| |
The text of the third edition has been revised and updated. Each chapter describes the outline of a particular aspect of Construction Industry.
Now, the topics of the subject are covered in 14 well-arranged chapters and therein, it contains:
* 81
* 52
* 71
* 238Self-explanatory and neat diagrams
Solved problems
Useful tables
University-type questions at the end of each chapter.
| Price | : | Rs. 180-00 |
| Edition | : | Third Revised and Enlarged Edition : 2000 |
| Book Size | : | 135 mm × 210 mm |
| Binding | : | Paperback with Four Colour Jacket Cover |
| Pages | : | 304 + 16 |
Chapter 3 : CONSTRUCTION OF DAMS
Chapter 4 : CONSTRUCTION OF MULTI-STOREYED BUILDINGS
Chapter 5 : ERECTION OF STEEL STRUCTURES
Chapter 8 : CONSTRUCTION EQUIPMENTS
Chapter 9 : CONSTRUCTION ACCIDENTS
Chapter 10 : MANAGEMENT AND ORGANIZATION
Chapter 11 : CONSTRUCTION LABOUR
Chapter 12 : CONSTRUCTION MATERIALS
Chapter 13 : ECONOMIC ANALYSIS
General
Need for construction managementCo-ordination between different agencies
Development of manpower and machinery
Economy in construction
Speed of construction
Quality control of materials and workmanshipScope of construction management
Aspect of construction management
Job layoutAvailability of resources
Location of project
Medical facilities
Method of execution
Nature of project
Services
Welfare facilitiesEngineer and construction economy
Contractor and construction economy
Construction costMajor factors Material cost
Labour costMinor factors Special equipment
Place of work
Nature of work
Conditions of contract
Profit of the contractor
Specifications
Site conditions
MiscellaneousCost control records Material-cost record
Material-cost statement
Labour-cost record
Labour-cost statement
Time keeper field sheet
Payroll recordFinancing the project
Cost indexApproximate estimates
Schedule of ratesConstruction operations
Stages in constructionPre-tender stage
Post–tender stagePlanning the project Construction schedule
Material schedule
Equipment use schedule
Labour scheduleConstruction cost control
Project supervision
Project control
Project evaluation
Construction campEnvironmental conditions
Physiological limitationsQuestions
General
Network analysis
Features of network planning
Rules for network diagram
Procedure for CPMProject breakdown
Network diagramArrow diagram
Circle diagramUtility data with respect to time and cost
Determination of critical path
Activity times and floatsSignificance of floats Scheduling Advantages of CPM
Uses of CPM
Application of CPM in project management
CPM for determining extension of time
Difficulties in implementation of the CPMLack of knowledge of the subject
Literature on the subject
Unwillingness of contractorsCapital of contractor
Expected return on investment
Financial soundness of the contractorProject cost Indirect cost Fixed indirect cost
Variable indirect costDirect cost Cost-time optimization
Cost slope
Optimization by crashing
Updating an arrow diagram
Time–grid diagram methodUtility of the Time–grid diagram method
Advantages of the Time–grid diagramProgramme Evaluation and Review Technique (PERT)
Percentage of probability
PERT network scheduling
Slacks of events
Negative slack and negative floatAlternative I
Alternative IISelection of technique
Bar charts or Gantt charts
Mile–stone charts
Resources planning
Resource allocation
Resource levelling
Questions
General
Types of damsI Rigid dams or masonry dams Requirements of a good site for a rigid dam
Foundations of a rigid dam
Advantages of masonry dams as compared to earth dams
Disadvantages of masonry dams as compared to earth dams
Construction detailsMaterials of construction
Mortar
Face masonry
HeartingUplift and drainage galleries
Causes of failure of masonry dams
Types of masonry damsGravity dams
Arch dams
Multiple arch dams
R.C.C. slab and buttress damsComparison of different types of rigid dams II Non-rigid dams or earth dams Types of earth dams Earth dams with core walls
Earth dams without core wallsTheory of earthwork
Foundation of an earth dam
Section of an earth dam
Drainage of earth damRock toe and filter bed
Network of drains
Horizontal blanket drains
Chimney drainsPrecautions during construction of drains
Performance of drainsDischarge of drains
Downstream ground conditionClosure of dam First method
Second methodMaterials for earth dam construction
Equipments for earth dam
Method of construction of earth damPreparation of natural foundation bed
Earthwork
Core wall and cut-off trench
Casting and pitchingDensity control of earth fill Compaction
Moisture controlPost construction inspection
Protection of upstream slopeBitumen sheeting
Brick pitching
Cement stabilised sand bags
Dry stone pitching
Grass or seed revetmentsStability of soils Cohesive soils
Non-cohesive soilsCause of failure of an earth dam Construction and maintenance
Earthquake
Erosion
Excessive shear stress
Overtopping
Percolation leading to piping
Slipping of earth banks
Sudden draw-down
Toe-erosion
Water-soluble materialsAdvantages of non-rigid or earth dams III Miscellaneous dams Composite dams
Compound dams
Hydraulic fill dams
Rock fill dams
Steel dams
Timber damsQuestions
General Advantages
DisadvantagesTrends in multi-storeyed buildings
Essential amenities
Framed structuresGeneral
Advantages of framed structuresThin panels
Speed in construction
Freedom in planning
Use proper materials
Better resistant to vibrations
Economy in constructionPlacing concrete in cold weather Curing
Formwork
Protection
Temperature
Water-cement ratioPlacing concrete in hot weather Addition of chemicals
Cooling of materials
Deposition of concrete
Protection after placing
Watering formworkPoints to be observed while supervising R.C.C. work Cement
Fine aggregate
Coarse aggregate
Water
Proportion
Reinforcement
Centering
Mixing
Transporting and placing
Consolidation
Curing
FinishingQuality control of concrete
Repairs and maintenance of concrete structureDry pack method
Concrete replacement
Mortar replacement by guniting
Epoxy mortarsPreparation of concrete surface for repairs
Horizontal expansion and vertical expansion
Problems of tall buildingsI
II
III
IV
V
VIEarthquake effect
Fire protection
Lifts
Living
Noise control
ServicesEntrance
Intermediate open floor
Parking
Staff accommodation
TerraceVII Wind effect Car parking
Components of wind
Deflection of the building
Dynamic effect
Effect of vibrations
Wind bracing
Windows
Wind speedPrecautions to be taken during the construction of multi-storeyed buildings I
II
IIIRoad with heavy traffic
Safety of adjoining properties
Working in restricted spaceQuestions
General
Equipments required for erection of steel structuresCranes Derrick cranes
Goliath cranes
Swing jib cranes
Tower cranesGantries Derrick tower gantries
Platform gantries
Travelling gantriesGin poles
Hoists
Pulley blocksWinches
MiscellaneousJoints Riveted joints Field riveting
Inspection
Heating
Shank material
Size and pitchBolted joints
Welded jointsPlastic welding
Fusion weldingElectric arc welding
Oxy-acetylene welding
Thermit weldingTypes of resistance welding
Strength of welded joints
Defects of welded joints
Checking of welded jointsCost of erection of steel structures
Erection procedures of steel structuresI
II
III
IV
V
VIFactory shed
Multi-storeyed building
Water tank towers
Portal frames
Bins and silos
Steel girders for bridgesCentering
Field forces
Machinery
Measurement of span
Selection of methodBuilding out from supports
Floating
Lifting
Rolling
StagingSafety rules during erection of steel structures
Questions
Definition
Advantages of tunnelling
Economics of tunnelling
Selection of routeGeological conditions
Right of wayAlignment restraints
Environmental considerationsTunnel surveying
Tunnelling through rockFull face method
Heading and bench method
Cantilever car dump method
Drift system
Pilot tunnel methodTunnelling through soft ground Forepoling method
Needle beam method
Five-piece set method
Liner plates method
Other methodsCasing method
Square sets and lagging method
Horse cups methodMethods of tunnelling through sub-aqueous strata Shield tunnelling Skin plate
Cutting edge
Hood
Inner structure
Silt
Clay
Sand
Running sandPlenum process or compressed air tunnelling Clay
Silt
Sand
GravelPrecautions to be taken to maintain the air pressure at desired value Drainage of tunnels Sumps and pumps
Grouting
Pilot tunnelVentilation of tunnels
Lighting
ShaftsDrilling
Raising
GloryholingMucking Manual labour
Power shovels
Mucking machines
Tractor loadersHauling
Lining of tunnels
Size and shape of tunnels
Questions
General
Uses of compressed air
Some definitionsAbsolute pressure
Gauge pressure
Air compressor
Compression ratio
Compressor efficiency
Volumetric efficiency
Isothermal compression
Adiabatic compression
Absolute temperature
Load factor
Diversity factor
Aftercooler
Intercooler
Inlet pressure
Discharge pressure
Theoretical H.P.
Brake H.P.Gas laws
Size of pipes
Cost of compressed air
Compressed air plantAir pressure
Capacity
Flexibility
Layout
Number
Receivers
Type of installationQuestions
General
Standard equipmentsInitial investment
Purchase period
Reliability in operation
Repairs
Resale value
UseSpecial equipments
Classification of equipmentsIntermittent type
Continuous flow type
Mixed typeVarious types of construction equipments Excavating equipments Power shovel Crawler mounted
Wheel mountedUses of power shovel
Drag line
Uses of drag line
Back hoe
Uses of back hoe
Clamp shell
Uses of clamp shell
Scraper
Uses of scraper
Bulldozer
Uses of bulldozer
Transportation equipmentsBelt conveyers
Dumpers
Hydraulic pumpingEarth compaction equipments Rolling equipments
Ramming equipments
Vibrating equipmentsSelection of equipment
Owning and operating construction equipmentDepreciation Straight-line method
Constant percentage method
Sinking fund methodInvestment
Maintenance and repairs
Operation
For existing equipment
For proposed equipmentEconomic life of construction equipments Depreciation
Downtime
Inadequacy
Normal deterioration
Obsolescence
Working methodSources of equipments Direct purchase
Hiring
For trucks
For belt conveyorQuestions
General
Causes of construction accidentsControl of men, equipment and materials
Failure of temporary structures
Inherent engineering hazards
Personal hazardsClassification of construction accidents According to the cause of occurrence
According to the nature of injury sustainedTemporary disablement
Partial disablement
Total disablement
DeathAccording to the severity of injury Minor accident
Major accident
Accident hazardInjury-frequency rate
Injury-severity rate
Injury-index
Equivalent time charge
Compensation insurance
Accident costsTangible costs
Intangible costsSafety programme
Rules for preventing construction failures
Questions
General Commerce
Industry
Private servicesFunctions of management Co-ordination of factors of production
Innovation
Marketing
Method of production
Organization
Risk-taking
Selection of business
SupervisionQualities of a good enterpreneur
Manager
Characteristics of a good managerMarketing skill
Technical skill
Human skill
How to be an effective managerQualifications of an administrator
Conditions essential for carrying on businessFree and competitive market
Mobile labour force
Reasonable stabilityMeaning of organization
Forms of business organizationSole proprietorship Easy formation
Flexibility of operation
Incentive to earn more
Personal touch
Secrecy
Speedy action
Limited liability
Limited resources
Overburden
Possibility of error
Uncertain lifePartnership business
Joint stock companyCommon seal
Limited liability of members
Perpetual succession
Separate legal entity
Separation of ownership from managementCo-operative society
State enterprisePrinciples of organization Control at all levels
Co-ordination between different departments
Delegation of authority
Flexibility in job assignment
Instructions to workers
Planning of job
Relationship between executive and workersSystems of staff organization Line system
Line and staff system
Functional systemOrganization of a construction company
Office management
Personnel managementFunctional activities
Service functions
Staff functions
Welfare activitiesOffice discipline Control
Co-ordination
Self-restraintLevels of management Top management
Middle management
Lower managementFunctions of construction management Planning
Organizing
Staffing
Directing
ControllingQuestions
General
Immobility of labourDifficulty of acquiring knowledge
Leaving accustomed surroundings
Reluctance to enter certain occupationsTheories of wages Subsistence theory of wages
Wages–fund theory of wages
Bargaining theory of wagesNominal wages and real wages
Psychic income
Systems of wage paymentsTime wage system
Piece wage systemBalance and debt system
Standard hour systemIncentive plans Halsey plan
Rowan plan
Taylor's differential piece wage plan
Merrick differential or multiple piece rate plan
Emerson's efficiency plan
Gantt's task and bonus plan
Bedeaux point premium plan
Hayne's plan
Priestman bonus system
Barth variable sharing plan
Group incentive plansPayment by result Differential piece rate
Group bonus system
Piece rate with a guaranteed time wage
Premium bonus plans
Straight piece-rateProfit-sharing Procedure Basis of sharing
Net profit
Share of workers
Share of individual worker
Form of distributionAdvantages
DisadvantagesMorale Measurement of morals Interviews Guided interview
Unguided interviewOpinion survey Trade unions Functions
AdvantagesBargaining power
Economic share
Grievances of workers
Guarantee of industrial peace
Improvement in skill
Sense of confidence
Voluntary settlementDisadvantages Artificial shortage of labour
High wages
New methods of production
Non-co-operation with employerTrade union and wages Labour welfare
Indian labourAbsentism
Factory conditions
Housing
Indebtness
Migrating character
Standard of living
Wages
Working hoursQuestions
General
Types of materials
Storage of materialsCement
Formwork
Inflammable materials
Plant and machinery
Ready articles
SteelStores Project stores
Stock stores
Divisions
Internal transport
Layout
Location
Material chart
Sectionalisation
Storage of materials
Storage of tools and forms
Usual facilities
Valuable articlesPurchasing department Co-operation with other departments
Market trends
Organization
Procedure for purchasing
RecordsStore keeping Ordering
Receiving
Issuing
Accounting
Checking
Golden rule
Issuing materials
Maxima and minima
Surplus materials
Tools and formsStock control ABC analysis
VED analysisStages of material management Register of reputed suppliers
Quantities of materials
Preparing the supply schedule
Attaching priorities
Initiating purchase formalities
Placing of orders
Inspection
Acceptance and issue
Use of network scheduleInventory control
Disposal of surplus materials
Questions
General
Tools of management controlBudgetary control
Cost control
Modern methodsCost accounting
Production control
Responsibility accountingEconomics of engineering structures
Financial analysisAnnual cost method Benefit cost ratio method
Present worth method
Rate of return method
Scheme A
Scheme B
Maintenance cost
Capitalised depreciationFor steel reservoir
For R.C.C. reservoirQuestions
General I Bits (1)
(2)Forged bits
Detachable bits
Carbide-insert bitsII Blasting Definition
Materials for blasting(1)
(2)
(3)Detonators
Explosives
FusesFiring charges
Vertical and slanted blastholes
Precautions in blasting(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)Failure of explosion
Line of least resistance
Needle and tamper
Notice of blasting
Retreat to a safe distance
Seepage of water
Skilled supervision
Stemming
Storing
Transporting explosivesIII Crushed-stone aggregate Crushers (1)
Primary crushers (i)
(ii)
(iii)Gyratory crushers
Hammer mills
Jaw crushers(2) Secondary crushers (i)
(ii)Cone crushers
Roll crushers(3) Tertiary crushers (i)
(ii)Ball mill
Rod millScreens (1)
(2)Revolving screens
Vibrating screensIV Drills and drilling Types of drills (1) Abrasion drills (i)
(ii)
(iii)Blasthole drill
Diamond drills
Shot drills(2) Percussion drills (i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)Churn drills
Drifters
Jack-hammers
Piston drills
Stop hammers
Tripod drills
Wagon drillsSelection of drilling equipment
Selection of drilling pattern
Drilling rateV Foundation grouting Purposes of grouting
Necessity of grouting
Quantity of grout
Materials for groutingAsphalt grouting
Cement grouting
Chemical grouting
Clay groutingProcedure for grouting VI Inflation and deflation Inflation Credit inflation
Currency inflationDeflation VII
VIII
IXOperation research
Road making machineries
Rolling resistanceCoefficient of traction X
XISlip-form construction
Stone quarryingDefinition
Site for quarry
Important considerationsExamination of rock surface
Layout
Men and machines
Removal of top surface
Structural stabilityMethods of quarrying (1) Quarrying with hand tools (i)
(ii)
(iii)Digging
Heating
Wedging(2)
(3)Quarrying with channelling machine
Quarrying by blastingXII Work study I Method study (1)
(2)
(3)Trouble spots
Planning
Fact findingII Work measurement or time and motion studies Time study (1)
(2)Co-ordination
Rate of workMotion study
Utility of time and motion studiesQuestions