. However, it is rarely happen that a project is completed within the specified time.
2. Objectives of the study
The main objectives of this study include the following:
• To identify the causes of delays in construction in Eastern Province of Saudi Arabia.
• To test the importance of the causes of delay between each two groups of parties.
• To study the differences in perceptions of the three major parties in any constructions, namely, owners, contractors and consultants.
3. Literature review
Many articles and studies conducted on causes of delay in construction projects, both locally and internationally have been reviewed. Surveys conducted by Assaf et al. [4] outlined 56 main causes of delay in large construction projects. Delay factors are assembled into nine major groups with different levels of importance to different parties. Al-Ghafly [2] discussed the delay in public water and sewage projects. Sixty causes were identified and classified. Al-Ghafly [2] concluded the following: the delay occurred frequently in medium and large size projects, and considered severe in small projects. There are many important causes of delay related to owner involvement, contractor performance, and the early planning and design of the project. Important causes are financial problems, changes in the design and scope, delay in making decisions and approvals by owner, difficulties in obtaining work permit, and coordination and communication problems.
Chan and Kumaraswamy [5] conducted a survey to evaluate the relative importance of 83 potential delay factors in Hong Kong construction projects and found five principal factors: poor risk management and supervision, unforeseen site conditions, slow decision making, client-initiated variations, and work variations.
Kaming et al. [6] studied influencing factors on 31 high-rise projects in Indonesia and found out that cost overruns occur more frequently and are more severe problem than time overruns. They pointed out that the major factors influencing cost overrun are material cost increase due to inflation, inaccurate material estimation and degree of complexity. While in time overrun, the most important factors causing delays are design changes, poor labor productivity, inadequate planning, and resource shortages.
Kumaraswamy and Chan [7] studied the causes of construction delays in Hong Kong. They found that there was a difference in perceptions as to causes of delays by different groups of participants in building and civil engineering works. They suggested that biases of different industry groups might direct blame for delays to other groups.
Noulmanee et al. [9] investigated causes of delays in highway construction in Thailand and concluded that delays can be caused by all parties involved in projects; however, main causes come from inadequacy of sub-contractors, organization that lacks of sufficient resources, incomplete and unclear drawings and deficiencies between consultants and contractors. The study suggested that delay can be minimized by discussions that lead to understanding.
Al-Momani [3] investigated causes of delay in 130 public projects in Jordan. The main causes of delay were related to designer, user changes, weather, site conditions, late deliveries, economic conditions and increase in quantity. The study suggested that special attention to factors will help industry practitioners in minimizing contract disputes. Delays have strong relationship with failure and ineffective performance of contractors.
Ubaid [10] discussed the performance of contractors as one of the major causes of delay. Thirteen (13) major measures were considered. These measures are related to contractor resources and capabilities. Al-Barak [1] discussed the main causes of failure in Construction industry in Saudi Arabia by surveying 68 contractors and about 34 different causes of failure. The study concluded that lack of experience, poor estimation practices, bad decisions in regulating company’s policy, and national slump in the economy are the severe factors.
4. Research methodology
The research methodology contained: Seventy-three (73) causes of delay were identified through literature review and discussion with some parties involved in construction industry. A questionnaire was developed in order to evaluate the frequency of occurrence, severity and importance of the identified causes. Contractors information was collected from Chamber of Commerce and from the lists of contractors from literature. Also, information about consultants and design engineers were collected from lists of consultants found in literature, as well as from Building & Engineering Consultation Directory published by Engineering Committee in the Ministry of Commerce of Saudi Arabia [8].
Data were gathered through a survey, analyzed by using frequency, severity and importance indices, taking in view owners, contractors and consultants. Agreement on the ranking of the importance of the causes of delay between each two groups of parties was also tested. Recommendations for minimizing delay in construction projects were emphasized in view of the results of the study.
5. Questionnaire design
Data were gathered through a questionnaire. The questionnaire is divided into two main parts. Part I is related to general information for both the company and respondent. Both contractors and consultants were further requested to answer questions pertaining to their experience in the construction industry and their opinions about the percentage average time delay in projects they experienced. Part II includes the list of the identified causes of delay in construction project. These causes are classified into nine (9) groups according to the sources of delay: Factors related to project, owner, contractor, consultant, design-team, materials, equipment, manpower (labor), and external factors.
For each cause/factor two questions were asked: What is the frequency of occurrence for this cause? And what is the degree of severity of this cause on project delay? Both frequency of occurrence and severity were categorized on a four-point scale. Frequency of occurrence is categorized as follows: always, often, sometimes and rarely (on 4 to 1 point scale). Similarly, degree of severity was categorized as follows: extreme, great, moderate and little (on 4 to l point scale).
6. Data analysis approach
The collected data were analyzed through the following statistical techniques and indices:
Frequency index: A formula is used to rank causes of delay based on frequency of occurrence as identified by the participants
where a is the constant expressing weighting given to each response (ranges from 1 for rarely up to 4 for always), n is the frequency of the responses, and N is total number of responses.
where a is the constant expressing weighting given to each response (ranges from 1 for little up to 4 for severe), n is the frequency of the responses, and N is total number of responses.Importance index: The importance index of each cause is calculated as a function of both frequency and severity indices, as follows:
7. Spearman’s rank correlation
Spearman’s rank correlation is a non-parametric test. Non-parametric tests are also referred to as distribution-free tests. These tests have the obvious advantage of not requiring the assumption of normality or the assumption of homogeneity of variance. They compare medians rather than means and, as a result, if the data have one or two outliers, their influence is negated. In this research the Spearman’s Correlation is used. Correlation is a relationship measure among different parties or factors and the strength and direction of the relationship. In this research it is used to show the degree of agreement between the different parties. The correlation coefficient varies between +1 and −1, where +1 implies a perfect positive relationship (agreement), while −1 results from a perfect negative relationship (disagreement). It might be said then that sample estimates of correlation close to unity in magnitude imply good correlation, while values near zero indicate little or no correlation. The Spearman’s rank correlation coefficient r is used to measure and compare the association between the rankings of two parties for a single cause of delay, while ignoring the ranking of the third party. And it is calculated by the following formula:
where r is the Spearman rank correlation coefficient between two parties, d is the difference between ranks assigned to variables for each cause, and n is the number of pairs of rank.8. Research findings and results
Respondents included 23 contractors, 19 consultants and 15 owners out of 66, 51 and 27 distributed questionnaires, respectively. The contractors surveyed are categorized as grade 2 or above. They have an average of experience of about 23 years, while, participated consultants have an average of about 21 years of experience. Simple random sampling was used to select the participants from an available list.
About 76% of the participating contractors specified indicated that the average time overrun for the projects they have experienced is between 10% and 30% of the original project duration. About 56% of the participated consultants specified the same percentage. About 25% of the consultants indicated 30–50% time overrun compared to the original specified duration. Neither consultants nor contractors indicated any time delay of greater than 100% of the original contract duration.
This study covers both private and public projects and has been chosen to be just or almost completed. Owners who have experience with more than one project are surveyed. The participated owners included government departments. Saudi Aramco, Saudi Electricity Company, Eastern Branch, Girls College, Al-Yaum daily newspaper, and others.
8.2. Ranking of delay causes
Table 1. List of causes of delay categorized into nine groups
No. Causes of delay Group
2 Legal disputes b/w various parts Project
3 Inadequate definition of substantial completion Project
4 Ineffective delay penalties Project
5 Type of construction contract (Turnkey, construction only,.) Project
6 Type of project bidding and award (negotiation, lowest bidder,.) Project
7 Delay in progress payments by owner Owner
8 Delay to furnish and deliver the site to the contractor by the owner Owner
9 Change orders by owner during construction Owner
10 Late in revising and approving design documents by owner Owner
11 Delay in approving shop drawings and sample materials Owner
12 Poor communication and coordination by owner and other parties Owner
13 Slowness in decision making process by owner Owner
14 Conflicts between joint-ownership of the project Owner
15 Unavailability of incentives for contractor for finishing ahead of schedule Owner
16 Suspension of work by owner Owner
17 Difficulties in financing project by contractor Contractor
18 Conflicts in sub-contractors schedule in execution of project Contractor
19 Rework due to errors during construction Contractor
20 Conflicts b/w contractor and other parties (consultant and owner) Contractor
21 Poor site management and supervision by contractor Contractor
22 Poor communication and coordination by contractor with other parties Contractor
23 Ineffective planning and scheduling of project by contractor Contractor
24 Improper construction methods implemented by contractor Contractor
25 Delays in sub-contractors work Contractor
26 Inadequate contractor’s work Contractor
27 Frequent change of sub-contractors because of their inefficient work Contractor
28 Poor qualification of the contractor’s technical staff Contractor
29 Delay in site mobilization Contractor
30 Delay in performing inspection and testing by consultant Consultant
31 Delay in approving major changes in the scope of work by consultant Consultant
33 Poor communication/coordination between consultant and other parties Consultant
34 Late in reviewing and approving design documents by consultant Consultant
35 Conflicts between consultant and design engineer Consultant
36 Inadequate experience of consultant Consultant
37 Mistakes and discrepancies in design documents Design
38 Delays in producing design documents Design
39 Unclear and inadequate details in drawings Design
40 Complexity of project design Design
41 Insufficient data collection and survey before design Design
42 Misunderstanding of owner’s requirements by design engineer Design
43 Inadequate design-team experience Design
44 Un-use of advanced engineering design software Design
45 Shortage of construction materials in market Materials
46 Changes in material types and specifications during construction Materials
47 Delay in material delivery Materials
48 Damage of sorted material while they are needed urgently Materials
49 Delay in manufacturing special building materials Materials
50 Late procurement of materials Materials
51 Late in selection of finishing materials due to availability of many types in market Materials
52 Equipment breakdowns Equipment
53 Shortage of equipment Equipment
54 Low level of equipment-operator’s skill Equipment
55 Low productivity and efficiency of equipment Equipment
56 Lack of high-technology mechanical equipment Equipment
57 Shortage of labors Labors
58 Unqualified workforce Labors
59 Nationality of labors Labors
60 Low productivity level of labors Labors
61 Personal conflicts among labors Labors
62 Effects of subsurface conditions (e.g., soil, high water table, etc.) External
63 Delay in obtaining permits from municipality External
64 Hot weather effect on construction activities External
65 Rain effect on construction activities External
66 Unavailability of utilities in site (such as, water, electricity, telephone, etc.) External
67 Effect of social and cultural factors External
68 Traffic control and restriction at job site External
69 Accident during construction External
70 Differing site (ground) conditions External
71 Changes in government regulations and laws External
72 Delay in providing services from utilities (such as water, electricity) External
73 Delay in performing final inspection and certification by a third party External
8.3. Frequency of delay causes
The most frequent causes of delay according to owners, consultants and contractors are shown in Table 2. From owner’s point of view, the most frequent causes of delay are related to both contractor and labors. Results indicate that owners are realizing that awarding of projects to the lowest bidder is one of the highest frequent factors of delay. Inputs of the contractors indicate that the most frequent causes of delay are related to the owners. Consultants, like owners, assign awarding the lowest bidder as the most frequent factor of delay. This is due to that most of owners award the lowest bidder to execute their projects. Generally, the lowest bidders are unqualified contractors with shortage in resources and low capabilities, which lead to low performance and which cause delay in completion of the work.
8.4. Severity of delay causes
The most severe causes of delay, indicated by all parties separately, will be highlighted. Owners point out most of the severe causes of delay to contractor and labors. Inputs of owners underline that delay of progress payment by the owner is one of the most severe causes of delay. The most severe causes of delay as seen by the owners are as follows:
• Unqualified work force.
• Inadequate contractor’s experience.
• Difficulties in financing project by contractor.
• Ineffective planning and scheduling of project by contractor.
• Low productivity level of labors.
• Rework due to errors during construction.
• Delay in progress payments by owner.
• Original contract duration is too short.
Similar to owners, consultants indicate that the most severe causes of delay are related to contractors. Following are the most severe causes of delay as seen by the consultants:
• Difficulties in financing project by contractor.
• Inadequate contractor’s experience.
• Shortage of labors.
• Delay in progress payments by owner.
• Delay in material delivery.
• Poor site management and supervision by contractor.
• Ineffective planning and scheduling of project by contractor.
• Type of project bidding and award.
• Poor qualification of the contractor’s technical staff.
• Low productivity level of labors.
• Unqualified work force.
8.5. Importance of delay causes
Table 3 shows the most important causes of delay according to the owners, contractors and consultants. The importance index of each cause is calculated as a product of both frequency and severity indices.
Only one cause of delay is common between all parties, which is “change orders by owner during construction”. There are many causes which are common between two parties, such as delay in progress payments by owner, ineffective planning and scheduling of project by contractor, poor site management and supervision by contractor, shortage of labors and difficulties in financing project by contractor.
• Changes in government regulations and laws.
• Traffic control and restrictions at job site.
• Effect of social and cultural factors.
• Accidents during construction.
8.6. Ranking of sources (Groups) of delays



Table 4 and Table 6 show that owners and consultants specify labor, contractor, and project related causes as sources of delay. While, contractors indicate that sources of delay in construction projects are owners and consultants. The combined results that are presented in Table 7 show that delay in construction projects is mostly originated by the owner, followed by the contractor. Design, labor and consultant related factors are less importance.

8.7. Importance rank correlation
The Spearman’s rank correlation coefficient is used to measure the degree of agreement or disagreement associated with the importance ranking of each two parties while ignoring the ranking of the third party. Eq. (4) is used for this purpose. Results show that there is relatively good agreement between each two groups of parties in ranking delay causes with the highest degree of agreement (about 72.4%) between owners and consultants, while, the lowest degree of agreement is between owners and consultants of about 56.8%. Due to relative agreement between each group of parties in ranking causes, results of this study can be dependable Table 8.
9. Summary and conclusion
The delay in construction projects in Saudi Arabia is discussed in a field survey. It studied frequency, severity and importance of the causes of delay. The importance index of each cause is calculated as a product of both frequency and severity indices of each cause. 73 causes of delay were identified through research. The identified causes are combined into nine groups. The field survey included 23 contractors, 19 consultants, and 15 owners. Data collected were analyzed by frequency, severity and importance.
Only one cause of delay is common between all parties, which is “change orders by owner during construction”. Many causes are common between two parties, such as delay in progress payments, ineffective planning and scheduling by contractor, poor site management and supervision by contractor, shortage of labors and difficulties in financing by contractor. All parties agree that the following causes are the least important: changes in government regulations, traffic control and restrictions at site, effect of social and cultural factors and accidents during construction.
Both owners and consultants specify labor and contractor related causes as the severe and important sources of delay, while, contractors indicate that the important sources of delay in construction projects are owners and consultants. The values of the Spearman’s rank correlation coefficients show that there is relative good agreement between each two groups of parties in ranking of the importance of delay causes. The highest degree of agreement is 72.4% between owners and consultants, while the lowest is 56.8% between owners and contractors.
10. Recommendations
The following points can be recommended by all parties in order to minimize and control delays in construction projects:
Owners should give special attention to the following factors:
• Pay progress payment to the contractor on time because it impairs the contractors ability to finance the work.
• Minimize change orders during construction to avoid delays.
• Avoid delay in reviewing and approving of design documents than the anticipated.
• Check for resources and capabilities, before awarding the contract to the lowest bidder.
Contractors should consider the following factors:
• Shortage and low productivity of labor: enough number of labors should be assigned and be motivated to improve productivity.
• Financial and cash flow problems: contractor should manage his financial resources and plan cash flow by utilizing progress payment.
• Planning and scheduling: they are continuing processes during construction and match with the resources and time to develop the work to avoid cost overrun and disputes.
• Site management and supervision: administrative and technical staff should be assigned as soon as project is awarded to make arrangements to achieve completion within specified time with the required quality, and estimated cost.
Consultants should look to the following points:
• Reviewing and approving design documents: any delay caused by the consultant engineer in checking, reviewing and approving the design submittals prior to construction phase, could delay the progress of the work;
• Inflexibility: Consultants should be flexible in evaluating contractor works.
Compromising between the cost and high quality should be considered.
Finally; Architect/design engineer should focus on the following issues:
• Producing design documents on time: A/E should set a schedule to complete design documents on time, otherwise result in a delay of work completion.
• Mistakes and discrepancies in design documents: They are common reasons for redoing designs and drawings and may take a long time to make necessary corrections.
10.2. Recommendations for future studies
Similar study can be performed in other provinces/cities of Saudi Arabia. Another study can be done for a specific type of construction projects, such as utility projects, highways construction project, dam construction projects, etc. Detail studies can be done to evaluate the involvement and effect of a specific party or resource of construction project to the time overrun in construction projects. A research can be carried out to investigate the effect of financing and cash flow problems on delays in construction projects.
Acknowledgments
The author appreciate the efforts of Sadiq A. Al-Hajji for his help in the study and thank King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia, for providing various facilities for conducting this study.
References
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[2] Al-Ghafly MA. Delays in the construction of public utility projects in Saudi Arabia. Master thesis, CEM Dept., KFUPM, Dhahran, Saudi Arabia, 1995.
[3] A.H. Al-Momani, Construction delay: a quantitative analysis, International Journal of Project Management 18 (2000) (1), pp. 51–59. Abstract | PDF (184 K) | View Record in Scopus | Cited By in Scopus (23)
[4] S.A. Assaf, M. Al-Khalil and M. Al-Hazmi, Causes of delays in large building construction projects, ASCE J Manage Eng 11 (1995) (2), pp. 45–50. Full Text via CrossRef
[5] D.W. Chan and M.M. Kumaraswamy, A comparative study of causes of time overruns in Hong Kong construction projects, Int J Project Manage 15 (1997) (1), pp. 55–63. Article | PDF (1538 K) | View Record in Scopus | Cited By in Scopus (54)
[6] P. Kaming, P. Olomolaiye, G. Holt and F. Harris, Factors influencing construction time and cost overruns on high-rise projects in Indonesia, Construct Manage Econom 15 (1997), pp. 83–94. View Record in Scopus | Cited By in Scopus (38)
[7] M. Kumaraswamy and D. Chan, Contributors to construction delay, Construct Manage Econom 16 (1998) (1), pp. 17–29. View Record in Scopus | Cited By in Scopus (30)
[8] Ministry of Commerce, Building & Engineering Consultation Directory, Issue (2000–2001), Published by Engineering Committee in the Ministry of Commerce, Saudi Arabia.
[9] Noulmanee A, Wachirathamrojn J, Tantichattanont P, Sittivijan P. Internal causes of delays in highway construction projects in Thailand. www.ait.c1et.com, July, 1999.
[10] Ubaid AG. Factors affecting contractor performance. Master thesis, CEM Dept., KFUPM, Dhahran, Saudi Arabia, 1991.
Source: http://www.sciencedirect.com/science?_ob=ArticleURL&_udi=B6V9V-4JGJJH0-1&_user=167669&_rdoc=1&_fmt=&_orig=search&_sort=d&_docanchor=&view=c&_acct=C000013278&_version=1&_urlVersion=0&_userid=167669&md5=1b30efe96688d7980096e498b4d75012
Plse see International Journal of Project Management, Volume 24, Issue 4, May 2006, Pages 349-357
Monday, November 2, 2009
Quantity Surveyor dalam dunia Konstruksi
•Proses Perencanaan (Planning)
•Proses Pelaksanaan (Acting)
•Proses Pengawasan (Supervising)
Dalam tahap perencanaan ini Quantity Surveyor (QS) bekerja. Pada tahap perencanaan terdapat banyak team yang berperan didalamnya, mulai dari ; arsitek, sipil engineer, geotech engineer, water sanitation engineer, mechanical & electrical engineer dan QS. Uraian pekerjaan dari QS antara lain:
1.Pada tahap paling awal QS bertugas melakukan market survey untuk mendapatkan harga material bahan bangunan yang akan ia gunakan dengan mengacu Technical Specification dan dokumen bestek. Seorang QS yang sudah berpengalam dapat menentukan kisaran harga bahan yang pernah ia gunakan sebelumnya.
2.Pada tahap selanjutnya QS bertugas melakukan perhitungan terhadap Analisa Harga Satuan (AHS) berikut harga satuan pekerjaan (HSP) sesuai kebijakan manajemen proyek. Ada kalanya dalam proyek-proyek dari pemerintah disyaratkan menggunakan Analisa standar sesuai SNI. Dalam proyek-proyek swasta digunakan analisa sesuai dengan kebijakan dan pengalaman sendiri termasuk didalamnya koefisien tenaga kerja dan bahan yang juga sangat besar pengaruhnya dalam menentukan besaran harga satuan pekerjaan.
3.Setelah semua item pekerjaan mempunyai harga proses perhitungan dilanjutkan dengan memasukkan item pekerjaan dalam form Bill Of Quantity yang terstandard masing badan usaha. Semua item pekerjaan harus tercantum dalam kolom uraian pekerjaan dan menyebutkan spesifikasi material atau hal-hal khusus yang harus dipersyaratkan. Pengelompokan item pekerjaan berdasarkan sequence atau urutan pelaksanaan pekerjaan menjadi sangat penting untuk menghindarkan kerancuan yang membingungkan pihak-pihak yang berkepentingan.
4.Tahap penting berikutnya yaitu melakukan perhitungan quantity masing-masing pekerjaan dari gambar-gambar kerja yang sudah disiapkan oleh masing-masing bagian mulai dari arsitek, sipil, geotek, watsan, mekanikal & elektrikal. Perhitungan quantity harus dilakukan dengan keakuratan yang tinggi dan tidak mengikutsertakan interest dari beberapa pihak yang berkepentingan.
5.Sebagai tahap akhir setelah didapatkan harga satuan, item pekerjaan, dan quantity berikutnya yaitu melakukan perkalian antara quantity dan harga satuan pada tiap-tiap item pekerjaan. Kemudian menjumlahkan masing-masing sub total pada tiap kelompok pekerjaan dan menjumlahkan sub-sub menjadi grand total dibagian paling bawah tabel BoQ.
Profesi QS sering kali dituntut adanya loyalitas dan integritas terhadap perusahaan atau badan dimana ia bernaung. Dalam menentukan analisa, item pekerjaan dan quantity sangat memungkinkan untuk melakukan mark up yang dapat merugikan salah satu pihak. Hal ini tentunya menjadi mudah bagi QS yang teguh dalam memegang komitmen terhadap pekerjaannya.
http://ekosupriyadi.blogspot.com/2008/05/quantity-surveyor-dalam-dunia.html
Quantity Surveyor
The term 'Quantity Surveyor' derives from the role taken in quantifying the various items of labour, material and plant that it takes to construct a given project.
Quantity surveyors use their skills to determine the cost of building work ranging from residential properties through to assessing the construction value of new multi-million euro office towers. Additionally they are used on civil, mining and infrastructure projects to determine the cost of such facilities.
Quantity Surveyors are involved at various stages of the construction process, typically prior to construction, during construction and following completion of the works.
The Role of the Quantity Surveyor
Quantity surveyors work with accountants, architects, engineers, builders, building owners, developers, financiers, government authorities, insurance underwriters, solicitors and subcontractors.
The quantity surveyor’s detailed knowledge of construction costs allows them to perform the following tasks:
Prior to Construction
Determination of Client requirements.
Preparation of Feasibility Studies.
Estimating to define project budgets.
Analysis of the effect of design changes on the project budget.
Cost planning to refine the budget as the design documents develop.
Preparation of Bills of Quantities to assist in the tender process.
Reviews and recommendation of Builder’s tender submissions.
During Construction
Provision of cost control services during construction.
Assessment of the builder’s progress claims.
Assessment of variation and delay claims.
Post Construction
Determination of the final project cost and agreement of Final Account.
Expert Witness reports to assist in the settlement of building disputes.
http://www.plus3.ie/quantity_surveyor.html