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    MANUFACTURING AND OPERATIONS MANAGEMENT NOTES

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    Contents

    1. Introduction to Operations Management

    Nature, Scope, Importance and Functions

    Evolution from manufacturing to operations management Evolution of the factory system

    manufacturing systems Quality mass customization

    (Contribution of Henry Ford, Deming, Cross by, Taguchi)

    2. Types of industries Variety of Business Integration of Manufacturing and services scale

    of operations. Methods of Manufacturing Project/ Jobbing, Batch Production, Flow/

    continuous production, Process production, Characteristics of each method

    3. Facilities Location and Layout Strategic importance factors affecting location and layout

    Installation of facilities Single location, multi-location decisions, Principles and types of

    facilities layout.

    4. Importance and functions of Production Planning and control - Introduction to PERT/ CPM

    Network crashing (Numerical expected for PERT/ CPM)

    5. Maintenance Management Importance and Types of maintenance Maintenance planning

    Spare parts Management Concept of TPM

    6. Inspection Cent percent inspection, Sample inspection, Operation characteristics Curves,

    statistical Quality control Construction and Interpretations of Control charts (X-R), n, p, c,

    np). Introduction to six sigma, (Numerical expected for control charts). Gap analysis for service

    quality assessment.

    7. Productivity Work Study Objectives, Scope and Uses Methods study Flow process

    chart, Flow diagram and Process mapping Work Measurement Elements Performance

    Rating Allowances Standard Time Synthetic Time standards Work sampling (Numerical

    expected for standard Time)

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    IntroductionThe production (or manufacturing) management since long has been associated with a factory

    situation where goods are produced in physical sense.

    Definition of a FactoryFactory is defined as as any premises in which persons are employed for the purpose of making,

    altering, repairing, finishing, cleaning, washing, breaking, demolishing or adopting for sale, any

    article. The above definition restricts the scope of production function.

    Production is the process by which goods and services are produced

    The essential feature of a production function is to bring together people, machines and materials

    to provide goods and services thereby satisfying the wants of people. Since both manufacturing

    and service organizations involve above mentioned features, the term production management is

    gradually being replaced by Operations Management.

    Operations Concept of ProductionThe concept of operations instead of production includes both manufacturing as well as

    service organizations. All operations add value to the objectives and thereby enhance their

    usefulness. An operation may be defined as the process of changing inputs into outputs thereby

    adding value to some entity. This can be done in following ways:

    Alteration: It refers to the change in form or state of inputs

    Transportation: It refers to the movement of the entity from one place to another.

    Storage: It refers to the process of keeping an entity in a protected environment for some period

    of time. Inspection: It is the verification of entity for its properties.

    Production as the Conversion processSince production is the process of changing inputs into outputs, every organization has the

    conversion system which can be shown as follows

    Fig: A Conceptual model of a production (operations) System

    The inputs in above system are raw materials, parts, consumable, energy, engineering details,

    production schedules, information technology, capital or management and outputs are the

    produced goods, transported goods, delivered messages, and serviced customers.

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    Productivity of Conversion ProcessEffectiveness of production (or operations) management may be viewed as the efficiency with

    which inputs are converted into outputs. This conversion efficiency can be gauged by the ratio of

    the output to the input and is known as productivity of the system.

    Productivity = Output

    Inputs

    Productivity = _______ Goods and Services___________________

    Capital, Manpower, Material, Machines, Land and Building

    The higher the productivity of production system, more efficient the production function.Another way of looking at the concept of productivity is to look at the amount of waste

    generated in the system.

    Productivity of the system can be improved by minimizing/ eliminating the waste occurring in

    the system.

    Objectives of Production (or operations) managementEffectiveness: Producing the right kind of goods and services that satisfy customers needs.

    Efficiency: Maximizing output of goods and services with minimum resource inputs.

    Quality: Ensuring that good & services produced conform to pre-set quality specifications.Lead Time: Minimize delays, waiting time and idle time in the conversion process.

    Capacity Utilization: Maximum utilization of manpower, machines etc.

    Cost: Minimizing cost of producing goods or rendering a service.

    The above mentioned six important objectives are to be achieved to increase the productivity &

    ultimately the profit for the organization.

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    Components of production (or operations) functionProduction (or operations) management is essentially planning, organizing and controlling of

    production function. Management of production (or operations) can be described in terms of

    fourteen components as under:

    Production/ Operations as a Co-ordination functionProduction plays a vital role in coordinating efforts with three other major functions of an

    organization, namely Marketing, Finance and Personnel.

    Sales department prepares a forecast which includes products and quantities to be sold, price of

    each product, profit margin etc. Production departments analyses the forecast in terms of

    manufacturing capacities, inventory, sub controlling and subcontracting etc. and then they

    modify/accept the forecast. Finance department next analyses the modified or accepted forecast

    in terms of corporate objectives, profitability, investment etc. Production department then

    finalizes the manpower plan with personnel department. Personnel department will arrangerecruitment and Training if required. Proper co-ordination between production and personnel

    department thus ensures that adequate skills to meet finalized forecast (sales) are made available.

    Production department also discuss investment plans regarding material, machines etc with

    finance dept. to meet the required target production. Finance dept. if required will arrange funds

    from most economical sources. Production also coordinates with purchase dept. who takes

    procurement action for materials required for production.

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    Manufacturing systemsA typical production system comprises of three main components i.e. inputs, transformation

    process and outputs.

    1) Inputs are men, materials, machines, instructions, drawings, paper work etc.2) The transformation process involves operations, mechanical or chemical to change/ convert

    inputs into outputs. It also includes activities that assist conversions. They are as follows:

    1. Planning and control of factors of production2. Procurement of materials3. Receipt, storage and issue of materials4. Material handling5. Inspection of in-process and parts6. Assembly and testing of products7. Storage of finished goods8. Authorization, retrieval etc3) Outputs are goods and services (e.g. Products, parts, paper work, served customer etc.)

    The combination of operations and activities stated above, employed to create goods and services

    is known as manufacturing system, (or method). A manufacturing system is an independent

    group of sub-systems, each sub-system performing a distinct function. These systems are inter-

    related and require to be unified to achieve overall objectives of the organization. Manufacturing

    system needs to interact with both internal and external environment. The internal environment is

    the combination of engineering, marketing, personnel and accounts activities whereas external

    environment comprises of customers, competitors, suppliers, labor unions etc. The selection of

    the manufacturing system is a strategic decision because changes in later stage are veryexpensive to make. The system selected should be such that it can give the desired output,

    required quality and is to be cost effective.

    Factors influencing choice of manufacturing system

    There is no best manufacturing system for any product. The manufacturing system which is

    selected must meet two basic objectives namely:

    1. It must able to meet the specifications of the final product and2. It must be cost effectiveVarious factors which determine the choice of the manufacturing system are as follows:

    a) Effect of Volume/ varietyWhen there are many products in one or few numbers to be produced (i.e. high product variety)

    it requires highly skilled labor, general purpose machines, detailed and sophisticated production

    planning and control systems. On the other hand when one or few products to be produced in

    large volumes (i.e. low product variety) it enables the use of low skilled labor, highly automated

    mass production processes using special purpose machines and simple production planning and

    control system.

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    b) Capacity of the plant

    Whether the firm should use intermittent or continuous process will depend upon the projected

    sales volume. Fixed costs are high for continuous process and variable costs are high for

    intermittent process. Intermittent process will be cheaper to install and operate at low volumes

    (small capacity) and continuous process will be economical to use at high volumes. (Large

    capacity)

    c) Flexibility

    Flexibility implies the ability of the company to satisfy varied customers requirements.

    Flexibility and product variety are inter-related. It requires high inventory, large manufacturing

    lead times and sophisticated planning and control.

    d) Lead Time

    Lead time means delivery lead time expected by the customers. It is major influencing factor in acompetitive market. As a general rule, faster deliveries are expected in a competitive market.

    e) Efficiency

    Efficiency measures the speed and the cost of the manufacturing system. Depending upon the

    sales volume, product variety will have to be considered and the process has to be selected which

    will give the best efficiency in terms of machines and manpower utilization.

    f) Environment

    Environment brings in new technologies and forces for the adoption of new process of

    manufacturing. Similarly as market preferences change due to fashions or other reasons, themanufacturing system has to be changes accordingly.

    Classification (Methods) of Manufacturing System

    Manufacturing systems can basically be classifies into five groups:

    1] Project Production: Here a single assignment of complex nature is undertaken for

    completion within the given period and within the estimated expenditure.

    2] Jobbing Production: In this one or few units of a product are produced as per the customers

    requirement within the given date and price as per the contract.3] Batch Production: Where limited quantity of each types of product is manufactured at a time.

    4] Mass and flow production: In this system a single or number of machines are arranged

    according to the sequence of operations and several number of products are manufactured at a

    time and stock in warehouse awaiting sales.

    5] Process Production: In this production run is conducted for an infinite period.

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    Characteristics of Manufacturing System methods

    A] Characteristics of Project Production

    a) Definite beginning and definite endb) Non-uniform requirement of sourcesc) Involvement of different agenciesd) Fixed position assembly types of layoute) Over running of project will affect and increase the costf) Personal problemsg) Great importance to scheduling and controlB] Characteristics of Jobbing Production

    a) Small production runsb) Discontinuous flows of materialsc) Disproportionate manufacturing cycle timed) General purpose machines and process layoute) Highly skilled labor requirementf) Highly competent knowledgeable supervision requiredg) Large work in progressh) Limited functions of production planning and control

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    C] Characteristics of Jobbing Production

    a) Short production runsb) Skilled labor in specific tradesc) Supervisor to possess knowledge of a specific processd) Limited span of controle) General purpose machines and process type of layoutf) Manual materials handlingg) Large work in progressh) Flexibility of production schedulesi) Need to have production planning and controlD] Characteristics of Mass and Flow Production

    a) Continuous flow of materialsb)

    Special purpose machines and product type layout

    c) Mechanized materials handlingd) Low skilled labore) Short manufacturing cycle timef) Easy supervisiong) Limited work in-progressh) Less flexibility in production schedulesE] Characteristics of Process Production

    a) Special purpose machines with built-in-controlsb) Highly mechanized materials handlingc) Virtually zero manufacturing cycle timed) Low skilled labore) Supervisor to be process specialistf) Negligible work-in-progressg) Limited production planning and control functions

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    Introduction of Facilities Location and LayoutPlant location decisions concern both manufacturing and assembly units as well as service

    organizations. Ideal plant location is important for business activities both in manufacturing and

    service category. Plant location decisions are strategic, long term & non-repetitive. This is

    because:a) Poor location of the plant can be constant source of higher cost, difficult marketing and

    transportation, dissatisfaction of employees and customers, frequent disturbance in production,

    substandard quality, competitive disadvantage etc.

    b) The investment in land and buildings is quite large in case of bigger firms and hence

    economics of the locations needs to be evaluated carefully for fair returns on such investment.

    Location decisions of large projects like fertilizers, cements, sugar, steel, thermal projects etc.

    involve economists, geographers, town planners, marketing experts, accountants, politicians,

    ecologists etc. Location decisions generally arise when:

    A new manufacturing (or servicing) unit is to be set up

    Existing plant operations are difficult to expandEstablishment of additional facilities in new territories because of growth of the business

    Emergence of new social (chronic labor problem) political (political instability) problems or

    economic conditions which suggest a change in the location of the existing plant.

    E.g. Tata Nano plant; New plant requirement for new product developed according to new

    technological environment. Changes by Government in Industrial policy which will not permit

    expansion of existing plant

    Factors affecting location

    Plant location factors in general may be grouped under three heads which are as follows:

    i. Regional factors (General territory selection)ii. Community factors (Community selection)

    iii. Site factors (Site selection)i] Regional factors

    It will decide the overall area (or region) within the country. It includes proximity to markets,

    proximity to sources of raw materials, availability of utilities, transport facilities, climatic

    conditions, industrial and taxation laws etc.

    ii] Community factorsIt influences selection of the plant location within the region. Such factors are, availability of

    labor, industrial and labor attitudes, social structure, service facilities etc.

    iii] Site factors

    It is favorable specific site within the community. Such factors are, availability and cost of the

    land, suitability of the land, waste disposal etc.

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    Fig: Factors influencing three phases of plant location

    Location factor

    Phase of the study

    Territory

    Selection

    Community

    Selection

    Site

    Selection

    1 Proximity to Markets *

    2 Proximity to Raw Materials *

    3 Infrastructural Facilities * *

    4 Transportation Facilities * *

    5 Labor and Wages * *

    6 Legislation and taxation * *

    7 Climatic condition * *

    8 Ind & Labor attitude * *9 Safety Requirements * *

    10 Community attitudes *

    11 Supporting industries and services *

    12 Community attitudes *

    13 Waste Disposal * *

    14 Availability & Cost of the land * *

    15 Suitability of the land * *

    Let us discuss these location factors one by one:

    1. Proximity to Markets

    Every company is in business to market and it can survive only if their product reaches the

    consumers on time and at the competitive price.

    Location the plant nearer to the market is preferred. If the product is to be exported, location near

    ports is desirable. It will reduce the transportation cost; shipment cost etc.

    2. Proximity to source of Raw Materials

    Since raw materials usually constitute 50 to 60 percent of the total product cost, it is important

    that the firm gets its requirements of raw materials at the right time and at the reasonable pricefor which the plant must be located nearby to the sources of required raw materials units.

    If the raw materials come from a variety of locations, the plant may be situated so as to minimize

    total transportation costs.

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    3. Infrastructural facilities

    It considers availability of utilities like power, water, disposal of waste etc.

    4. Transportation Facilities

    Transportation cost to value added is a key determinant of the plant location. It includes average

    distance and medium of transport i.e. Rail, Road or sea and air.

    5. Labor and Wages:

    Plant location should be such that required labor is easily available in the neighborhood.

    Importing labor from outside is usually costly and it causes a lot of administrative problems.

    Prevailing wage pattern, living costs and industrial relations are other factors to be taken into

    account.

    6. Legislation and TaxationThe policies of the State Govt. and Local bodies relating to issue of licenses, building codes,

    labor laws etc. are the factors in selecting or rejecting a particular community/ site.

    In order to balance economic growth, both central and state Govt. offer a package of incentives

    for setting up industries in particular locations.

    Exemptions from excise duty, sales tax and octroi, soft loans, subsidy in electricity charges etc.

    are some of the incentives offered by Govt. It will affect in minimizing the product cost.

    7. Climate conditions

    It is an important factor for textile mills which requires high humidity.

    8. Industrial and Labor attitudes

    Community attitudes towards supporting hostile trade union activities are an important factor.

    Frequent labor problems and interruptions are harmful to the plant in the long run. Political

    situation in the state and attitude of Govt. towards labor activities also influences selection of the

    site for the plant.

    9. Safety requirements

    It is important for certain industries like

    1. Nuclear power plants2. Explosive factories3. Location near to border areas is undesirable for such industries.10. Community facilities (Social infrastructure)

    It includes accommodation, education, medical, entertainment and transport facilities. It also

    includes communication facilities.

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    11. Community Attitudes

    Community attitudes towards work (people are hardworking or not) as well as their attitudes

    towards the incoming entrepreneurs (helpful, cooperative or not) can make or break the industry

    in that particular location.

    12. Supporting Industries and Services

    Service needed by the firm as well as supporting industries to that firm should be as nearer as

    possible for saving the time and cost.

    13. Suitability of the land

    Site selection should also take into account topography and soil structure of the land.

    14. Availability and cost of the land:

    Site/ Plot size must be large enough to accommodate present required facilities, parking andaccess facilities and space for further expansion.

    15. Waste Disposal

    Proper infrastructure is to be created for the disposal of waste otherwise it will create the

    problems like pollution of air, water etc.

    Facilities (Plant) LayoutIntroduction

    Plant layout is the disposition of the various facilities and services of the plant within the areas of

    the site selected. Plant layout this involves determination of space requirement for the facilities

    and arranging them in a manner that ensures steady flow of production with minimum overall

    cost.

    Plant layout is the placing of right equipment, coupled with right method, in the right place to

    permit the processing of the product in the most effective manner through the shortest possible

    distance and through the shortest possible time.

    Plant layout decisions are strategic decisions. A good layout results in comforts, convenience,

    appearance, safety, efficiency and profits. A poor layout causes dispersion of material flow,

    unnecessary material handling, more scrap and rework, high output time, wasted movements,

    frustration and inefficiency.

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    Principles of a Good layoutThere are certain criteria which can be used to judge whether layout is good or not. These are as

    follows:

    a) Overall integration of factorsA good layout is one that integrates men, materials, machines, supporting activities and other in a

    way that the best compromise is obtained.

    b) Minimum Movement

    A good layout is one that permits the minimum movement between the operations.

    c) Uni-directional flow

    A good layout is one that makes the materials to move only in the forward direction, towards

    stage of completion, without any backtracking.

    d) Effective use of available space

    In good layout available space is effectively used either in horizontal or vertical position.

    e) Maximum Visibility

    Men, machines and materials are readily observable at all time in good layout.

    f) Maximum accessibility

    A good layout is one that makes all servicing and maintenance points readily accessible.

    g) Minimum Handling

    A good layout is one that reduces the materials handling activity to its minimum.

    h) Inherent Safety

    A good layout is always safe for workmen to work in all respect.

    i) Safe and improved environments

    Work centers and areas around them always satisfying the workmen.j) Maximum Flexibility

    A good layout is one that can be altered later if required, without much cost.

    k) Maximum Security

    A good layout safeguards the plant and machinery against fire, theft etc.

    Types of layout

    Layouts are basically of three types:

    a) Process or functional layoutb) Product or line layoutc) Project or fixed position layout

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    Process or Functional LayoutProcess layout also called layout by function is generally associated with batch production.

    In this the factory is divided into process units (or departmental) and within these process units

    (or departments) and within these process units (or departments) all similar facilities are groupedtogether.

    E.g. Presses are kept at one place, milling machines are placed at another place, and drilling

    machines are kept at third place, and so on. It is shown in following figure.

    This type of layout is suitable when,

    1) The products are non-standard and their quantities are small.2) There is a wide variation in the processing times of individual operations.Advantages of Process Layout

    1. Lower capital investment since general purpose and less number of machines required2. Higher utilization of available equipment3. Greater flexibility of equipments and workers4. Workers attain greater skills since they have to attend to one type of machine and operations5. Imbalance of work in one section does not affect the working of the other section6. Variety of the jobs makes the work interesting to the workmen

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    Disadvantages

    1. For the given volume of production, space requirements are higher in this type of layout2. Materials handling can not be mechanized which adds to extra cost3. Work in process inventory is higher since jobs have to queue up for each operation4. Routing and scheduling is difficult5. Inspection required after each operation. This causes delays in production time6. Setup costs are high because of frequent changes of jobs

    Product or Line LayoutProduct layout is also called layout by sequence. The layout of plant, shape and size of its

    buildings, location of services, stores, material handling equipments etc. are in such a way that

    materials flows unidirectional and at the steady rate. Special purpose machinery and equipment

    with built in-controls to measure output and input are employed. The equipment, if necessary, is

    duplicated to avoid backtracking. In these type materials always flows in the forward direction

    towards stage of completion.

    This type of layout is suitable when:

    1. Products are standard and to be produced in large quantity2. Products have always reasonably stable demand3. Processing times of each operation is more or less equal; E.g. Automobiles, T.V sets, food

    processers, radios, transformers, cement, steel etc. (i.e. for single products)

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    Advantages of product Layout

    1. Manufacturing cycle is small which reduces work in progress2. Material handling is minimum (or automatic)3. Space required is small4. Work is simplified by breaking into elemental tasks which are mechanized wherever

    possible. Hence labor costs are minimized

    5. Quality control is easy to exercise and more effective6. Delivery commitments are reliable7. Materials requirements can be scheduled easily and more accuratelyDisadvantages

    1. The changes in the products necessitate the change in the layout of machinery2. All machines may not be used to their full capacity3.

    Manufacturing cost depends upon volume of production

    4. Breakdown of any machine will stop the further process till it gets required5. Expansion of capacity is not possibleProject or Fixed Position LayoutProject type of industries such as manufacturers of airplanes, ships, large turbines, heavy

    machinery, pressure vessels etc. has this type of layout.

    Heavy materials, components, sub-assemblies, under this layout remain fixed at one place.

    Men, machines and other tools are brought to the project location to complete the job

    This type of layout is suitable when,

    1] One or few pieces of an identical product are to be manufactured

    2] The cost of transportation of heavy machinery and parts is very high

    Combination Layout (Mixed Layout)A mixed layout is the combination of process and product layout. It is generally used when,

    1. Product contains lot many components and parts2. Product requires to be produced in different types and sizesIn this type of layout, the parts are produced on facilities arranged in a process type of layout and

    then they are assembled using the product type of layout.

    Another concept of mixed layout is called cellular layout in which the facilities are clubbedtogether into cells to utilize the concepts, principles and approaches of group technology.

    In cellular layout, the facilitates are grouped into cells which are able to perform similar type of

    operations for a group of components.

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    Production Planning and control

    Production is defined as transforming inputs into outputs in the form of goods and services

    required by society. Planning contains a series of activities that are interrelated and co-ordinate

    such as materials planning; process planning, scheduling etc. and which are designed to carry out

    manufacturing efforts systematically. Control is nothing but the overall control on the

    manufacturing process right from inputs to outputs.

    Definition:

    According to Gordon Production planning & control involves generally the organization &

    planning of the manufacturing process. Specifically it consists of planning of routing,

    scheduling, dispatching & inspection coordination & control of materials, methods, machines,

    tooling & operating times. Thus planning is forward thinking while control is a mechanism forexecution. Planning & control are the two important wheels of the management process.

    Objectives of Production Planning & Control

    The main objectives of PPC are as follows:

    1. To attain maximum utilization of resources2. To produce quality products3. To minimize manufacturing cycle time4. To maintain optimum inventory levels5. To achieve co-ordination between labor, machine & other supporting departments6. To maintain flexibility in operations7. To achieve cost reduction & cost control8. To prepare & maintain the production schedules9. To achieve organizational goals at minimum costFunctions/ Scope of production planning & Control

    Production planning & control covers the following activities

    1. Procurement of raw materials, components & spare parts in right quantities at right time fromright source at right prices

    2. Selecting best methods of processing & finding out the best sequence of operations3. To determine the nature & magnitude of the output in consultation with marketing

    department

    4. To plan the layout of operations where different operations are to be performed5. To prepare & maintain time schedule6. To ensure continuous inspection over products produced7. To impose controls over costs & to get work done according to the plan

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    Importance of Production Planning & Control

    Production planning & control is heart of the production/ operations management function

    because of several reasons.

    a) It coordinates all phases of the production & operating system

    b) An efficient system o production planning & control results into better quality, optimum

    utilization of resources, lower level of inventories, reduction in production cycle time, faster

    delivery, more efficient customer service, lower cost of production, lower capital investment etc.

    c) It also results into higher production, economy in production, quality of goods & services,

    timely delivery etc.

    d) It also results into higher sales, more profits, increase in market share, increase in competitive

    advantage etc.e) Because of systematic planning & control, machinery breakdown are minimized, maintenance

    is improved, excess capacity & idle time is minimized.

    f) It contributes significantly increasing the Goodwill & image of the organization.

    Thus production planning & control are not only complementary to each other but they are so

    interrelated that they can be treated as one function. A number of scientific tools are available for

    planning but incase of huge projects, the planning of projects is best performed through a well-

    known techniques like program Evaluation & Review Techniques (PERT) & Critical Path

    Method (CPM).

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    PERT/ CPMProgram Evaluation & Review Techniques (PERT) & Critical Path Method (CPM) are the

    network techniques, which are widely used in management of very large projects.

    These techniques are useful in planning, scheduling & executing large but time bound projects.PERT was developed in 1950s by US Navy for scheduling the research & development work

    for the Polaris missiles program whose activities were full of uncertainty.

    In 1957 CPM techniques was developed by J. E. Kelly of Remington Raud & M. R. Walker of

    Dupont. Now the applications of PERT & CPM are overlapping are both are used in a single

    technique.

    Similarities of PERT & CPM

    1. Basic approach of PERT & CPM is the same2. Both belong to Network Analysis3. All the activities & tasks are defined in the project4. Relationship among the activities is developed to decide which activities must proceed &

    follow others

    5. Network is drawn connecting all the activities6. Time & cost estimates are assigned for each activity7. The longest path is called the critical path & is computed through the network8. Network is used for planning, scheduling, controlling & monitoring the projectImportance of PERT & CPM to Management

    Every project manager is interested in completing the projects in time with minimum costs. Soan attempt is made to schedule the project properly to save it from delays & higher costs.

    Hence timely completion of the projects through proper planning & scheduling is essential. This

    can be achieved by the use of PERT & CPM is due to their following advantages:

    1. During the planning phase all the activities & events are taken into consideration & scientificapproach is developed to complete the project in time without facing any crisis in scheduling

    2. These techniques concentrate on the technological relations between different activities,which enable the project managers to complete the project systematically in scheduled time

    3. These techniques help in selecting a plan that minimizes total cost & time required for theproject

    4. Responsibilities are clear for everyone to complete the project in time5. These techniques enable the managers to revise the plan the suit the changes in the

    environment

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    Illustration

    The characteristics of a project schedule are given in table. On the basis of this information:

    1. Construct a network2. Find the critical path

    Solution:1. Network for given data:2.

    3. Critical PathNow there can be three paths to complete the activity from 1 to 10

    1> 2 > 4 > 9 >10 = 17 days

    1> 3 > 5 > 7> 8 >10 = 22 days

    1> 3 > 5 > 6 > 8 >10 = 17 days

    Since critical path is the longest path it is:

    1> 3 > 5 > 7> 8 >10 = 22 days

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    PERT concept of multiple times

    This concept of three times estimate was evolved to reduce the extent of uncertainty

    1) Optimistic Time This indicates the minimum time an activity can take if everything goes

    smoothly without any interruptions. It is represented by a

    2) Pessimistic time This indicates the minimum time an activity can take if everything goes

    wrong. It is denoted by b.

    3) Most likely time This indicates the time an activity can take most often is it is repeated again

    and again under the same conditions. It is represented by m

    Three time estimates are not directly entered into the network. They are transformed into an

    expected time (t e), using the statistical relation given below:

    te = a + 4m + b

    6

    Critical path in a big Network

    In a small network, it is simple process to identify the critical path by tracking and comparing all

    the paths in network. As the number of activities increases, it becomes very difficult and time

    consuming to find the critical. Therefore, in large networks, a more systematic procedure is

    needed to determine the critical path.

    The most commonly used method employs two sets of calculations:

    1)

    Forward pass computation2) Backward pass computation

    The forward pass computation begins from the start event and moves towards the end event of

    the project network. It determined the earliest expected time for each event, called earliest

    expected time for each event, called earliest time (TE).

    The backward pass computation begins from the end event and moves backward to the start

    event of the project network. It determines the latest allowable time for each event called latest

    event time (TL). This can be recorded as shown in the following diagram:

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    Let us consider the following network to show both forward and backward pass computation

    Forward pass computation (earliest event times)

    The following basic rules govern the computations of the earliest event times

    1) The first activity of the project can be started as soon as the project is undertaken which

    implies that the earliest event time of the initial event (first event) is zero. That is TE1 = 0

    2) Each activity of the network starts as soon as the activities preceding to it are completed. Itimplies that the earliest event time of a plain event equals (TE) of the preceding event plus

    duration of activity emanating from the preceding event.

    i.e.TEj = TEi + tij

    where

    TEj = the earliest event time of event j

    TEi = the earliest event time of event preceding to event j

    TEj = duration of the activity from event i to j

    3) The earliest event time TE of a merge event equals largest of the sum of TE of the preceding

    event plus duration of the activity emanating from the preceding event.

    By applying these rules to our network we will get,

    TE1 = 0 (starting event set at zero)

    TE2 = TE1 + t12 = 0 + 7 = 7

    TE3 = TE2 + t23 = 7 + 7 = 17

    TE4 = TE3 + t34 = 14 + 2 = 16

    TE5 = TE3 + t35 = 14 + 7 = 21

    TE6 = TE4 + t46 = 16 + 4 = 20

    TE7 = Max [TE3 + t37, TE5 + t37, TE6 + t67]

    = Max [ 14 + 5, 21 + 7, 20 + 7 ]

    = Max [19, 28, 27]Therefore TE7 = 28

    TE8 = TE7 + t78 = 28 + 2 = 30

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    This can be shown as follows

    Backward pass Computation (Latest allowable event times)

    Latest event time (TL) represents the latest occurrence time of the event. The following simple

    rules govern the computation of the latest event times.

    1) Latest event time of the end event equals the earliest event time otherwise the projectduration will be affected.

    2) The latest event time of a plain event equals latest event time of the succeeding (head) eventless duration of the activity coverging on the head event.

    This is ,

    TLi = TLj tij

    Where,

    TLi = the latest allowable time of the event i

    TLj = the latest allowable time of the event j towards which the activity (i, j) is headed

    Tij = the latest allowable time of the event i to event j.3) The latest event time of a burst event equals the smallest of the difference between the

    latest event time of the head event less duration of the activity converging on the head

    event.

    That is,

    TLi = Min (TLij tij)

    For the sample network it can be calculated as follows:

    1) Latest event time of the event 8 (TL8) = Earliest event time since it is the end event (TE8)2) TL7 = TL8 t78 = 30 2 = 28

    TL6 = TL7 t67 = 28 7 = 21TL5 = TL7 t57 = 28 7 = 21

    TL4 = TL6 t46 = 21 4 = 17

    TL3 = Min (TL4 t34, TL7 t37, TL5 t35)

    = Min (17 2, 28 5, 21 7)

    = Min (15, 23, 14)

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    Therefore TL3 = 14

    TL2 = TL3 t23 = 14 7 = 7

    TL1 = TL2 t12 = 7 7 = 0

    This can be shown as follows

    Fig: Latest event time of the eve

    Analysis of activity durations

    1) Earliest starting date (ES) T

    (TE) of the tail event

    Symbolically ESij = TEj

    2) Earliest finishing date It equ

    emanating from the tail event

    EFij = ESij + tij

    3) Latest finishing date It is th

    LFij = TLj

    4) Latest starting date It is the

    LSij = LFij tij

    Identify Critical Path based on c

    Once the activity durations have

    comparing the earliest finish tiwhose earliest finish times and l

    ONS MANAGEMENT NOTES

    Page 24

    ts

    ased on computations

    he earliest start time of an activity equals earlies

    als the earliest starting time plus duration of the

    latest event time of the head event

    atest finishing time minus activity duration

    mputations:

    been worked out, the critical path can be identi

    es and Latest finish times of the activities.test finish times are equal will constitute the cri

    t event time

    activity

    ied by

    learly activitiestical path.

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    Activity Float Analysis

    Introduction

    Float is an important concept in project planning. It will help planner as follows

    1. In deciding priorities in allocation of resources2. It helps in transfer of resources from less pressing areas to more pressing areas3. It will minimize the requirements of resources4. It prevent peaks and valleys in requirements of resourceFloat of an activity represents the excess of available time over its duration

    Types of floats

    Float is mainly of three types

    a) Total float

    b) Free floatc) Independent float

    All activities lying on the non-critical paths have total float and some of them may also have free

    float

    a) Total float (Ft)

    Total float signifies the maximum delay that can be permitted in the completion of the activity

    without affecting the project completion.

    It can be interpreted in two ways

    The maximum time available to delay the commencement of an activity

    The maximum expansion in the duration of the activity

    Total Float = (Latest occurrence time) (Earliest occurrence time) (Duration of the activity)of the succeeding event of the preceding event

    Ft = TLj Tei tij

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    b) Free float (Ff)

    Free float is the amount of time an activity can be delayed without affecting the commencement

    of a succeeding activity at its earliest start time but may affect the float of previous activity.

    Free float results when all preceding activities occur at the earliest event times and all succeeding

    activities also occur at the earliest event times.

    Therefore,

    Free Float = (Earliest occurrence time) (Earliest occurrence time) (Duration of the activity)of the succeeding event of the preceding event

    Ff = TEj Tei - tij

    c) Independent Float (Fi)

    Sometimes, it may be desirable to know what spare time is present in an activity if it is started as

    late as possible and finished as early as possible. This characteristic is known as independent

    float

    Independent = (Earliest occurrence time) (Latest occurrence time) (Duration of the activity)Float of the succeeding event of the preceding event

    Fi = TEj TLi tij

    Network Crashing

    In the network system time & cost estimate are worked out for each activity. These are a normal

    estimate & a crash estimate.

    The normal estimate of time is similar to the most likely time estimate in PERT. The normal cost

    is the cost of finishing the project in normal time. The crash time estimate is the reduction in

    time achieved by applying more resources to the activity, which is to be speeded up.

    The crash cost is the cost of doing the job on a crash basis in order to minimize the completion

    time of the project.

    E.g. Overtime, working for seven days a week, Extra manpower, machines etc. in night shifts

    etc. Crashing is done only when the project is to be completed urgently even at higher costs.

    CPM is an attempt of crashing project to its lowest possible time at the minimum possible cost.

    The main steps involved in the crashing process are:

    1.

    Locate the critical path of normal network2. Crash the least expensive activity on the critical path to get a new critical path3. Repeat the process till we get a critical path on which all activities are at their crash time.4. Reverse the procedure taking into consideration the non-critical activities.

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    Start un-crashing by selecting the most expensive activity to reach the least expensive

    activity.

    Illustration: The following table contains details of activities of a construction project &

    other relevant information. On the basis of this information:

    1. Draw activity network of the project & find out critical path & total cost2. Crash the activities step by step until all paths are critical

    Solution 1: Network for normal time duration

    From this network we observe that,

    Critical path: 1 > 2 > 3 > 4 > 5 > 6 >7

    Project time = 20 + 10 + 5 + 10 + 10 = 55 days

    Total cost = (600 + 200 + 300 + 400 + 300 + 300 + 600 + 500 + 400)

    Total cost = 3600/- Rs

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    Solution 2: Step by Step crashing of activities

    In order to shorten the activity time, those activities which are lying on the critical path arecrashed one by one starting with the lowest cost slope.

    Step 1:

    Activities (1-2) & (3-4) which lye on the critical path has minimum cost slope of Rs. 40/- when

    both these activities will be crashed by 3 days each the resulting network will be as follows:

    Critical paths:

    a) 1 > 2 > 4 > 5 > 7 & b) 1 > 2 > 3 > 4 > 5 > 7

    Total cost = 3600 + (40 x 3) + (40 x 3)

    = 3600 + 120 + 120

    Therefore Total cost = 3600 + 240 = Rs. 3840/-

    Step 2:

    Activities (4 5) & (5 7) are lying on critical path & also they have minimum cost slope of Rs.

    60/-

    Activity (6 7) also has a cost slope of Rs. 60 /-

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    Hence by crashing the activity (4 - 5) by 5 days & (5 7) by 5 days & (6 7) by 3 days although

    it has slack of 5 days, we get the following network.

    Critical Paths:

    1 > 2 > 3 > 4 > 5 > 71 > 2 > 4 > 6 > 7

    1 > 2 > 3 > 4 > 6 > 7

    Total cost = 3840 + (60 x 5) + (60 x 5) + (60 x 3)

    = 3840 + 300 + 300 + 180

    Therefore Total cost = 3840 + 780 = Rs. 4620 / -

    Step 3:

    The activities (2-4) & (2-3) on the critical path having cost slope of Rs. 50 /- & Rs. 70/-

    respectively are crashed by 2 days each. The resulting network will be as follows

    All paths are now critical paths

    Total cost of the project will beTotal cost = 4620 + (50 x 2) + (70x2)

    = 4620 + 100+ 140

    Therefore Total cost = Rs. 4860 / -

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    Maintenance Management

    Plant maintenance includes all those activities which are needed to keep the plant, machinery,

    tools & equipment services, buildings & all the fittings in standards working conditions.

    Maintenance management is defined as That function of manufacturing management which isconcerned with the day to day problems of keeping the physical plant in good operation

    condition.

    It is an essential activity in every manufacturing organization. Maintenance management is such

    a function of manufacturing management which will never become obsolete whatever may be

    the technological advances. It has remained as important as it was long ago & will not lose its

    status even in future.

    Importance or Role of Maintenance Management:

    Maintenance management is an important service function essential for efficient production

    system, because of the several reasons as states below:

    1. Plant maintenance on regular basis helps in maintaining & increasing the operational

    efficiency of plant facilities.

    2. It is useful for reducing the cost of production, improving the quality & quantity of output &

    generating maximum sales revenue.

    3. It helps organization in establishing a competitive edge & to provide reliable customer serviceat fair prices.

    4. Proper maintenance policy helps in promoting quality Assurance system of the organization

    5. It helps in increasing the efficiency of cost control system in the organization

    6. Proper maintenance system is essential & important in big projects like air transport, oil

    refineries, heavy & explosive chemical industries etc. to keep all equipments in good working

    conditions.

    7. Neglect of plant maintenance is not only responsible for dislocation of production process but

    also tends to increase the frequency of industrial accidents, which may reduce morale &

    productivity of the workers of the organization.

    Thus Maintenance management is an important service function in all modern organizations.

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    Types of Maintenance

    There are 5 major types of maintenance which are as follows:

    1. Breakdown or Corrective Maintenance2. Preventive Maintenance3. Routine Maintenance4. Predictive Maintenance5. Planned Maintenance

    Lets discuss these types one by one.

    1. Breakdown or Corrective Maintenance

    Corrective maintenance is undertaken whenever there is a breakdown of machinery or equipment

    leading to the work stoppage. It has been observed that the nature & time of breakdown of any

    type of machine is a random phenomenon, hence it cannot be completely eliminated even by

    most efficient preventive maintenance.

    The breakdown maintenance policy is suitable for those types of equipments which have

    relatively less downtime & repair costs. It is easy to administer & needs relatively less staff.

    2. Preventive Maintenance

    All machines & equipments deteriorate when they are used for the purpose of production. This

    will result in changes in dimensions of components of that machine. It will affect the quality of

    output. Preventive maintenance is an activity undertaken to prevent breakdowns, reduce

    operating costs & improve quality & quantity of the output. It is the policy of stitch in time &

    implementation of the principle of Prevention is better than curePreventive maintenance includes:

    i. Regular cleaning, greasing & oiling of moving partsii. Replacement of worn out parts before they fail to operate

    iii. Periodic & regular overhauling of entire machineiv. Stand by provision for critical or key machines

    3. Routine Maintenance

    It includes activities such as periodic inspection, lubrication, cleaning, repairs etc. of machinery

    & equipments after their service life. It includes tightening of the bolts, recharging of batteries,

    replacing light bulbs & tubes in the plant areas etc.Routine maintenance is classified in two categories:

    i. Routine Maintenance, when machine or equipment is running. Here greasing orlubrication is carried out when machine is in running condition

    ii. Shut down Maintenance, where maintenance work is carried out only when the machineor equipment is out of service e.g. repairing the machine after its complete failure to do

    the normal job.

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    4. Predictive Maintenance

    In Predictive Maintenance, the user of the equipment senses that the equipment is going to give

    some trouble by hearing to the noise made by the equipment while in operation. Then

    immediately the equipment is stopped & maintenance is done to avoid the trouble & breakdown.

    Predictive Maintenance extends the service life of the equipment.

    If it is neglected, then the equipment may have to face a major repair work which will increase

    the operating & production costs.

    5. Planned Maintenance

    Breakdown or failure of the machine to operate does not occur in a planned manner but the

    maintenance work can be systematically planned well in advance.

    The planned maintenance is also called as scheduled maintenance or productive maintenance. It

    includes inspection of all plant, machinery & equipments, buildings, lubrication, repairs etc

    according to a predetermined schedule in order to avoid actual breakdown. Planned maintenanceaims to reducing machine stoppage due to sudden breakdown calling for emergency

    maintenance. It helps in reducing machine downtime, reducing cost of maintenance & achieves

    significant increase in production & productivity as compared to the unplanned maintenance.

    Total Productive Maintenance (TPM)

    The TPM is an innovative approach of maintenance developed by Japanese manufactures. The

    main objective of TPM is to develop an operational system, which is maintenance free.

    Under this system maintenance prevention (MP) is achieved through a proper combination ofPreventive Maintenance (PM) & Predictive Maintenance Action (PMA).

    In TPM, instead of waiting for a breakdown, a small group carries out preventive maintenance

    on a selective basis. This is called as condition based maintenance. This leads to maintenance

    free service.

    Introduction of Inspection

    Inspection is important function although it does not add any values to the product still it adds to

    the cost of products. Proper inspection is necessary to get the desired results.Inspection is an important tool of quality control, which aims at controlling the quality control,

    which aims at controlling the quality of the product. Thus inspection is said to be a sorting

    process on the basis of which products can be classified into acceptable or non-acceptable ones.

    Inspection can be defined as The process of measuring the qualities of a product or service in

    terms of established standards.

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    Objectives of Inspection

    i. Maintenance of quality as per standardii. Improvement in quality of the products

    iii. Minimization of the costsiv. To detect sources of weaknesses

    In Inspection process there are certain main steps involved & these steps are to be followed to

    get the desired result.

    Steps in Inspection

    1. To identify most important characteristics of the quality of the items which are to beinspected i.e. what to inspect?

    2. To decide when & where the inspection should take place i.e. When & where to inspect?3. To find out what size of the sample be selected for detailed inspection so that the sample will

    be proper representation of the population under study i.e. Size of Sample?4. To develop a sampling scheme for actually selecting the items from the lot i.e. How to select

    the sample?

    5. To define specification limits for the acceptation or rejection of the items i.e.: To fix limits oftolerance of deviation from the standards.

    Functions of Inspection

    The main function of inspection department may be stated as follows:

    1. To develop & maintain the specified standards of the quality of the product produced2. To develop methods & techniques to carry out the inspection at minimum cost3. To separate defective products & send them for re-operation4. To maintain tools & equipments of inspection in good workable condition5. To make an attempt to detect the defects at source so as to reduce scraps & defective

    products

    6. To advise operating workforce whenever difficulties in the production process arise7. To report top management about the sources of manufacturing problems

    Types of InspectionInspection is of two types:

    1. Cent Percent Inspection; 2. Sampling Inspection

    Cent Percent Inspection

    It is one in which each & every piece is verified against the pre-set specifications. However cent

    percent inspection does not mean verification of each & every quality characteristic. Only

    important characteristic which is necessary for satisfactory performance are verified.

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    Weaknesses of Cent Percent Inspection

    1. It involves huge costs & expenditure2. It is time consuming & tedious3. Not suitable for destructive tests quality specifications4. It is not foolproof due to human error elementSampling Inspection

    In this method few samples (pieces) are taken out from the lot & they are inspected. Quality of

    the lot is decided on the inspection result of these samples.

    If the sample conforms to specifications the whole lot is accepted otherwise it is rejected. Since

    the acceptance is based on the inference drawn from the sample, the technique is known as

    acceptance sampling. Sampling Inspection however is subjected to sampling errors as there is

    always a chance that the sample may not be the true representative of the population from which

    it is drawn. It results in acceptance of a lot of bad quality or rejection of a lot of good quality.

    Sampling errors can be minimized by random sampling method so that every portion of the lotwill have equal representation in the sample.

    Sampling Inspection can be conducted on wither of the two basis:

    a) Variable Basis

    In this inspection of samples is conducted in measurement (variables) basis. E.g. weight of a

    packet, Length of component etc.

    b) Attribute Basis

    In this inspection of sample is carried out on go & no go basis. E.g. cracks, color,appearance etc.

    Defects

    Defects can be broadly classified as follows:

    1. Critical defect

    A defect that renders the item totally unfit for use

    2. Major defect

    A defect which is not critical but affects function, effectiveness, life or appearance of the item

    3. Minor defect

    A defect that does not materially reduce the usability of the product

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    The Operating Characteristic Curve

    The sampling plan is supposed to separate good lots from bad lots but there are bound to be

    sampling error. A sampling plan specifies the sample size (n) to be drawn & the number of

    defectives (c) associated with it which are to be allowed in a batch of acceptable quality (C is

    referred as acceptance numbers). The lot is accepted if the number of defectives in the sample is

    equal to or below the permissible number of defectives. The lot is rejected if the number of

    defectives in the sample exceeds the permissible limit. The capability of the sampling plan to

    discriminate between good lots is determined with the help of operating characteristics (OC)

    curve.

    The construction of the OC curve

    The operating characteristic curve gives the probability that a lot with particular percentage

    defectives (P) shall be accepted on the basis of sampling inspection.The curve drawn on a graph indicates percentage defectives (P) in the lot along the X-axis &

    probability of acceptance (Pa) of the lot along Y-axis.

    The figure below indicate the operating characteristic curve

    Fig: The operating characteristic curve

    The basic characteristic of an OC curve are:

    i. The OC curve is based on the assumption that if the lot is large in comparison to the sample,the probabilities of the OC curve will follow a binomial distribution

    ii. An OC curve drawn for sample size n & the associated number of defectives gives theprobability of acceptance of sampling from the lot.

    iii. Zero percentage defectives are always accepted on OC curveiv. Only two points (sample size & acceptance number) on the curve are sufficient to specify an

    OC curve

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    Parameters of an OC curve

    An OC curve has four parameters:

    1. Producer Risk ( )

    It is the probability that a good lot will be rejected by the sampling plan. It varies in between

    0.01 to 10%

    2. Consumers Risk ( )

    It is the probability that a bad lot will be accepted by the sampling plan

    3. Acceptable Quality Level (AQL)

    It is the maximum percent defective (or maximum number of defects per hundred) that for the

    purpose of sampling inspection can be considered satisfactory as a process average. A goodsampling plan should have a low producers risk for quality that is equal to or better than AQL

    4. Lot Tolerance Percentage Defective (LTPD)

    It is the defect level for which lots are regarded as bad lots & therefore should have very low

    probability of acceptance.

    Following is the OC curve which gives graphical summary of these four parameters

    Fig: OC curve showing its four parameters

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    OC curve of an Ideal Plan:An operating characteristic curve indicates the ability of the sampling plan to discriminate

    between lots of varying quality. An ideal OC curve is a rectangular shaped curve that accepts all

    lots with quality equal to or better than AQL & rejects all other lots.

    Fig: OC curve of an ideal sampling plan

    From the above fig its suggests that

    All lots less than 3% defectives have the probability of acceptance of 1.00 (certainty) (i.e.

    accepted)

    All lots greater than 3% defectives have the probability of acceptance zero (or rejected)

    OC curve of a General PlanOnly cent percent inspection can perfectly discriminate between lots of good & bad quality.

    With a general OC curve, probability of acceptance of lots of good quality is never unity.

    Similarly even lots with percent defectives equal to or greater than LTDP, though technically bad

    lots have some chance of being accepted.

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    A general OC curve is divided into three zones:

    1. Zone of acceptance2. Zone of indecision (inspection)3. Zone of rejection

    Fig: A general OC curve divided into three zones

    Zone of acceptance & rejectionThe zone extending up to AQL & beyond LTPD is referred to as the zone of the acceptance &

    the zone of rejection respectively.

    Nearly all lots within zone of acceptance are accepted quickly & within the zone of rejection

    nearly all are rejected.

    An OC curve should therefore be chosen in such a way that its zone of acceptance only accepts

    those lots which are considered to be satisfactory & its zone of rejection rejects lots which are

    considered unsatisfactory.

    Zone of indecision or inspectionIt is the zone in between the zone of acceptance & zone of rejection. Lots having percentagedefectives more than the AQL but less than LTPD fall within this zone.

    No decision whether the lot should be accepted or rejected can be taken until cent percent

    inspection is carried out. The width of the zone of inspection however can be reduced by taking a

    large sample but it will increase the inspection cost.

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    Statistical Quality Control (SQC)Under modern competitive conditions every producer has to produce quality products, which

    will be preferred by the consumers.

    In order to maintain quality of the final products quality control has to be applied to the

    production process.The statistical quality control (SQC) is the application of the statistical techniques to decide

    whether to accept or reject the product produced or to control the process of production to

    maintain product quality while the product is being produced.

    Advantages of SQC

    1. It helps in preventing the defects & thus reworking, rejection & scrap are avoided2. It helps in avoiding risk of accepting a bad lot3. It helps in maintaining high standards of quality & promotes goodwill about the organization4. SQC reduces the task of inspecting the whole lot5. It aims at reducing inspection expenses so as to produce the final product at minimum cost6. As standard quality is maintained it helps in maintaining standard price7. It promotes feeling of responsibility among the workers8. SQC concentrates on empowering the quality of the productControl charts as tool for process control

    A fundamental aim of process control is to evolve system of differentiating the variations due to

    chance causes & those due to assignable causes so that the latter can be identified & removed

    thereby improving the quality of the product. The basic tool used for this purpose is called

    control chart.

    A control chart is a visual display of the inspection results of the samples of the product.

    A control chart consists of three lines a central line, upper control limit & lower control limit.

    To construct the chart, time variable is taken along the X-axis & the quality characteristic of the

    product is taken along the Y-axis.

    The control parameters central line, upper control line & lower control line are horizontal lines.

    Central line denotes the mean value of the quality characteristic. The upper control limit is

    located at 3 standard deviations above the central line & the lower control limit is located at 3

    standard deviations below the central line.

    Samples of fixed size are taken at specified intervals of time. Each sample is inspected for the

    given quality characteristic. The values of the samples are plotted on the graph according to thetime variable. The trend of the points in the chart is studied to know the state of process. So long

    the sample points lie within the control limits, the process is said to be under control. The falling

    of points outside the control limits indicates deterioration in quality & hence the presence of

    assignable causes. Such cause are then identified & corrected.

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    Types of control charts

    Control charts are of two types

    1. Those drawn for properties which are variables; these are called control charts by variables2. Thos drawn for properties which are attributes; these are called control charts by attributesControl charts for Variables

    1. The average chart ( - chart), which measures the central tendency of the process2. The range chare(R chart), which measures the spread of the processSince these two charts are used together, they are commonly known as - R charts.

    Control charts for attributes

    1. The fraction defective chart (P- chart) which records the proportion of defective items in asample

    2. The number defective chart (np-chart) which records the number of defective items in asample

    3. The defects chart (c-chart) which records the number of defects in a component/product.

    Introduction to Six SigmaSix Sigma as a management standard in product variation (presently even for service variation)

    can be treated back to the work during 1920s when Walter Shewhart showed that three sigma

    from the mean is the point where a process requires correction.

    Definition

    Six sigma is a disciplined data driven approach & methodology for eliminating defects which

    amounts to driving towards six standard deviations between the mean & the nearer specifications

    limit in any process of products/ services.

    Six Sigma level indicates that we are 99.99966% confident that the product/ service delivered by

    us is defect free. This means that only 0.00034% of the times the product/ service delivered are

    defect prone.

    When 0.0000034 is multiplied by one million, it comes to 3.4 defect s per million opportunities.

    Actual sigma level = Actual number of defects

    x 100

    Total no. of opportunities for theorganization to make mistakes

    from the customer angle

    A process is said to be at six sigma level provided that the process is not producing more than 3.4

    defects per million opportunities. The fundamental objective of six sigma methodology is the

    process improvement & reduction of variation through its application.

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    At its Core, Six Sigma revolves around the following few concepts

    1. It is critical to attributes which are most important to the customers2. It focuses on the process more specifically what it can deliver3. It aims for stability of the process i.e. improve product quality which is the utmost

    expectation of the customer

    4. It focuses on the design for six sigma to meet customer needs & process capabilityApproaches for Six SigmaThere are two approaches for achieving six sigma which are as follows:

    DMAIC & DMADV

    DMAIC

    DMAIC means Define, Measure, Analyze, Improve & Control.

    The six sigma DMAIC process is an improvement system for existing processes falling below

    specification & looking for incremental improvement. It is systematic, scientific & fact based.

    DMADV

    DMADV means Define, Measure, Analyze, Design & Verify. The six sigma DMADV process is

    an improvement system used to develop new processes or products at six sigma quality levels.

    This can be used even for existing processes if they require more than just incremental

    improvement.

    Steps of Six Sigma DMAIC

    Step 1: DefineThis step establishes a leadership team which will decide on the project on which it will work. It

    also identifies key considerations like cost benefits, customer expectations, product quality

    enhancement & ability of the team to have a positive impact on the process.

    1. Define all your products by making a list of them along with corresponding end results2. Identify your customers of each end productStep 2: Measure

    In this step, the team examines all aspects of the project, develops a thorough understanding of it

    & identifies the critical requirements & processes. The team defines performance measures for

    key characteristics & establishes an effective means of measuring them. Then, the measurementsof the process to determine current performances are done.

    Following are the sub-steps:

    1. Define your needs in terms of essential inputs for projects/ products selected2. Setup quality measures3. Define the method of computing errors/ unit, errors/million & actual sigma level4. Measure the current performance of the process

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    Step 3: Analyze

    In this step, the team analyzes the results of this collected data & work for improvement of the

    process if required. It includes identification & quantification of the sources & locations of

    defect causing variables within the process.

    Step-4: Improve

    The following steps are performed

    1. Identification of process improvements based on the collected data & analysis2. Designing a plan of action3. Performing risk assessments on the potential changes4. Implementing the plan5. Monitoring the results for the recommended changes

    Step-5: ControlIn this step, the team reviews the entire process to ensure that the appropriate changes have been

    made & to identify the actions that will permanently maintain those changes.

    Further, steps are taken to control future process performance.

    Steps of Six Sigma DMADVThe first three steps of DMAIC & DMADV are same except last two steps. The steps of

    DMADV are as given

    Step-1:

    Define the project goals & customer (internal & external) deliverables

    Step-2:

    Measure & determine customer needs & specifications

    Step-3:

    Analyze the process options to meet the customer needs

    Step-4:

    Design detailed process to meet the customer needs

    Step-5:

    Verify the design performance & ability to meet customer needs

    Benefits of Six Sigma1. It ensures enhanced product quality2. It enables predictable delivery of the products3. It helps to achieve productivity improvement4. It helps to have rapid response to changing needs of customers5. It also facilities the development & introduction of new production in to the marketplace

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    Gap Analysis for Service Quality AssessmentThere are certain factors which are very important in case of quality of a service. This is because

    of the intangible nature of services.

    These factors are as follows:1. Reliability2. Responsiveness3. Competence4. Access5. Courtesy6. Communication7. Credibility8. Security9. Understanding the customer10.TangiblesThe above factors are very useful for quality improvement in case of services.

    Fig: A service Quality Model

    The gaps that are shown in the figure indicate the key discrepancies between the firms

    perceptions & actions & the customers expectations. These gaps need to be closed in order to

    improve the service quality.

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    Explanation about these Gaps is given below:

    Gap 1: This gap depicts that the managements perceptions of customers expectations are

    different from what the customer actually expects. This happens due to :

    1. Insufficient market research2. Inadequate interaction with the customers3. Communication gaps within the organizationGap 2: This gap represents the extent to which the service quality standards have gone wrong.

    This is due to:

    1. Inadequate tasks standardization2. Absence of Goal- Setting3. Inadequate management commitment to service qualityGap 3: This is the gap between what the specifications of the company call for & what is

    delivered. It may be called as the service performance Gap.

    1. The job or the service task is not clear to the employee2. Role conflict3. Poor Employee Job fit4. Poor Technology Job fit5. Lack of Team- work6. Inappropriate supervisory control systemsGap 4: This is the gap between what has been promised to the customer & what is delivered tohim. This can happen because of:

    1. Carelessness in terms of promising to the customer more than what can be delivered2. Inadequacy in communication between the various departments of the service organizationGap 5: This is the result of all the other gaps. It indicates as to how the customer experiences the

    gap between what he expected & what he is perceiving as service received.

    These above gaps can be minimized if the following factors can be considered by the service

    organization

    1. Assurance of providing basic service2. Reliability of what you promise to deliver3. Foster two- way communication4. Customer Relationship Management

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    Introduction of Work Study

    Under modern competitive conditions manufacturing organizations have to strive for achieving

    lower production costs, higher quality of the products & attaining optimum utilization ofavailable resources. Hence to improve labor productivity & reducing costs by improving work

    methods & developing simple work procedure needs to be given special attention by the

    production managers.

    Work study is constituted of two techniques known as:

    1] Method Study & 2] Work Measurement

    Definition:

    ILO defined work study as The techniques of method study & work measurement employed to

    ensure that best possible use of human & material resources in carrying out a specified activity.

    Objectives of Work Study

    1) To analyze systematically the present method of doing the job within a view to develop anew better & efficient method.

    2) To recommend & implement the improved work methods to carryout the job mosteconomically & in minimum time schedule

    3) To establish standard time & standard cost for every job4) To increase productivity of men & machines to produce quality products at minimum cost5) To improve the efficiency of production processes6) To emphasize the measurement of work values7) To initiate & implement effective incentive schemes in the organizationScope of work studyWork study is constituted of the following elements

    1. Method StudyIt is systematic recording & critical examination of existing & proposed ways of doing the work

    so as to develop more effective methods & to reduce costs through optimum use of the resources.

    In this new & better methods are suggested to achieve higher efficiency & productivity.

    2. Work MeasurementIt deals with the application of techniques designed to establish the time for the qualified ideal

    worker to carryout a given job at the defined level of performance.

    It decides about the time required to carryout the job by using new methods.

    Both these elements are inter-related.

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    Uses of the work study

    1. It helps in increasing productivity & efficiency2. It determines the standards of performance3. It helps in increasing the output & reducing4. It enables to develop improved work place layout5. It helps in achieving better manpower & capacity planning for the organization6. It provides a standard of performance to measure labor efficiency7. It helps in maintaining healthy industrial relations8. It provides job satisfaction to employees

    Under method study extensive use of the charts & diagrams is made to record the facts on

    account of their simplicity & economy.

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    Flow process Charts, Flow diagrams & Process MappingAny job or process can be studied with the help of flow process chart for methods improvement

    by recording all the events.

    The symbols which are universally accepted for flow process charts are as follows:

    Process charts are generally drawn for the material which goes from the raw material stage to the

    finished product stage.

    Sometimes they may refer to the activities performed by the worker in getting a certain process

    done.

    This can be shown with the help of following example:

    Fig: Simple example of the flow process chart

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    Process charts do not refer to the material & men or machine simultaneously. Each one of the

    activities can be analyzed to find whether it could be:

    1. Eliminated or2. Reduced in time or3. Substituted by some other activities or4. Put elsewhere in the sequence etcThe ultimate goal is to simplify the procedure to minimize the process cost.

    Men & Machine charts

    These charts can be used to study the joint operations & activities of men & machines. These

    charts can help in identifying busy & idle time of both men & machines. These charts help in

    identifying busy & idle time of both men & machines. They provide basis for the work

    measurement & operational analysis.

    Work MeasurementWork Measurement is mainly concerned with the determination of the total time required to

    perform a unit of work.

    Definition: The work measurement may be defined as The techniques applied to determine the

    amount of time necessary for a qualified worker to perform a particular task.

    The amount of time required to complete a given job is expressed as time standard, work

    standard, labor standard, labor standard, production standard or standard time. The standard time

    is the amount of time a qualified worker working at the normal rate of speed, will require to

    perform the specified task. It is expressed in terms of minutes per unit or output per hour.

    Objectives of Work Measurement

    This technique aims at achieving the following objectives

    1. To fix standard time for each job scientifically, this will help to workout realistic schedules &manpower requirements

    2. To carry out sound comparison of alternative methods on the basis of time3. To develop improved planning & control of activities or operations4. To generate effective incentive scheme by linking them with target times5. To develop reliable basis for the control of labor costs6. To achieve proper balancing in work distribution7. To provide basis for forecasting future manpower & related costsElements of Work Measurement

    An element is a distinct part of a specified job. On the basis of observation, convenience,

    measurement & analysis there are right types of elements which are as follows:

    Repetitive Elements:

    These are the elements which occur in every cycle of the given task. E.g. Loading & Unloading

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    Occasional Elements:

    These elements which do not occur in every cycle of the task, but may occur at random or at

    regular intervals. E.g. breaking of threads in Textile unit

    Constant Elements:

    These elements which may occur in every cycle or not but they are identified in specification &

    time from cycle to cycle. E.g. switching on-off machine

    Variable Elements:

    These are the elements where the time of performance varies with characteristics of products

    such as weight, size etc of the product. E.g. Loading & Unloading time of product

    Manual Elements:

    It is the element performed by the worker.

    Machine Elements:

    The element which is automatically performed by machine is the machine element. E.g.

    Pressing, Forging etc.

    Governing Elements:

    When two elements are present at the same time in a given cycle then that element which takes a

    longer time is called as Governing elements. E.g. boiling of water while setting out teapot &

    cups

    Foreign Elements:Those elements that are observed during the study but do not form the necessary parts of the

    given activity of the cycle are known as foreign elements.

    E.g. An operator stopping the machine when he wants to talk with his friend.

    Thus the study of elements is an important part of the work measurement.

    Benefits of Work Measurement:

    1) Developing a basis for alternative methods2) Correcting manpower requirements for different tasks3) Useful in preparation of accurate work schedules4) Planning & scheduling to meet delivery dates5) Estimating production cists accurately6) Assessment of Labor cost accurately7) Developing new better & more efficient methods8) Training new employees for specific elements of job/ task9) Checking progress of workers & taking necessary steps if required

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    Performance Rating:All the operators do not work at the same pace as same work at a faster rate while others work at

    a slower rate. Hence, while establishing the time standard for the work performance some speed

    allowance has to be made in the time values obtained through time study.The determination of relative speed at which an operator id working is called as rating. Rating

    the speed of the operator is a matter of subjective judgment of a time study analyst.

    Various techniques are used to measure the performance rating such as wasting hour rating,

    100% rating etc.

    Assessment of Relaxation & other Allowance

    When basic times of the various elements of the job added together, we get normal time for the

    job as a whole. But it may not be equal to the standard time, because of lack of continuous work

    by employees. Hence some extra time has to be added to the normal time to estimate the standard

    time. In other words some allowance have to be made for the normal work due to interruption,

    fatigue, personal needs etc.

    Standard TimeStandard time is the total time in which a job should be completed at standard performance i.e.

    standard time = Basic time + Allowance

    Calculation of standard time of the jobProblem: -

    The workmen in an engineering company are expect