quality function deployment in construction industry
TRANSCRIPT
Presented by: Amit Kumar
Asim Bala
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Introduction
Quality Function Deployment, QFD, is a quality technique which evaluates the ideas of key stakeholders to produce a product which better addresses the customers needs.
Customer requirements are gathered into a visual document which is evaluated and remodeled during construction so the important requirements stand out as the end result.
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Contd..
QFD is an ideal opportunity to move away from “we know best what the customer wants” to a new culture of “let’s hear the voice of the customer”
It is about planning and problem prevention, not problem solving (Eureka, 1988).
QFD provides a systematic approach to identify which requirements are a priority for whom, when to implement them, and why .(House of Quality)
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How QFD Works
Conceive
Design
Process Production
Requirements
Technical
Specifications
High Level Desig
n
Methods
Tools
QFD Planning Process
Procedures
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Phases of QFD
Product Planning including the ‘House of Quality’ (Requirements Engineering Life Cycle)
Product Design (Design Life Cycle) Process Planning (Implementation Life Cycle) Process Control (Testing Life Cycle)
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House of Quality
Phase 1 is where most of the information is gathered.
Getting good data is critical. Any mistakes in requirements here will be magnified later.
Is a set of matrices which contains the requirements (What’s) and the detailed information to achieve those requirements (How’s, How Much’s).
Stakeholder groups fill in the matrices based on their priorities and goals.
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House of Quality
Customer Requirements
1. (Whats)
6. Relationship Matrix(Whats vs. Hows”)
3&4. Customer Market Evaluation(Whats vs.
Whys)Degree of Technical
Difficulty
5. Technical Responses(Hows)
7. Technical Correlation (Hows vs. Hows)
Technical Matrix
How muchs
Planning MatrixWhys
Target GoalsTechnical Competitive
Evaluations
10. Overall Importance Ratings
2. Customer
Importance
Rating
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Project delivery process in public works program
Capital project planning
26/02/2016 9Model of project planning process
Typical process flow in project planning phase
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26/02/2016 11Process flow of QFD modeling of case-study
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VOC
Customer Requirement
s (Whats)
Customer types
Internal Customers
Share holders,
employees,
Intermediate
customersGovt,
Consultant
Ultimate customers
Users, Recipient of service
Main Concer
n
Company should know who are customer
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Data collection methods Individual interviews
Emailed survey
Use existing information
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TERI-Water Resources Division Date:__/__/2011 NGRBA Social Impact Assessment Interviewer:__________________ Site: Kanpur District-I Project: New Sewer Lines
Interviewee:________________________ Location: Residebtial____Public Place_______ For PP: Park______Office____Market__School____Store______Religious place____ Classification: Resident______Shop Keeper___Street Vendor_____Office worker____School_______Pedistrian___Religious figure_____Other •Do you have sewer linkages? How does having/not having sewer access affect you? •Are you aware that this project will be constructed? •What do you think will be the consequences of the construction this project on the following:
1.Traffic blockages? 2.Parking? 3.Aesthetic value of neighbourhood 4.Health 5.Access to river water source 6.Noise? 7.Pollution? Dust, air quality, leakages
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‘‘What’’ sectionScope• Provide sewage treatment facilities for the additional flows• Provide sewage treatment facilities for the new effluent standard
Budget• Order of capital cost ,$650 million• Annual operating and maintenance costs ,$25 million
Delivery Schedule• Project completes before end of 2004
Land• Best to locate within premise of existing STW-A• Minimize or no additional land required
Safety and Technical• Design for population forecast in 2011 plus 30% reserve capacity
Regulatory and Environmental• Control and minimize environmental nuisances
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Prioritizing each WHATS
Rate each WHATs
Completed by customerEg. 1(least important) to 5(utmost important) rating
2. Customer Importance Rating
Affinity diagram
User survey(Mean score)
AHP
Method
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AHP Procedure– – Build the priority
Very similar to hierarchical value structure Goal on top (Fundamental Objective) Decompose into sub-goals(Means objectives) Further decomposition as necessary Identify criteria(attributes)to measure achievement of goals (attributes
and objectives) Alternatives added to bottom
Different from decision tree Alternatives show up in decision nodes Alternatives affected by uncertain events Alternatives connected to all criteria
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Criteria Exp. Fin. Stab.
Rep. Org. Sk.
Experience 1 1/2 1/4 1/7
Financial Stability 2 1 1/2 1/5
Reputation 4 2 1 1/3
Organisational Skills 7 5 3 1
Σ 14.000 8.500 4.750 1.676. Exp. Fin.
Stab.Rep. Org. Sk. Priority
VectorExperience 0.071 0.059 0.053 0.085 0.067Financial Stability
0.143 0.118 0.105 0.119 0.121
Reputation 0.286 0.235 0.211 0.199 0.233Organisational Skills
0.500 0.588 0.632 0.597 0.579
Σ = 1.000
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‘‘What’’ sectionImportance
rate RemarksScope• Provide sewage treatment facilities for
the additional flows• Provide sewage treatment facilities for
the new effluent standard
5 Basic objective of utmost importance
5
Budget• Order of capital cost ,$650 million• Annual operating and maintenance
costs ,$25 million
4Rough estimate only, subject to refinement
3 Old data of operation cost may be exceeded due to stringent requirements
Delivery Schedule• Project completes before end of 2004 3
Tolerable if project is partially operative by end of 2004
Land• Best to locate within premise of existing
STW-A• Minimize or no additional land required
3Subject to technical viability
3
Safety and Technical• Design for population forecast in 2011
plus 30% reserve capacity 4Reserve capacity of slightly less than 30% is still tolerable
Regulatory and Environmental• Control and minimize environmental
nuisances
2 Less important because project involves less nuisance in nature, especially if sited within the existing sewage treatment facility
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Identify competitor’s To Sustain in market
This kind of information can be obtained by asking the customers to rate the relative performance of the company and its competitors on each WHAT and then to aggregate the customers’ ratings. Useful ways of conducting this kind of comparison analysis are also via mailed surveys and individual interviews.
3&4. Customer Market EvaluationWhats vs. Whys
Method
Planning
Matrix
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Current satisfaction performance: How well does the team’s current most similar product or service offering meet customers’ need? (from market research)
Competitive satisfaction performance: How well does the competition’s current most similar product or service offering meet customers’ need? (from market research)
Company goal: How well does the team want to meet customers’ needs for the product or service being planned? (team’s determination)
Sales point: To what extent could meeting-a-need-well used as a sales point? (team’s determination)
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Histogram
0
2
4
6
8
10
12
14
0 1 2 3 4 5
Freq
uenc
y
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I = Where, I=Improvement ratio
G= Goals set by companyCP= Current performance level of company
W = G x CPWhere, W = Weight
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NW = Where, NW = Normalised (Relative) weight
Ʃ=Sum of Weights of Whats
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Voice of the Engineers or Designers (“hows”). Interpretations of "whats" in terms of technical specifications or design requirements (designers’ language)actionable (quantifiable or measurable)
5. Technical Response
s(Hows)
Method
Tree DiagramCause and
Effect diagram
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Cause-and-Effect Diagram : Paint Peeling
House Paint Peeling
EFFECT
Material Work Method
Equipment Environment
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Tree Diagram
To find out root cause of customer problems for developing technical response
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‘‘How’’ section ~engineering solution!Movement of target
valueScope1. Provide new units for additional flows2. Modify existing facilities for additional flows3. Modify existing facilities for new effluent standard
No improvementin performance
Budget and Cost1. New facilities would cost about $130 million2. Upgrade existing facilities would cost about$210 million3.Modification for new effluent standard costabout $120 million4.Environmental mitigation cost about $5 million5. 5.Allow $45 million ~10% of total cost! as project contingencies6. Recurrent and operating cost estimate as $18 million
Less costthe better
Schedule1. Complete study ~PPFS! by late 19982. Complete project by mid-2004
Earlier the better
Land1. To site project within existing STW2. Use adjacent landfill site if additional land required
No improvementin performance
Safety and Technical1. Design for population5282,8002. Add 30% reserved capacity More the better
Less the better3. New bacteria removal requirement4. New ammonia removal requirement
Regulatory and environmental1. Environmental mitigation measures
More stringent the better
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The relationship between a HOW and a WHAT is usually determined by analyzing to what extent the HOW could technically relate to and influence the WHAT. point scale is normally adoptedEg. 9-very strong, 6-moderate, 3-weak, blank- no relationshipWhich things do we have to do satisfy client’s requirements?
6. Relationship MatrixWhats vs.
Hows”
M e th
od
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chni
cal
resp
onse
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Interaction between technical responsesDevelopment team assessmentFour point scale: strong positive, positive, negative, strong negativeTrade off between relations(specially –ve)Strong positive relations are studied to avoid duplication
7. Technical Correlation
(Hows vs. Hows)
AHP
Method
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The computed rank ordering of the technical responses, based on the rank ordering of customer wants and needs from the relationships in Section D.
Comparative information on the competition’s technical performance
Technical performance targets
Technical MatrixHow
muchsMethod
MatrixData
Analysis
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Technical importance (i) = importance rate (i) x Correlation (i)
Relative importance (i)= 5 is maximum importance rateORRelative importance (i)=
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HOQ: level2
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References Use of Quality Function Deployment in Civil Engineering
Capital Project PlanningSyed M. Ahmed, M.ASCE1; Li Pui Sang2; and Zˇ eljko M. Torbica, M.ASCE3
Strategic use of quality function deployment (QFD) in theconstruction industryIrem Dikmen , M. Talat Birgonul, Semiha Kiziltas
ChanWu_QualityFunctionDeployment
Hauser_et_al QFD
An analysis of causes of disputes in the construction industry usinganalytical network processEmre Cakmak a, Pinar Irlayici Cakmak b*
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