Tuesday, November 3, 2009

Causes of Delay in Large Construction Projects

Sadi A. Assaf, and Sadiq Al-Hejji
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 participantswhere 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.

Severity index: A formula is used to rank causes of delay based on severity as indicated by the participants.
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

8.1. General characteristics of respondents
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

The three ranking indices explained earlier were used to rank delay causes from viewpoints of the three parties (owners, contractors and consultants). Table 1 shows a list of causes of delay categorized into the mentioned nine groups.

Table 1. List of causes of delay categorized into nine groups

No. Causes of delay                                                                                          Group

1 Original contract duration is too short                                                       Project
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

32 Inflexibility (rigidity) of 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:

• Shortage of labors.
• 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.

All three parties agree that the following delay causes are the least important:

• 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

The causes are grouped into nine classes. Ranking of these groups associated with frequency of occurrence, degree of severity and importance by owners, contractors and consultants are presented in Table 4, Table 5 and Table 6, respectively.



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.

76% of the contractors have indicated that average of time overrun is between 10% and 30% of original duration, while about 56% of the consultants specified the same percentage. 25% of the consultants have indicated from 30% to 50% average time overrun. Owners specified that causes of delay are related to contractor and labors. Study indicated that owners and consultants realize that awarding to the lowest bidder is the highest frequent factor of delay, while, contractors considered severe causes of delay are related to owners.

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

10.1. General recommendation

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
[1] Al-Barak AA. Causes of contractors’ failures in Saudi Arabia. Master thesis, CEM Dept., KFUPM. Dhahran, Saudi Arabia, 1993.

[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

Dalam dunia konstruksi khususnya atau dalam suatu proyek pada umumnya terdiri dari beberapa proses pekerjaan besar, yaitu :

•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

A Quantity Surveyor is a building industry professional who specialises in estimating the value of construction works. In America the quantity surveyor is known as a “Cost Engineer”.

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

Wednesday, July 15, 2009

Projek Jambatan Sultan Yahya Petra 2 Terbengkalai

Tajuk asal: Pemimpin UMNO Sapu RM20 juta, Projek Jambatan Sultan Yahya Terbengkalai 
Email Oleh :mohd abdul wahab b sulaiman sulaiman
Written by SM Noor 

Saturday, 31 January 2009 02:47
Kuala Nerus – Gejala rasuah yang berlaku dikalangan pemimpin UMNO mengakibatkan kebocoran dan ketirisan berlaku dalam projek kerajaan.

Projek besar dan kecil ditipu oleh pemimpin UMNO menyebabkan ia menelan belanja lebih besar dari yang sepatutnya.

Ahli Dewan Undangan Negeri Melor, Kelantan, Ustaz Wan Ismail Wan Jusoh menyatakan demikian ketika menyampaikan ceramah di Maahad Tahfidz Wal Tarbiyah Tok Jiring malam semalam.

Beliau mendedahkan penyelewengan pemimpin UMNO Kelantan dalam projek pembinaan Jambatan Sultan Yahya Petra 2 (JSYP2) telah dirasmikan oleh Perdana Menteri Malaysia, Dato’ Seri Abdullah Ahmad Badawi pada 2 Ogos tahun 2007.

Beliau berkata projek tersebut tidak ditender dan diberi kepada syarikat yang dimiliki oleh Ketua Pemuda UMNO Kota Bharu, Rosmadi Ismail.

”Kementerian Kewangan melalui Kementerian Kerja Raya di peringkat pusat telah memberi kontrak membina jambatan ini kepada sebuah syarikat yang dimiliki oleh Ketua Pemuda UMNO Kota Bharu dengan harga RM 150 juta,

”Kita (PAS) bila tahu, kita tanya JKR berapa harga sepatutnya sebenarnya mengikut penilaian JKR,

”JKR kata harga sebenar jambatan ini, kalau diberi secara tender (terbuka) paling mahal berharga RM 110 juta,”katanya.

Katanya kelulusan projek JSYP2 hampir kepada waktu pilihanraya umum yang lalu dimana perasmian pecah tapak projek tersebut dilakukan oleh Perdana Menteri tanpa menjemput Menteri Besar Kelantan.

Oleh itu, setelah perasmian tapak tersebut, katanya, syarikat berkenaan telah menuntut bayaran daripada kerajaan pusat lebih dari RM 20 juta.

Beliau berkata apabila mendapat bayaran dari kerajaan persekutuan, syarikat tersebut tidak meneruskan pembinaan JSYP2 dan terbengkalai sehingga kini.

”Akhirnya dia telah tuntut sebanyak lebih dari RM 20 juta, lepas itu dia pun tinggal (projek), tidak buat, sampai ke hari ini tidak buat, pitih RM 20 juta dia kebas,

”Ketua Pemuda UMNO Kota Bharu beli kereta Porsche sebuah, nombor plate DBH1, yang harganya lebih sejuta ringgit,”dedah Ustaz Wan Ismail.

Katanya projek pembinaan JSYP2 yang terbengkalai adalah satu bukti bagaimana pemimpin UMNO menipu kontrak kerajaan.

”Dahlah boleh (mendapat) kontrak dengan harga yang mahal, tipu kerajaan pula, ambil pitih tapi tak buat kerja,”tambahnya.

Beliau berkata, kerajaan (rakyat) terpaksa menanggung kerugian bepuluh juta ringgit kerana terpaksa melantik kontraktor lain bagi melaksanakan projek itu dan wang lebih RM 20 juta yang telah diberikan kepada syarikat tersebut tidak dapat dituntut semula.

Last Updated on Sunday, 12 July 2009 06:32
Sumber: http://idhamlim.blogspot.com/2009/07/pemimpin-umno-sapu-rm20-jutaprojek.html

Komen: Pilihlah pemimpin yang beramanah.

Friday, July 3, 2009

Jambatan Pulau Pinang II Terlalu Mahal, Pakatan Gesa Kos Dikaji Semula

30 Jun 2009

Kerajaan digesa mengkaji semula kos projek pembinaan jambatan Pulau Pinang kedua yang menelan belanja RM22 billion hanya untuk fasa satu.

Ketua Umum Parti Keadilan Rakyat Anwar Ibrahim berkata rakyat sudah tentu tidak mampu menanggung kos setinggi itu dan menyarankan BN meneliti semula pelan laluan jambatan itu bagi mengurangkan harga projek.

Projek Jambatan Pulau Pinang II dilancarkan pada November 2006 dan dijangka siap pada Mei 2012.

Jambatan 24 kilometer itu akan menghubungkan Batu Kawan di Seberang Perai dan Batu Maung di selatan Pulau Pinang.

Pembinaan projek ini bagaimanapun tertangguh ekoran lonjakan kos projek, akibat kenaikan kos bahan binaan serta kegagalan Kumpulan UEM memberikan sebut harga yang tetap.

“Saya tidak menolak rasional meneruskan dengan projek jambatan itu, tetapi saya musykil mengapa projek jambatan kedua diteruskan di laluan yang dicadangkan yang menelan belanja yang besar,” kata Anwar.

Projek ini berbilion ringgit ini dibina dengan bantuan pinjaman dari Republik Rakyat China, dalam usahasama Kumpulan UEM dan China Harbour Engineering Co. Ltd (CHEC).

Walaupun kosnya begitu tinggi, Kerajaan BN sudah pun mengeluarkan surat tawaran RM22 billion kepada CHEH-UEM untuk melaksanakan fasa pertama projek.

Pakatan Rakyat mencadangkan laluan projek ini dialihkan ke bahagian utara Pulau Pinang yang lebih hampir kepada Tanah Besar Semenanjung sebagai cara berkesan untuk mengurangkan kos.

“Berdasarkan kepada maklumat industri yang saya perolehi, ada cadangan yang dikemukakan kepada kerajaan supaya meneruskan projek di laluan alternatif dan kalau ini dapat diteruskan ia dapat menjimatkan belanja RM4 bilion ringgit termasuk gantirugi kepada syarikat yang dianugerah projek itu,” kata Ahli Parlimen Permatang Pauh itu.

Anwar berkata kerajaan perlu komited kepada perbelanjaan yang bijak dan menyelamatkan sebanyak mungkin wang rakyat dari projek-projek mega sebegini, supaya ia dilabur kepada sektor kesihatan dan pendidikan.

“Saya sekali lagi pertikai kedegilan kerajaan. Apa komitmen yang mereka buat sehingga mereka tidak mahu ubah perkara ini sedangkan mereka boleh fast-track pembinaan ini. Dari RM4 bilion ini, bayangkan kita boleh bina 400 hospital dan 400 sekolah tetapi sedikitpun tidak dipedulikan,” tegas Anwar.

Anwar menjelaskan Pakatan Rakyat tidak mempertikai projek ini diteruskan oleh usahasama Kumpulan UEM-China Harbour bahkan berpendapat komitmen usahasama ini diteruskan.

Apa yang ditekankan adalah laluan projek ini ditukar bagi menurunkan kos pembinaan supaya ia tidak membebankan warga Pulau Pinang dalam jangka masa panjang.

“Kita tidak pertikai jika rundingan dijalankan dan mereka bina projek ini di laluan alternatif. Ini lebih viable kerana projek yang dicadangkan ini menelan belanja lebih tinggi dan lebih sukar untuk rakyat pulau pinang bayar kos dengan caj yang lebih tinggi kerana kos yang tinggi,” kata Anwar.

Sumber: http://www.suarakeadilan.com/sk/berita-semasa/2009/06/5549

Komen: Sila semak dengan beberapa orang juruukur bahan yang bertauliah. Mereka terlatih untuk menganggar kos sesuatu projek pembinaan.

Thursday, June 18, 2009

Bumbung Stadium Sultan Mizan Zainal Abidin Runtuh



KUALA TERENGGANU, 2 Jun (Bernama) -- Stadium Sultan Mizan Zainal Abidin di Gong Badak di sini, hampir musnah apabila kira-kira 60 peratus struktur bahagian bumbungnya runtuh pagi ini.

Kejadian yang berlaku pada kira-kira pukul 9.30 pagi itu, melibatkan bahagian hadapan, kiri dan kanan bumbung stadium berkenaan.

Tinjauan Bernama setakat tengah hari ini, mendapati kerja membersih kawasan berkenaan sedang dijalankan dan tiada kemalangan jiwa dilapor.

Bagaimanapun, beberapa motosikal dan sebuah kereta ditimpa serpihan bumbung stadium yang runtuh itu.

Beberapa anggota bomba dan penyelamat serta Jabatan Pertahanan Awam (JPA3) dilihat memasuki bahagian bangunan yang runtuh itu bagi memastikan tiada mangsa yang terperangkap.

Menteri Besar Datuk Ahmad Said turut meninjau tempat kejadian pagi ini dan beliau dijangka mengadakan sidang akhbar di pejabatnya pada pukul 4 petang ini.

Menurut beberapa saksi, runtuhan dipercayai bermula pada bahagian tengah stadium yang menempatkan bilik tetamu kehormat (VIP) dan tempat duduk utama termasuk pentas diraja.

Asmadi Hashim berkata ketika kejadian, beliau berada di rumahnya yang terletak kira-kira 400 meter dari stadium berkenaan.

"Saya mendengar satu letupan kuat dan menyangka ia adalah enjin kapal terbang kerana Lapangan Terbang Sultan Mahmud (LTSM) terletak berhampiran stadium itu," katanya.

Sementara itu, dua pekerja yang sedang memasang tiang lampu di sekitar stadium berkenaan terkejut selepas mendengar letupan berkenaan.

Mohd Zaidi Ahmad yang bekerja hanya kira-kira 300 meter dari tempat kejadian itu, kemudian bergegas bagi memastikan tiada yang terkorban.

Stadium Sultan Mizan Zainal Abidin yang berharga RM270 juta dirasmikan oleh Yang di-Pertuan Agong Tuanku Mizan Zainal Abidin pada 10 Mei tahun lepas.

Stadium berkenaan menjadi mercu tanda Terengganu dan gelanggang bagi beberapa acara utama pada Sukan Malaysia (Sukma) 2008 dan perlawanan bola sepak Liga Super.
-- BERNAMA.

Peristiwa runtuhan bumbung stadium

Pada 2 Jun 2009, pukul jam 7.30 pagi waktu Malaysia, bumbung utama stadium ini runtuh mengakibatkan sebuah kereta kancil milik Hanafiah Osman, (27) dan empat buah motosikal milik rakannya tertimbus. Ketika itu dia bersama empat rakannya sedang menjalankan kerja-kerja memasang lampu. Runtuhan itu membabitkan bumbung sepanjang 80 meter daripada keseluruhan 134 meter meliputi kawasan tempat duduk berbumbung termasuk pentas DiRaja.Runtuhan dipercayai bermula pada bahagian tengah stadium yang menempatkan bilik tetamu kehormat (VIP) dan tempat duduk utama termasuk pentas diraja. 17 pekerja di Pusat Boling Si Diman dan dua pengawal keselamatan berjaya menyelamatkan diri.

Kejadian ini berpunca daripada struktur bumbungnya yang tidak stabil. Projek pembinaan stadium tersebut dijalankan di bawah penyeliaan Jabatan Kerja Raya Malaysia (JKR). Difahamkan, kerosakan ini telah dikenalpasti lebih awal, tetapi didiamkan oleh JKR. Bumbung utama stadium ini dibina oleh kontraktor asing dari Korea Selatan semasa Menteri Besar Terengganu Idris Jusoh lagi, kemungkinan semasa pembinaannya tiada kontraktor tempatan yang layak dan berkemampuan untuk membinanya. Perkara yang sama juga didedahkan oleh Menteri Besar Trengganu, Datuk Ahmad Said pada 3 Jun 2009. Dalam masa yang sama, masalah ini bertambah rumit apabila Timbalan Pengarah Kerja Raya negeri, Ir. Ghazali Hashim berkata bahawa bumbung Stadium Sultan Mizan Zainal Abidin, Kompleks Sukan Negeri di Gong Badak yang runtuh semalam tidak mendapat Sijil Siap Kerja yang dikeluarkan oleh Jabatan Kerja Raya (JKR).
Dari http://ms.wikipedia.org/wiki/Stadium_Sultan_Mizan_Zainal_Abidin

Mutakhir: Khabarnya pihak Dato Bandaraya Kuala Terengganu telah pun mengeluarkan Sijil Siap Kerja.

Ulasan: Many disasters have other than natural roots. The interplay of humans and machines sometimes results in accidents. Faulty design and/or engineering, unsafe building practices, and ignorance of safety procedures all cause many unnecessary injuries, deaths and loss of capital invested. This happens through human error, human carelessness and indifference (lax building practices). Selamat menyiasat dengan teliti supaya tangan yang bertanggungjawab akan di hukum.

Wednesday, April 22, 2009

Thumbs up for tender system

KUALA LUMPUR: Contractors have welcomed the move by Prime Minister Datuk Seri Najib Razak to award government procurement contracts through open or restricted tenders.
Najib announced on Monday that he wanted to cut down on direct negotiations for such contracts and instead, adopt the tender system in efforts to curb corruption and restore public confidence in the government.
"This is a good sign for the market," said Master Builders Association of Malaysia president Ng Kee Leen.
"We certainly welcome such a positive change."
Ng said open tenders were the norm before, but the practice was changed to direct negotiations, much to the chagrin of the association's 3,000 members.
The Malaysian Indian Contractors Association hoped the new system would get its members out of the doldrums.
"We have long suffered as we had been overlooked when contracts appeared to be awarded unfairly.…(NST, 21/4/09).

Comment: Experience taught us to avoid direct negotiations as a way to curb corruption in the nation. The QSs in JKR knew this long ago, but could not do anything then when the political figure prefers direct negotiations. Now, they have the way to voice out improper practices – i.e. internet. Let the world knows.