MSBTE Diploma Civil Engineering 4th Semester K scheme Syllabus

Stepping into the Civil Engineering 4th Semester K Scheme syllabus is an exciting milestone for every diploma student.

This semester goes beyond the basics and introduces you to core civil engineering subjects such as Hydraulics, Geotechnical Engineering, Railway & Bridge Engineering, Estimating and Costing, Water and Wastewater Engineering, and more.

These subjects not only strengthen your theoretical base but also improve your practical knowledge—skills that are essential for any future civil engineer.

If you’re searching for the Diploma Civil Engineering 4th Semester syllabus (K Scheme), this guide is designed just for you.

Here, we’ll break down each subject, credit distribution, and assessment pattern in a simple, student-friendly way.

Whether you want to plan your study timetable, understand exam marks distribution, or get clarity about your upcoming semester, this syllabus overview will help you stay ahead.

By the end of this blog, you’ll have a clear roadmap of what the Civil Engineering 4th Semester K Scheme subjects cover and why they are important for your academic and professional journey.

List of Subjects of Civil Engineering 4th Semester

Semester : Fourth

Abbreviations: CL – Classroom Learning, TL – Tutorial Learning, LL – Laboratory Learning, FA – Formative Assessment, SA – Summative Assessment, IKS – Indian Knowledge System, SLA – Self Learning Assessment.

MSBTE 314312 RAILWAY, BRIDGE AND TUNNEL ENGINEERING Syllabus

Course Title : RAILWAY, BRIDGE AND TUNNEL ENGINEERING

Course Code : 314312

Unit – I Introduction to Railway Engineering

1.1 History of development of railways in India (IKS) ,Railway: Zones of Indian railways, Merits and demerits of roadway and railway, Introduction to Metro and Mono rail, Bullet Train.

1.2 Components of railway track: Rails , ideal requirements of railway track , types of Rails ,Rail Gauge- types, factors affecting selection of a gauge. tilting of rails and coning of wheels. Rail Joints : Necessity, types, requirements of welded joints. Creep of rail: Definition, causes and prevention of creep.

1.3 Sleepers : Requirement, functions and types, sleeper density

1.4 Ballast : requirement, function, types, suitability.

1.5 Rail fixtures and fastenings: fish plate, spikes, bolts, keys, bearing plates, chairs , types of anchors and anti-creepers.

Unit – II Track Geometrics

2.1 Alignment: Factors governing rail alignment.

2.2 Cross sections of Track : Important technical terms- permanent land width/right of way, formation width, side slopes, side drains. Standard cross section of single and double line in cutting and in embankment.

2.3 Railway Track Geometrics: types and factors affecting Gradient , curves , grade compensation , super elevation- limits of Super elevation on curves , cant deficiency (No numerical in question-paper).

2.4 Branching of Tracks: Points and crossings: Turn out- left and right-hand turnout, components, and their functions ,important technical terms ,track junctions- crossovers, scissor cross over, diamond crossing, track triangle.

2.5 Railway Station : Purpose , requirement of railway station , factors affecting site selection for railway station, important technical terms , types of railway station.

2.6 Station yard: Function , Classification- Passenger, goods, locomotive and marshalling yards, drawbacks of marshalling yards.

2.7 Track Maintenance: Necessity , Classification , Tools required for track maintenance with their function , Organization of track maintenance , Duties of permanent way inspector, gang mate and key man.

Unit – III Bridge Engineering

3.1 History of development of bridges in India (IKS)

3.2 Classification of bridges: according to span, purpose, material, life, alignment, H.F.L, Loading, level of bridge floor.

3.3 Site selection and investigation Factors affecting and controlling: Site For Bridge, Bridge Alignment.

3.4 Important technical terms: Waterway, Economic Span , Afflux ,Scouring , Erosion, Freeboard , Cut Water ,Ease Water,Apron

3.5 Component parts of bridge: Function, requirement, and types- Pier , Abutment , Wing Wall , Foundation ,Bearing

3.6 Types of Bridges: Causeway: Flush, low level, and high-level causeway. RCC Bridges , Pre-stressed bridge: Advantage & dis-advantages, Culvert: Types- Arch, Open or slab, Pipe and box

3.7 Inspection of bridges: General points to be observed, Pre and post monsoon inspection.

3.8 Maintenance of bridges: types – routine and special Maintenance.

Unit – IV Tunnel Engineering

4.1 History of development of tunnels in India (IKS).

4.2 Classification of tunnels: according to purpose, conveyance, strata through which tunnel passing, alignment, shape, and size of tunnels.

4.3 Tunnels: Tunnel investigations and surveying, Cross sections for highways and railways.

4.4 Tunnel Shaft : its purpose and construction.

4.5 Methods of tunnelling in soft rock: Needle Beam method, Fore-Poling method, Line Plate method, Shield method.

Unit – V Construction and Maintenance of Tunnels

5.1 Methods of Tunnelling in Hard Rock: Full-face method, Heading and bench method, drift method, New Austrian Tunnelling Method (NATM).

5.2 Drilling Equipment: TBM Tunnel Boring Machine, drills and drills carrying equipment’s, Types of explosives used in tunnelling.

5.3 Tunnel Lining: Purpose, factors affecting type of lining, and methods.

5.4 Tunnel Ventilation and Drainage: Purpose and methods.

5.5 Tunnel Maintenance: Purpose and Methods.

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MSBTE 314303 HYDRAULICS Syllabus

Course Title : HYDRAULICS

Course Code : 314303

Unit – I Pressure Measurement

1.1 Technical terms used: Fluid, Fluid Mechanics, Hydraulics, Hydrostatics, and hydrodynamics-Ideal and Real Fluid, Application of hydraulics in Civil Engineering field.

1.2 Physical properties of fluid : Mass Density, Weight Density, Specific Volume, Specific Gravity, Surface Tension of Water, Capillarity of Water, Viscosity, Units of Viscosity, Kinematic Viscosity, Newton’s law of Viscosity.

1.3 Various types of pressure: Fluid Pressure, Pressure Head, Pasacl’s Law and its applications, Absolute Pressure, Gauge Pressure, Atmospheric Pressure, Vacuum Pressure.

1.4 Pressure Measuring Devices: Piezometer, Simple U tube Manometer, U Tube Differential Manometer and Inverted U Tube Differential Manometer, Bourdon Tube Pressure Gauge

Unit – II Hydrostatics

2.1 Definition of Hydrostatics, Total Pressure and Centre of Pressure :Concept and Applications.

2.2 Total Hydrostatic Pressure and Center of Pressure :on:Horizontally, Vertically Immersed Surfaces: for rectangular, Triangular and Circular lamina.

2.3 Total Pressure and Center of Pressure using Pressure diagram on sides , bottom and partition wall of a tank .

Unit – III Hydro kinematics and Hydro dynamics

3.1 Types of Fluid Flow: Steady, unsteady, uniform, non uniform, laminar, turbulent, compressible and incompressible flow, Reynold’s number.

3.2 Discharge: Definition, Unit, Continuity Equation.

3.3 Energies associated with fluid flow: Potential, Kinetic, Pressure Energy and total energy.

3.4 Bernoulli’s Equation: Statement, Assumptions, Equation, Practical applications , Modified Bernoulli’s Theorem.

Unit – IV Flow through Pipes And Pumps

4.1 Major head loss in pipe: Frictional loss and its computation by Darcy Weisbach equation. (Simple Numericals on Darcy Weisbach equation)

4.2 Minor Energy (Head) losses in pipe: Sudden Enlargement, Sudden Contraction, loss of head at entrance of pipe, loss of head at exit of pipe, loss of head due to bend in pipes and fittings.

4.3 Flow through pipes in series, pipes in parallel and Dupit’s equation for equivalent pipe.

4.4 Hydraulic Gradient Line and Total Energy Line(No Numerical, only representative Diagram).

4.5 Discharge measuring device for pipe flow: Venturimeter, Construction and working.

4.6 Discharge measuring for a tank: using Orifice, Hydraulic Coefficients of Orifice.

4.7 Pump: Types of pump :Centrifugal, Reciprocating pumps and Submersible pumps.

4.8 Centrifugal pump: Component parts and working.

4.9 Types of heads :Suction head, delivery head, static head and Manometric head.

4.10 Compute power requirement of Centrifugal Pump

Unit – V Flow through Open Channel

5.1 Geometrical properties of Channel section: Wetted area, Wetted perimeter, Hydraulic Radius for Rectangular and Trapezoidal Channel section.

5.2 Determination of discharge by Chezy’s equation and Manning’s equation.

5.3 Conditions for most economical rectangular and trapezoidal channel section.

5.4 Discharge Measuring Devices: ‘V’ Notches and Rectangular Notches.

5.5 Velocity measurement devices: Floats, Pitot tube.

MSBTE 314313 ESTIMATING, COSTING AND VALUATION Syllabus

Course Title : ESTIMATING, COSTING AND VALUATION

Course Code : 314313

Unit – I Basics of Estimating and costing

1.1 Introduction: Estimating, Types and purpose, costing, Administrative Approval, Technical Sanction and Budget provision.

1.2 Roles and responsibility of Estimator.

1.3 SSR: Meaning, Purpose, Checklist and Detailed Specification of items of work in load bearing and framed structure as per the Execution.

1.4 Modes of measurement and desired accuracy in measurements of different items of work as per IS: 1200.

1.5 Rules for deduction in Masonry work, Plastering and Pointing and Painting work as per IS: 1200.

1.6 Standard formats of Measurement sheet, Abstract sheet, Face sheet.

Unit – II Approximate Estimate

2.1 Approximate estimate: Definition, Purpose, types.

2.2 Methods of approximate estimate: Service unit method, Plinth area rate method, Cubical content method, Typical bay method, Approximate quantity method. (Numerical on any one method out of Service unit method, Plinth area rate method, Typical bay method).

2.3 Approximate estimate for roads, Railways, bridges/culvert, irrigation projects and water supply projects.

Unit – III Preparation of Detailed Estimate

3.1 Detailed Estimate: Definition and Purpose, Data required for detailed estimate, Procedure of preparation of detailed estimate, taking out quantities and Abstracting in prescribed format.

3.2 Types and Uses of detailed Estimates: Revised estimate, supplementary estimate, revised and supplementary estimate, repair and maintenance estimate.

3.3 Methods of Detailed Estimate- a) Unit quantity method and total quantity method. b) Long wall and Short wall method (out to out and in to in method or PWD method), Centre line method.

3.4 Calculate the quantities of the given items for the given load bearing structure.

3.5 Calculate the quantities of the given items for the given RCC framed structure.

3.6 Bar bending schedule, Rebar: Meaning, Purposes.

3.7 Steel requirement for footing, column, beam, Lintel, chajja and slab, Determination of rebar quantities as per IS 2502:1963.

3.8 Provisions in detailed estimate: contingencies, work charged establishment, centage charges, water supply and sanitary Charges and electrification charges.

3.9 Earthwork : Quantities for roads, Bunds and canal by Mid sectional area method, Mean sectional area method, Prismoidal formula method and trapezoidal formula method.

Unit – IV Rate Analysis

4.1 Rate Analysis: Definition, purpose, importance and factors affecting.

4.2 Sundry Expenses: Lead (Standard and Extra), lift, overhead charges, water charges and contractors profit.

4.3 Procedure of rate analysis market rate determination etc.

4.4 Task work- Definition, factors Affecting, types, Task work of different skilled labor for different items.

4.5 Categories of labors, their daily wages, types and number of labors for different items of work.

4.6 Preparing rate analysis of different items of work: PCC, RCC work in (column, beam, lintel, slab), brick masonry, stone masonry, Vitrified tile flooring, plastering.

Unit – V Valuation

5.1 Definition and purpose of Valuation, role of valuer.

5.2 Define: Cost, Price and Value, Characteristics of Value, Factors Affecting Value.

5.3 Types of Value: Book Value, Scrap Value, Salvage Value, Speculative Value, Distress Value, Market Value, monopoly Value, Sentimental Value.

5.4 Depreciation, Obsolescence, Sinking Fund. Methods of Calculation of Depreciation : Straight Line Method, Sinking Fund Method, Constant Percentage Method.

5.5 Computation of capitalized value, Gross income, Outgoings, Net Income, Year Purchase, Types of outgoings.

5.6 Fixation of rent as per PWD Norms and Practice.

5.7 Lease : types of lease, lease hold property and free hold property, Mortgage : Mortgage deed, precautions to be taken while making mortgage.

MSBTE 314314 WATER AND WASTEWATER ENGINEERING Syllabus

Course Title : WATER AND WASTEWATER ENGINEERING

Course Code : 314314

Unit – I Sources, Characteristics and Demand of Water

1.1 Sources of water: Surface and Subsurface sources of water. Intake Structures: Definition, types and factors governing the location.

1.2 Demand of water: Need to protect water supplies, Demand of water: Definition, Types, Factors affecting, rate and variations in water demands. Forecasting of population: Introduction and Methods, (Numerical based on Arithmetical Increase, geometrical decrease & Incremental increase only). Design period, estimating of demand of water supply required for city or town.

1.3 Characteristics and testing of water: Need for analysis of water, Physical, Chemical and Biological properties of water. Testing of water for Total solids, hardness, chlorides, Dissolved Oxygen, pH, Fluoride, Nitrogen and its compounds, Bacteriological tests, E. coli, B. coli index, MPN. Sampling of Water: Single & Grab. Water quality standards as per (I.S. 10500:2012).

Unit – II Purification of Water

2.1 Purification of Water: Flow diagram of water supply scheme, function of units of water supply scheme. Screening – Types, functions and suitability. Aeration – objects and methods of aeration. Plain sedimentation, Sedimentation with coagulation, principles of coagulation, types of coagulants, (IKS*: Alum is placed in clay water pot) Jar Test, process of coagulation, types of sedimentation tanks. Clariflocculator – Principle and working with diagram.

2.2 Filtration: Theory of filtration, classification of filters – slow sand filter, rapid sand filter, pressure filter, construction and working of slow sand filter and rapid sand filter.

2.3 Disinfection: Objects, methods of disinfection, Chlorination- Application of chlorine, forms of chlorination, types of chlorination practices, residual chlorine and its importance, orthotolidine test.

2.4 Water Softening Methods: Need and necessity of Water softening, lime soda process and zeolite process. De-fluoridation techniques.

2.5 Advanced Water Treatments: Electrolysis, Reverse Osmosis.

Unit – III Water Distribution System

3.1 Conveyance: Pipes – Types, Choice of materials, Joints and valves – Types, location and functions.

3.2 Distribution methods: Methods – Gravity, pumping, and combined system, suitability, advantages and disadvantages. (IKS* Harappa and Mohenjo-daro, Katraj lake-Shaniwar wada, Nahr-e-Ambari water course) Service reservoirs – types and functions.

3.3 Pipe Network System: Dead end system, grid iron system, circular system, radial system – their suitability, advantages and disadvantages.

Unit – IV Building Sanitation System

4.1 Building Sanitation: Necessity of sanitation, Necessity to treat domestic sewage, Definitions: Sewage, sullage, types of sewage, Water pipe, Rain water pipe, Soil pipe, Sullage pipe, Vent pipe, Building sanitary fittings – Water closet (Indian and European type), flushing cistern, wash basin, sinks, Urinals. Traps: Types, quality and function.

4.2 Systems of plumbing: One pipe, two pipe, single stack, choice of system, Principles regarding design of building drainage, layout plan for building sanitary fittings (drainage plan), Inspection and junction chambers- necessity, location, size and shape, Maintenance of sanitary units such as wash basin, sink, traps and chambers.

4.3 Systems of Sewerage: Introduction, Systems of sewerage: Separate, Partially Separated and Combined.

4.4 Sewer Appurtenances: Definition, Types of Sewers, Design of sewers, Self cleansing velocity and non scouring velocity, Laying, Testing and maintenance of sewers, Cleaning of municipal sewers before and after monsoon, Manholes and Drop Manhole – component parts, location, spacing, construction details. Sewer Inlets, Street Inlets.

Unit – V Sewage Treatment System

5.1 Analysis of sewage: Characteristics of sewage, D.O., B.O.D., C.O.D. and its significance,Aerobic and anaerobic process, Maharashtra Pollution Control Board Norms for the discharge of treated sewage, Purposes of sewage treatment.

5.2 Treatment of Sewage: Flow diagram, Screening, Grit removal, Skimming, Sedimentation of sewage, Sludge digestion, Trickling filters, Activated sludge process. Disposal of sewage, Oxidation pond, Oxidation ditch.

5.3 Septic tank & soak pit: Principle, Construction, Working and Maintenance.

5.4 Recycling and Reuse of domestic wastewater: Necessity, Advantages, Disadvantages, methods and uses.

MSBTE 314315 GEOTECHNICAL ENGINEERING

Course Title : GEOTECHNICAL ENGINEERING

Course Code : 314315

Unit – I Overview of geology and geotechnical engineering

1.1 Introduction to Geology: Branches, importance of geology, composition of earth.

1.2 Petrology: Definition of a rock, classification based on their genesis (mode of origin), formation, classification and engineering uses of igneous, sedimentary and metamorphic rocks. (IKS*: Sun temple of Konark made up of Chlorite, Laterite, Khondalite stones)

1.3 IS definition of soil, Importance of soil in Civil Engineering as construction material for foundation bed of structures.

1.4 Field applications of geotechnical engineering for foundation design, pavement design, design of earth retaining structures, design of earthen dam.

Unit – II Physical and Index Properties of Soil

2.1 Physical Properties: Soil as a three phase system, water content, void ratio, porosity and degree of saturation, density index, unit weight of soil mass; bulk unit weight, dry unit weight, unit weight of solids, saturated unit weight, submerged unit weight, specific gravity

2.2 Determination of Index Properties of Soil: determination of water content by oven drying method as per IS code, determination of bulk unit weight and dry unit weight by core cutter method and sand replacement method as per IS code, determination of specific gravity by pycnometer.

2.3 Particle size distribution, mechanical sieve analysis as per IS code, particle size distribution curve, effective diameter of soil, Uniformity coefficient and coefficient of curvature, well graded and uniformly graded soils, particle size. classification of soils, I.S. classification of soil.

2.4 Consistency of soil: Stages of consistency, Atterberg’s limits of consistency viz. Liquid limit, plastic limit and shrinkage limit, plasticity index, determination of liquid limit, plastic limit

Unit – III Permeability and Shear Strength of Soil

3.1 Definition of permeability, Darcy’s law of permeability, coefficient of permeability, factors affecting permeability, determination of coefficient of permeability by constant head and falling head permeability tests, simple problems to determine coefficient of permeability.

3.2 Seepage through earthen structures, seepage velocity, seepage pressure, phreatic line, flow lines, application of flow net, (No numerical problems.)

3.3 Shear failure of soil, field situation of shear failure, concept of shear strength of soil, components of shearing resistance of soil – cohesion, internal friction. Mohr-coulomb failure theory, Strength envelope, strength Equation for purely cohesive and cohesion less soils.

3.4 Laboratory methods: Direct shear test, vane shear test (Numerical on direct shear test only)

Unit – IV Compaction and Stabilization of soil

4.1 Concept of compaction, purpose of compaction, field situations where compaction is required, Standard proctor test – test procedure as per IS code, Compaction curve, optimum moisture content, maximum dry density, Zero air voids line, Modified proctor test, factors affecting compaction, field methods of compaction : rolling, ramming and vibration, concept of consolidation, difference between compaction and consolidation.

4.2 Concept of soil stabilization, necessity of soil stabilization

4.3 California bearing ratio, C.B.R. test, interpretation of C.B.R. values.

4.4 Definition of earth pressure, lateral earth pressure at rest, active earth pressure and passive earth pressure with no surcharge condition, coefficient of earth pressure, Rankine’s theory and its assumptions.

Unit – V Site Investigation and Bearing Capacity of Soil

5.1 Site Investigation: Necessity of site investigation and sub-soil exploration, types of exploration, criteria for deciding the location and number of test pits and bores. Field identification of soil: dry strength test, dilatancy test and toughness test, Determination of free swell index.

5.2 Bearing capacity: Definition of bearing capacity, ultimate bearing capacity, safe bearing capacity and allowable bearing pressure, Introduction to Terzaghi’s analysis and its assumptions (No Numerical). Types of failures in soil: general, local and punching shear failure, effect of water table on bearing capacity.

5.3 Field methods for determination of bearing capacity – Plate load test and standard penetration test. Test procedures as Per IS: 1888 & IS:2131