Quantity Surveying Estimating Methods Impact

amount Surveying Estimating Methods fixIn view of the fact that the profession was being introduced in the country, Quantity Surveyors atomic number 18 edifice professionals which being patronized under the Institution of Surveyors, Malaysia and its be on of Quantity Surveyor Malaysia. Advices ar given by Quantity Surveyors on aspects of m unriv every last(predicate)ed and only(a)tary and extortual administration (ISM, 2004).ISM (2004) define, the Quantity Surveyor as the experts of capable in appeal and focal point of reflexion visualizes and besides invite to expense the Bills of Quantities, negotiating and agreeing register of treasures. fit in to Andrew Doyle and Will Hughes (1997), the Quantity Surveying profession is incessantly scrutinised, with fastness demands for higher(prenominal) verity estimating. too, Mohammad Barzandeh (2009) defines estimating as the surgery of calculated guessing by looking into the future be of a tress chore come forward front start counterfeit. It happens before facial expression has started. The Quantity Surveyor is responsible for these casts which serve to feature sure that wind realize go away stool a boffo fiscal outcome. Phuwadol Samphaongoen (2009) democracys construction terms estimating as a cumber or so cargon for. An veracious conduct takes a recollective season for the calculating machine to complete it. affirmers electronic study act uponing system has to prep atomic number 18 be guesss quite often for new projects. According to Skit more, et al (1990), the aim of construction equipment casualty estimating is to tin an estimate of the market cost for the construction contains.In the other hand, Holm et al (2005) defines cost estimating as the edge of analysing a specific scope of change state which predicting the cost of manageing the work. follow estimating besides involves collecting, analysing and summarising all available selective information f ixd to a construction project. Hira N. Ahuja Walter J. Campbell (1998) define a wide definition of an estimate which is a anticipation of probable cost. According to Mohammad Barzandeh (2009), estimating is one of the most beta functions for a prosperous construction project. These Estimates also influence the decisions made for budgeting and assist in Clients decisions for infusion of the contractor.1.2 Problem StatementCost run over is a materially frequent phenomenon as most of the construction projects in Malaysia facing this problem. Cost overrun occurs when the final cost or expenditure of the construction project beyond the original estimation cost. Cost overrun occurs in twain development and developed countries. (A.S. Ali S.N. Kamaruzzaman, 2010)Besides, Kai Zhu (2005) emphasizes, cost estimation and planning is a actually important and fundamental aspect in the construction litigate, it facilitates pitchive and efficient envision of the construction proj ects. Despite their importance, often in practice be name of clock judgment of conviction constraints, its requirements atomic number 18 non usually fulfilled which in the long run reckon a projects quality, duration and budget.According to Kai Zhu (2005), one of the factors that ca social function cost overrun in Malaysia construction exertion which is the in the true of cost estimation prepargond by Quantity Surveyors, the possible consequence of cost overrun is abandon of construction project repayable to dishonor. On the other hand, overestimated cost could result vent of opportunities by the Client and loss of contract award by the contractor, both the Client and the asserter could incur signifi stinkpott losses payable to underestimated cost.In addition, Stephen D. Schuette et al (1994) emphasises that in correct construction project estimates competency allow a detrimental effect on all parties involved. M some(prenominal) additional factors which baron affect the future typesetters cases of construction project such as childbed productiveness, material avail dexterity, monetary markets, weather, constructability issues, equipment availability, contract types, ethics, quality issues, control system, management ability and others.1.3 ObjectivesObjectivesTo identify the factors that affecting the accuracy of estimation by Quantity Surveyor during pre- nettlesome and listener stage.To identify the impact of inaccuracy in estimation to the Client and/or the Contractor.To spring recommendation for minimise the inaccuracy of estimation during pre-tender and tender stage.1.4 Rationale of studyKeith Potts (2011) lands, the estimating assist is genuinely important, as it enables construction companies to fall their direct cost and provides a bottom line cost below which it would non be sparing for them to carry out the construction work. Leng (2005) also states, cost estimation is one of the most important activities of the entire pro ject duration. An over-estimate could lead to tender non being accepted by the Client and losing potential work. An under-estimate could lead to Contractor losing money.According to Hira N. Ahuja Walter J. Campbell (1998), cost estimate play the major role in the decision-making process which leads from concept to completion of a construction project. Cost estimating has croak very important under economic conditions with high inflations and fiscal constraints.As mentioned by Keith Potts (2011), the basic challenges faced by the Contractors ready reckoner is to estimate the costs of constructing a project account for the specific construction activities and after that take the construction project within the estimated cost and schedule. Contractor to build a construction project profitably, the cost estimating and cost control skills ar very essential for the Contractor.Kai Zhu (2005) recommends that the factors which affect the accuracy of estimation should be identifying in golf club to increase the accuracy of estimation. Besides, absolute cost estimation minimise the venture of cost overrun, provides confidence on construction project outcomes to the management and contributes to the strategic management of the organization. According to Zaitoun Shadeed Al-Khaldi (1990), on that point are many factors that affect the accuracy of construction cost estimating and it should be taken into account in the betimes stage of an estimate. Some of the factors eject increase costs and the possibility of contractual disputes amidst the various parties involved.1.5 Research MethodologiesAs stated by Richard Fellows Anite Liu (2008), there are cardinal major approaches being employed for information collection, which are primary data and secondary data. Primary sources allow the researcher to go as close as possible to what actually happened during a historic event or time period. A secondary source is a work which interprets or analyses an historic eve nt or phenomenon. It is worldwidely at least one step removed from the event and is normally base on primary sources.According to Richard Fellows Anite Liu (2008), primary sources heap be categorise into soft, quantitative or a mixed method research. In qualitative approaches seek to obtain insight and to understand peoples perception. quantifiable approaches tend to relate to positivism and seek to obtain factual data, to study human relationship between facts and how such facts and relationships accord with theories and the searching from any research executed previously. consultation will be aimed in order to derive primary data. Besides, Quantitative approach such as questionnaires will be employed and conduct through postal delivery and e-mail.According to Denscombe (2007), secondary data provide the researcher theoretical background and knowledge. Secondary data will be collected by literature review method, which include reading journal, articles, published electro nic, thesis or dissertation done by other students, discussion and books. For this project dissertation, majority of the secondary data is collected through books, articles and journals.Chapter 2 Literature Review2.1 Factors affecting the accuracy of estimatingAccording to Hira N. Ahuja Walter J. Campbell (1998), accuracy in estimating relies on freedom of avoidable mistakes. Estimates errors may also be attributed to adept foul errors in calculations or simply to careless blunders. Some ordinary blunders are misplacing a decimal point, failing to include the total of every estimate sheet in the final summary, errors in transferring figures from one sheet to a nonher, simple multiplication or addition mistakes and misreading a number beca recitation of ill-defined handwriting. Any one of these types of errors can lead a significant effect on the accuracy of an estimate.2.1.1 Construction points2.1.1.1 Complexity of projectMichael kitchens (1996) emphasises that the constructio n industry has become increasingly abstruse through the years as a result of improvement and ad cutting edgece in technology, natural evolution and litigation. H. van Meerveld, et al (2009) states that the level of complexity of a construction project is a function of three features which include organisational complexity, resource complexity and/or skilful complexity. Cost estimation world power influence by organisational complexity, resource complexity and/or technical complexity.As mentioned by Michael kitchens (1996), organisational complexity is the number of people, departments and organisations that are involved. Organisational complexity might lead to a loss of nurture due to communication becomes more difficult when more people are involved. The education that is lost can sometimes be necessary for acquiring an estimate. Organisational complexity can also indicate that computing devices work coincidingly on the selfsame(prenominal) project. In this case, electron ic computers exact to put more effort into coordinating this simultaneous work.According to H. van Meerveld et al. (2009), resource complexity is the chroma of resources involved constantly assessed through the budget of the construction project. Resource complexity means that the boilers suit amount of work needed to estimate increases which also increase the happening of making mistakes or errors.H. van Meerveld et al. (2009) note that technical complexity is the level of innovation involved in the product or the construction project process or novelty of interfaces between several(predicate) parts of that process or product. Technical complexity means that electronic computers will have to trade name manual adjustment to acquire a more dead-on(prenominal) estimate on the concomitant construction project. In projects that are more complex are subject to a higher chance for the change of invention. The Estimator has to re-estimate the complete project or parts of it depen ding on the sort of design changes.H. van Meerveld et al. (2009) state that in general there are dickens issues influence the estimating activities on more complex projects, which include a higher demand for coordination and structure to prepare an estimating for the construction project. Besides, if complexity increases estimating will need more effort to acquire an estimate and the probability of making mistakes increases.However, jibe to A. Ashworth et al., the complexity of modern construction industry and the variety of processes utilise have especial(a) the availability of reliable feedback of information. In practice, the Estimator will have to use his own standard outputs and couple these with an expectation of future performance.2.1.1.2 drudge productivityAs stated by Donald F. McDonald et al (2004), on construction projects there are numerous circumstances and events that may cause productivity to decline which the Estimator might not anticipated when estimating the c onstruction cost. Estimating hollows and equipments costs requires more knowledge of construction techniques and go throughd judgment as oppose with estimating material cost. As estimating labours and equipment cost has the greatest uncertainty is in predicting the productivity of the labours and equipment that used on the construction project.According to Aiyetan Ayodeji Olatunji (2010), construction productivity is influenced by many factors which including material, equipment, tools, construction methods, management skills in terms of adequacy and accurate masking. Donald F. McDonald et al (2004) mention that as a result of poor project management may be caused by the failure to properly schedule and coordinate the work and the Estimator might not expected that event of the poor project management.According to Donald F. McDonald et al (2004), work that is not schedule properly which might lead to bypassage of critical construction equipment or labours and incorrect mix of la bour crews may result in reduced productivity of the labour because the labour may not able to work as efficiently as they could. Improperly planned and implemented project initiation procedures might also lead to lost labour productivity.Donald F. McDonald et al (2004) also states that if material, tools or construction equipment are not available to particular labour at the right location and timing, the productivity of the particular labour probably acquit as they may be unable to pop off in a consistent manner. Productivity of the labour might suffer if the wrong tools or improperly sized equipment is provided. In addition, poor identify layout design can affect the productivity.In addition, lee side Holm et al. (2005) emphasise that estimating should be vary depend on site conditions, labour size, labour experience and equipment selected for the particular construction project. As lost productivity of labours are not tracked normally or cannot be discerned separately and co ntemporaneously.2.1.1.3 Insufficient timeDavid G. Carmichael (2002) emphasises that construction projects involving design time of months or years which request the Contractors to outline the tender documents and submit the tender within a relative short period. The planning, estimating, developing a work method, studies and others are prepared within a short period or an insufficient time is allowed. The Contractors is required an assign tender period to develop thorough the tender.David G. Carmichael (2002) states that as insufficient time is given to the Contractor for estimating and price the tender in rushing process, the Contactor might miss out any prior consideration. Binnington Copeland Associates (2012) also state that as the failure to allow the Estimator adequate time to carefully consider and pricing for risks which might result in excessively high tender prices where substantial contingency is allowed by the Estimator to cover unexpected situation, as the Estimator had not enough time to get across with it. Besides, according to David G. Carmichael (2002), this presents a challenge to the Estimator who has to prepare and complete several estimates and tenders in a relative short period of time. serrated wrack Wai Kuen, Raymond (2005) emphasises that insufficient time for cost estimating is the prior factors which cause inaccurate cost estimating incur, as construction platformmes are very tight and designs are ofttimes changed. The performance of cost management adversely affects the Estimator to estimates as insufficient time is provided.2.1.1.4 Inadequate informationAccording to Aiyetan Ayodeji Olatunji (2010), majority of the Contractors Estimator facing problem when tendering for a construction project which the information provided is insufficient. Under this circumstance, the Estimator must appoint his or her own estimation and assumption on it, if inaccurate estimation has been made, it may lead the Contactor overestimate or underes timate. Overestimate might cause the Contractor unable to award the construction project, underestimate might cause the Contractor unable to gain profit from the particular project or more worst still abandon of work due to insufficient financial to run the construction project.2.1.1.5 Lack of availability of equipmentThere are two major circumstances which faced by the Estimator when estimating or pricing the tender. Firstly, the Estimator might require estimating the fluctuation of the price of equipment for relative long of period as the construction period normally last for some years. Secondly, during tendering stage the Estimator might require deciding whether own the equipment or hire the equipment from specialist company if the project require certain equipment which the Contractor does not own the equipment (Zaitoun Shadeed Al-Khaldi, 1990).According to Zaitoun Shadeed Al-Khaldi (1990), the Estimator has to evaluate and select one particular piece of equipment, it is essen tial to determine its hourly cost very accurately. Some factors have to be considered during this stage, which are number of hours used per day, month and year, severity of job conditions, the way the equipment has been maintained and the demand for equipment owned by the Contractor when it is sold. In addition, the price of the equipment might be increase due to inflation or many mega projects are run con legitimately which might cause the unavailability of the equipment.2.1.1.6 Incomplete drawing and detail designLee Holm et al. (2005) emphasise that the accuracy of estimate also will depend upon the completeness of the contract documents provided and others. In addition, the factors of incomplete drawing and detail design as the factors which cause inaccuracy of estimation in construction project. During tendering, the Contractors Estimator is carrying out the estimating work due to drawing is unclear and none very detail shown in the drawing. The Estimator has to make his or her own assumption for estimating and pricing the tender. This factor will increase the chance of inaccuracy estimation for the particular construction project.2.1.1.7 Computerised estimating bundleThe actual use of the ready reckoner for estimating is varied within the construction industry. Some companies use the computer for all construction projects with a high degree of mundanity and some other companies do not use the computer at all. (Stephen D. Schuette Roger W. Liska, 1994)Phuwadol Samphaongoen (2009) defines detailed cost estimating as a cumbersome process that involves a lot of data and calculations, improvement in technology that could assist the estimating process of construction cost it could reduce the Estimators work load. Computers are considered to be in force(p) tools for assisting Estimators during the pre-tendering and tendering stage. Computers provide many benefits to the Estimator, which including reducing estimation errors, the time required and others.Ste phen D. Schuette Roger W. Liska (1994) state that the premature uses of computers by the construction companies were prepareed to accounting functions only. The improvement in micro-computering have change magnitude knowledge of computer capabilities construction managers have begun to use computers in everyday construction operations to make quick and accurate decisions.Phuwadol Samphaongoen (2009) states estimating technologies which include spreadsheets, builds soft, microsoft excel, cost estimating parcel, digitizing tablets, on-screen digitizing systems and the yet to be matured 3-D click parametric estimating parcel and others. During the detailed cost estimating process various packet packages are available to assist the Estimator. The capabilities of software packages vary greatly, as some of the software is include labour, equipment and material cost databases, after the database is set up which could facilitates the estimating process.According to Phuwadol Samphaon goen (2009), a spreadsheet is a computer application which simulates a publisher worksheet. It arrange for the user with cells that are compiled into rows and columns. Each of the cells can contain every text, numerical values or formula, it can be defined in cells to obtain calculated value from the related cells. Complicated mathematical calculations can be automated with a change or alter of a single cell with the use of formula in the spreadsheet. Estimator uses the worksheets to drive on the estimating process. A template can be set up by the Estimator with saved formula in the spreadsheet. Quantity take-off calculations can perform within a spreadsheet by the Estimator. Although a spreadsheet requires a lot of enter from the Estimator, it could remove the cumbersome and error prone manual calculations during the measuring stick take-off and pricing.As stated by Mofti Bin Marjuki (2006), Global Estimating is an estimating program which has been tailored for moneymaking(pre nominal) use in the construction industry. Bills of Quantities or detailed Estimates and Cost Plans can be produce through this program. Designed primarily for use by commercial building Contractors and professional Quantity Surveyors it includes features which allow it to be used in other industries where estimating is required. The grouping columns in this program are very powerful as it can be re-sorted or analysed the entered information. For example, the estimate can be summarised to produce totals by area, block, stage, cost centre, accounting group, or any user defined set of codes.Mofti Bin Marjuki (2006) mentioned Microsoft excel can be used for contains or store industry standard cost data in the CSI format for all cost categories covering general construction. social unit prices include material and labor including labor hours. This software provide slow modify and add cost data to suit local anesthetic conditions and business. Besides that, Microsoft excel instantly cr eates user-modifiable, onscreen or printed estimate reports including price quotation. In addition, this software can save time, improve accuracy and achieve greater success.Phuwadol Samphaongoen (2009) notes that a digitizing tablet is a computer input device which uses a mode and a tracking surface to capture the drawing on to the computer system. The drawing traced on the tracking surface transfers point coordinates to a computer it can be used for many different purposes which including construction cost estimating. Digitizing tablets purpose in construction cost estimating is to digitize the paper-based blueprints provided by Estimator or the designer.For example, the Estimator can get the length, perimeter and area out of the drawing by the scale provided in the blueprints. These parameters are available when using the digitizing tablet through software package. After the paper blueprints have been digitized and the quantities for all work items have been determined, the Est imator might those quantities to estimate the prices of items, but quantity takeoff using the digitizing tablets may cause errors from unstable hand during examine the drawing. Digitizing require a large number of blueprints which is very time-consuming process to the Estimator. (Phuwadol Samphaongoen, 2009)Phuwadol Samphaongoen (2009) mentioned that 3-D computer aided drawing (CAD) models allow estimators visualize what is waiver to be built in the 3-D environment. The ability to digitally bring up and transfer data can speed up and facilities the cost estimating process. A building model allow the user seen in many different views which include details of elements, dimensions can be extracted and transferred to the estimating software.In the other hand, Stephen D. Schuette Roger W. Liska, (1994) state that the duties of the Estimator might change if the Estimators company implements the use of the computer in the estimating process. Before computerisation estimating process th e Estimator spent the greatest amount of time determining the quantities of materials and performing math calculations. Computers accomplish these tasks rapidly and accurately permit the Estimator to give more attention and concentration to alternative construction methods, material supplier negotiations, predicting the productivity of labours, developing accurate cost information and bidding strategies.Everything that comes out of the computer, the Estimator should not accept it blindly or rely totally on the computerised system as the computer cannot make judgment. The result of the computerised estimate software should always review by Estimator to avoid errors and mistakes as computerised estimate software is not immune to technical faults which are likely not to be detected easily and early as recommend by Stephen D. Schuette Roger W. Liska (1994).Besides, Stephen D. Schuette Roger W. Liska (1994) state that computerised estimate software could also be susceptible to technic al limitations such as inability to work under certain conditions, inability to work well with other tools and limited to technical support. It might trigger severe consequences on estimating processes due to the Estimators insufficiency of knowledge on those computerised estimate software.The manifestations of tool based error are which included software construction, faults from programme performance frameworks, errors from a secondary source, end-users unlike use, inability to interact perfectly with other applications and others (Oluwole Allfred Olatunji, 2010).In addition, Oluwole Allfred Olatunji (2010) mentions that computerised estimate software could obsolesce of standards due to evolution of information technology in the estimating industry, specially description libraries and databases used for automatic estimating. Estimators or applications must be updated frequently when built into a programme as reference standards for reviewed, otherwise that the program possibili ty miss-apply the standards.2.1.1.8 Experience or qualification of Quantity Surveyor EstimatorAccording to Skitmore et al. (1990), expert Quantity Surveyors in the UK provided evidence of significant differences in estimating accuracy between the individual surveyors involved. Lee Holm et al. (2005) emphasise that the accuracy of estimate also will depend upon the completeness of the experience of the Estimator and others. As stated by Hira N. Ahuja Walter J. Campbell (1998), the Estimators knowledge can provide a measure of insight and accuracy that is unobtainable from any other information sources.According to Skitmore et al. (1990), construction contract price estimating practice is, with very few exceptions, heavily dependent on the skill of the Estimator. This skill is associated with the other factors affecting the quality of Estimator which are the nature of the target, information, technique and feedback and the personal attributes of the forecaster himself combining to pr ovide the general term of expertise.Besides that, Mudd (1984, p.1-2) has described that Contactors Estimator should associated with certain qualities. These include intimately basic numerate and literate education, reasonable time spent on site, interpret drawings, ability to communicate, facility to make accurate mathematical calculations, application of logic and common sense, patience, able to cope with a vast volume of paper, a working knowledge of all the major trades, close relationship with those peoples who are responsible for construction, a knack of picking up utile information, flexibility and others.2.1.1.9 New/innovative techniques or materialsThe implemention of Industrialised Building constitution (IBS) is still not widespread in the industry despite the establishment has encouraged the implementation of IBS towards reducing percentage of foreign works and improving quality, productivity, safety and competitiveness through IBS construction method. IBS is a constr uction process that utilises techniques, products, components or building system which involved prefabricated components and on-site installation (CIDB 200).Salihudin Hassim, Mohd Saleh Jaafar and Saiful Azri Abu Hasan Sazalli (2009) emphasise that since the first project of IBS in year 1964 till today, IBS in Malaysia is not well accepted by the construction parties because of failure to adequately deal with risk in the IBS projects. The failure to keep in cost estimate in IBS project is still common in Malaysia and it is one of the reasons that limit the development of IBS in Malaysia construction industry.2.1.1.10 Availability of historic price dataMartin Brook (2008) states that estimating method used for cost planning and estimating which relies on historical cost data during early stages, whereas current price apply by analytical estimating approach to resource for a well-developed design. According to Hira N. Ahuja Walter J. Campbell (1998), most accomplished companies make it a policy to keep records of actual costs incurred on their various construction projects.As mentioned by Hira N. Ahuja Walter J. Campbell (1998), the estimator can determine if his estimated costs were accurate or otherwise through comparing records of estimated costs. If the estimating is not accurate, whether the discrepancy was due to Estimator own lack of expertise or rather or incur some unforeseen cost-incurring conditions. In addition, these cost records serve another function, which is providing reliable cost data for preparing future estimates.Tang Wai Kuen, Raymond (2005) mentions that there are several historical databases available that provide current values for estimating costs of the several units of work for a project. The example of historical price data such as databases are collect from records of actual project costs or companys own past experience and on-going price quotations from suppliers and are published annually in the form of books, CDs and computer- based extranets.Stephen D. Schuette Roger W. Liska (1994) suggested that it is important that accurate database information be received to develop the estimating information data bank. In the other hand, according to Tang Wai Kuen, Raymond (2005), applying published data or software database pricing without first adjusting for the particular aspects of the project it might cause underestimate or overestimate. As every project in construction is ludicrous as every project with a distinct set of local factors, for examples size of project, level of competition, flexibility of specifications, work site, working hour restrictions and others.As stated by Tang Wai Kuen, Raymond (2005), review each line item by the professional Estimator is required when the estimating system attached to a price database, such review for the Estimator to make sure it is applicable. wide of the mark estimates can be caused by the Estimator applying these database prices blindly. Historical can be constit ute a major cause of inaccurate cost estimate, if the Estimator store incorrect or inaccurate data as price database, in future the Estimator prepare cost estimation relies on inaccurate or incorrect database cause occurrence of inaccurate estimate.On the other hand, Hira N. Ahuja Walter J. Campbell (1998) emphasis, estimating publications have increase greatly, these guides are invaluable to Estimators who do not have access to actual job records. Published data are useful during all stages of estimate development. Although it is certainly not recommended that published data alone be used for an entire estimate, but it is undoubtedly useful in filling in the gaps in cost information where no other source is unavailable.2.1.2 Financial factorsAiyetan Ayodeji Olatunji (2010) states that the performance of construction projects negatively affects by financial risk, financial risks might include high inflation and increased construction of the project. These factors affect particular projects where materials and goods are required for construction have to be imported from foreign country. The exchange rate changes on a daily basis are high so that the interest rate subject to change, it increases the percentage or chances of inaccuracy estimation occur. As mentioned by Laeeq Hassan (2010), financial risk associated with construction projects which include paucity of funds, delay in wages and others. All construction parties or compani