SYLLABUS FOR III SEMESTER B.E.
CIVIL / STRUCTURAL ENGINEERING
3CE01/ 3ST01
APPLIED MATHEMATICS- III L: 3 hr.,T:1 hr. per week
UNIT –I
Fourier Series: Periodic function and their Fourier expansion, even and odd functions,
change of interval, half range expansion.
(6)
UNIT- II
Partial Differential Equation: Partial Differential Equation of first order degree i.e.
LaGrange’s form, Linear homogeneous p.d.e of nth order with constant coefficient
method of separation of variables. Applications to simple problems of vibration of strings
& beams, elementary concept of double Fourier series & their applications to simple
problem of vibration of rectangular membrane.
(8)
UNIT-III
Calculus of Variations: Maxima & Minima of functions, variation & its properties, Euler’s
equation, functionals dependent on first and second order Derivatives. The Rayleigh –
Ritz method, simple applications.
(6)
UNIT- IV
Matrices: Inverse of matrix by adjoint method & its use in solving simultaneous equations,
rank of a matrix, consistency of system of equation, inverse of matrix by partitions
method. Linear dependence, Linear & orthogonal transformations. Characteristics
equations, Eigen values and Eigen vectors. Reduction to diagonal form, Cayley-Hamiltone
Theorem (without proof) statement & verification, Sylvestor’s theorem, Quadric form
transformation of co- ordinates, transformation of forces and couples association of
matrices with liner differential equation of second order with constant coefficient.
(10)
UNIT-V
Numerical Methods: Errors in numerical calculation, Errors in series approximation.
Rounding of error solutions of algebraic and transcendental equations. Iteration method,
Bisection method, False position method, Newton Rapphson method and their
convergence, Solution of System of linear equation, Gauss elimination method, Gauss
Jordan method, Gauss Seidel method, Crouts method & relaxation method. Numerical
solution of ordinary differential equation by Taylor’s series method, Picard's method,
Runge Kutta method, Euler modified method, Milene’s Predictor method.
UNIT- VI
6) Introduction to optimization techniques, Linear programming – simplex method
Text Books:
1. Advanced Engineering Mathematics: Kreyszig
2. Higher Engineering Mathematics : B.S. Grewal
3. Introductory methods of numerical analysis by: S.S. Sastri.
3 CE 2 / 3STO2
STRENGTH OF MATERIALS
UNIT – I
Mechanical properties and uniaxial problems:
Types of force distribution, concept of stress and strain, stress strain behavior of ductile
and brittle material in uniaxial state of stress. Elastic, plastic and strain hardened zones
stress – strain relations, elastic constants, relation between elastic constants.
Uniaxial loading and deformation of simple cases of statically indeterminate problems
under axial loading.
Thin walled pressure vessel, cylindrical and spherical subjected to internal pressure
UNIT II
Axial force, shear forces and bending moment diagram
Concept of free body diagram, types of loads determination of axial forces and Bending
moment at a section Axial forces and bending moment at a section. Axial forces SF and
BM diagram in beams and simple frames differential relation between shear force and
bending moment, Relation between load and shear force
UNIT III
Stresses in beam
Bending stresses in simple beam. Assumptions and derivation of simple bending
Theory relation between bending moment bending stress and curvature
Homogeneous and composite beams.
Shear stresses in simple beams, shear flow and shear stress distribution, shear
Stress in composite beams.
Combine effect of BM and axial force.
UNIT – IV
Torsion of Shaft
Torsion of circular sections, assumptions and derivation of relations between
torsional moment, shear stresses and angle of twist. Torsional stress in slid and
Circular sections, torsion in thin walled hollow section closely coiled helical
Springs. Leaf spring.
UNIT – V
Deflection of Beams
Derivation of differential equation of moment curvature relation, differential
Equation relating deflection and moment shear and load Deflecting of simple
beams by integration.
UNIT – VI
State of stress In Two Dimensions
State of stress in two dimensions, differential equation of equilibrium, transformation of
stresses , principal stresses, maximum shear stresses, Mohr’s circle, combined bending
and torsion, combined effect of Torsion and Shear.
Shear flow in thin walled sections, concept of shear center of thin walled section,
Unsymmetrical bending.
Reference:
1.
2.
Strength of Materials ( Vol. 1 & 2) S.P. Timoshenko
Strength of Materials – Singer.
PRACTICALS
(Minimum any Ten Experiments)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
Study of strain measuring instruments mechanical, electrical types.
Tension test on metals.
Hardness test on metals.
Torsion test on metals.
Impact test metals.
Transverse test on beams including deflections.
Compression Test on Bricks & Stones.
Measurement of static strains using electrical resistance gauges.
Verification of S.T. in beams.
Shear center.
Deflection of springs.
Bricks: Absorption Test, Dimension Test, Crushing strength, Efflorescence.
Tiles: Flooring Transverse strength, water absorption, Abrasion test.
Timber: Moisture content, strength parallel and to grain-transverse strength.
Notch Bar Test for toughness of metals.
3 CE03 FLUID MECHNICS – I
UNIT – I
1.
Fluids and Their Properties:
Definition of fluid. Difference between solids, liquids and gas a fluid
properties mass density, specific weight and specific gravity, viscosity, Newtons
equation, coefficients of dynamic and kinematic viscosity, Rheological Diagram,Ideal
and real fluids. Compressibility and bulk modulus. Surface tension capillarity, pressure
inside a bulb and cylindrical jet vapour pressure and cavitation. Effect of pressure and
temperature on fluid properties.
2.
Fluids Pressure and Its Properties:
Fluid pressure, law of fluid pressure, variation of fluid pressure with depth, pressure and
head, Atmospheric pressure and vacuum. Gauge and absolute pressures. Pressure
measurement open and differential manometers.
UNIT – II
3.
Hydrostatics:
Total hydrostatics pressure on plans and curved surface. Center of Pressure. Fluids in
relative equilibrium fluid masses subjected to horizontal vertical and inclined acceleration.
4.
Buoyancy and Floatation:
Buoyant force and centre of buoyancy. Archimedas principle. Metacentre, its
determination by analytical and experimental methods. Stability of floating bodies and
three states of equilibrium.
UNIT – III
5
Fundamentals of Fluid Flow – I: Kinematics of Flow:
Velocity its variation with space and time. Steady unsteady, uniform
Non–uniform. One two and three dimensional rotation, irrotational flow. Acceleration of
fluid particles, Normal and tangential acceleration.
Streamline, path line, streak line, Lagrangian and Eularian approaches in fluid flow
description.
Equation of continuity in Cartesians co-ordinates stream functions, velocity potential and
potential flow Relationship between stream function and velocity potential, flow nets
circulation, vorticity, source and sink. Free and forced vertices.
UNIT – IV
6.
Fundamental of Fluid Flow - II: Kinetic of Flow:
Poreas influencing motion, Eulers equations of motion, Navier – stokes,
Reynolds Equation. Bernoulli’s equation, Assumptions, derivation, limitation and
application, Kinetic energy correction factor.
Momentum equation, impact of jets, force plates pipe bends and closed conduits,
momentum Venturimeter, orifice meter and flow nozzles.
7.
Fluid Measurement - I:
Velocity measurement: Pitot tube, pitot – static tube and Prandtl tube.
Discharge measurement, venturimeter, orifice meter and flow nozzles,
UNIT – V
8.
Fluid Measurement-II
Orifice and mouthpieces, orifice: definition types, hydraulic coefficient factors affecting
them and their experimental determination. Large orifice and submerged orifices, time for
emptying tank by orifice mouth piece: definition and utility, external and mouth piece,
running free and running full pressure at vena contracta, coefficient of discharge.
9
Flow measurement and control
Definition, types, rectangular, triangular and trapezoidal, end contraction
coefficient of discharge and its determination. Error in measurement in head. Velocity of
approach and its effects, Cippoletti, Broad crested and submerged weirs.
Notches and weirs:
UNIT – V
10
Dimensional analysis and theory of models:
Dimensional analysis: Definition and use, fundaments and derived dimensions, dimension
analysis by Raleigh and Bunckinham's PI methods. Similitude geometric, kinematic and
dynamic similarities. Predominant force, force ration, dimensionless numbers and their
significance.
11
Behaviour of real flows:
Viscous flow, laminar and turbulent flow, Renaults apparatus, Critical velocity. Reynoulds
Number, simple problems on the determination of laminar and turbulent flow in pipes.
Practicals
A minimum of ten practicals from the list given below shall be performed.
1
Determination metacentric height
2
Verification Bernoulli’s theorem
3
Impact of jets
4
Determination of loss coefficient for pipes, expansion, contraction, bends, elbows
etc.
5
Velocity measurement by Pitot tube, pitot static tube, current meter
6
Discharge measurement by venturimeter- determination of meter coefficient
7
Discharge measurement by pipe orifice, determination of Cd
8
Determination of hydraulic coefficient of a sharp edged circular orifice
9
Determination Cd of an external cylindrical mouth piece
10
Flow over a rectangular notch: Determination of Cd
11
Flow over a rectangular notch: Determination of K and in Q-Kh
12
Study of status of flow using Reynolds Apparatus.
3CE04 GEOTECHNICAL ENGG. – I
UNIT – I
1.
Introduction:
Formation of soil, residual & transported soil, soil, solids generally used in
practice such as sand, gravel, organic silt, clay, Bentonite, Hard pan cellche, peat ;
loass, black cotton soil etc.
2.
Phases of Soil:
Various soil weight & volume inter – relationship. Density indices, methods of
determining in situ density.
UNIT - II
Index Properties & Their Determination
Water content, specific gravity, sieve analysis, particle size distribution curve,
sedimentation analysis, Differential and free swell value.
Consistence of soil – Atterberge limits, determination, soil structures and application.
3.
Classification of Soil:
Criteria of classification particle size classification, Textural classification, Unified
& I.S. classification system field identification Expansive solid their
indentification and related problems.
UNIT – III
4.
Premebility:
Darcv’s law & its validity, Discharge & seepage velocity, factors affecting
Permeability, Determination of co-efficients of permeability by Laboratory and
field methods, permeability of stratified soil.
5.
Seepage:
Seepage pressure, quick condition, flownets, Laplace equation, method to draw
Flownets, characteristics & uses of flownets characteristics & uses of flownets,
preliminary problems of discharge estimation or homogeneous soils, Effective
Neural and total stresses in soil mass.
UNIT – IV
6.
Stress Distribution:
Stress distribution in soil mass Boussinesque
rectangular & circular areas, Newmarks charts.
point load, Uniformly loaded
UNIT - V
7.
Consolidation:
Compression of laterally confined soil Terzaghis* 1 – D consolidation theory
(formation of Differential equation) determination of coefficient of consolidation,
degree of consolidation. Determination of preconsolidation pressure, settlement,
rate of settlement.
8.
Compaction:
Mechanics of compaction factors affecting compaction standard & modified
proctot Tests OMC field compaction equipment quality control.
UNIT – VI
9.
Shear Strength :
Introduction, Mohrs diagram, Mohr Coloumbs theory, Measurment of Shear
strength by direct shear test, triaxial test unconfined compression test, vane shear
test, sensitivity.
10.
Mechanical Soil Stabilization:
Blending of soils, P.I. Concept.
Practical:
These shall comprise of ten experiments and terms work to be presented in the
form of journal for assessment of sessional and practical examination.
A.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
List of Experiments:
Moisture content.
Specific gravity of soil
Grain size Analysis – ( Sieve Analysis )
Atterbarge Limits
Permeability by constant head of falling head.
Proctors compection Test.
Field Density determination sand replacement method.
Field Density determination core cutter method.
Unconfined compression test.
Direct shear Test.
Triaxial Comprassion test ( Demonstration)
Strength test on Blend soil.
To find F.S.W. and D.F.S. of soil.Identification of swelling Soil.
B.
One field visit & its report to be included in journal.
SCE05
ENGINEERING GEOLOGY
UNIT – I
1.
Indian Geology:
Principals of stratography & the geologic time scale, Physiographic and tactonic
divisions of India, Introduction to the stratography of India.
2.
Geomorphology:
Geomorphology processes, External and internal agents, Geological action of
Wind, glaciars, running water and oceans and the resulting landforms, Geomorphic
forms and their consideration in engineering structures.
UNIT – II
3.
Structural Geology:
Deformation of rocks, foldsparts of fold, nomenclature & classification, effects on
outcrops, identification joints, Defination, nomenclature and classification. Faults,
Terminology nomenclature and classification. Effect on outcrops, Recognition of
faults, outliner & inliner, Problems on dip, strikes, thickness and depth of rock
strata.
UNIT - III
4.
Mineralogy:
Defination and classification of minerals, Isomorphism, polymorphism and
pseudomorphism, General chemical and physical characters of the following
mineral groups, Silica, Feldspar, olivins, Pyraxene, Amphybole Mica, Peilpathoid
and clay.
Petrology:
Rock cycle Igneous rocks + Magma and formation of igneoous rocks, Textures and
structures. Forms and tabular classification of igneous rocks. Sedimentary rocks:
Weathering, Soils, soil profile and soil types, Erosion,Transportation and deposition of
sediments, Sedimentary Environments, Classification of sedimentary rocks. Matamorphic
rocks: Definations & agents of metemorghism Types of metamorphism rocks Zones &
grades of metamorphism, metasomatism anataxis.
UNIT – IV
5.
Engineering Geology:
Application of geology to Civil Engineering projects engineering properties of
rocks. Engineering considerations of structures of rocks. Rock as a construction
meterial building stone, road metal ballest.
Surface and sub-surface geotechnical investigation Geological mapping sampling,
drilling, photogeology geophysical methods.
Application of geology to the location, design and construction of dams and
hydraulic structures, bridges, tunnels.
UNIT – V
6.
General Geology:
Defination and scopes of geology, Earth in relation to the Universe, gross features
and internal structures of the earth. Introduction to continental draft and plate
tactonies. Isostasy and deastrophism.
(i)
Volcanoes and their products
(ii)
Earthquake Engineering: Earthquake waves, causes and effects, magnitude
and intensity earthquakes zones of India, asomic structures.
UNIT – VI
(iii)
(iv)
(v)
Geohydrology: Hydrologic cycle: Occurance and distribution of ground water,
Water table and water table maps. Acqucludes, Acquifuges and aoguitards
confined and unconfined ground water, springs and gaymeres I, Cprtamce and
grapidm water stidoes on Civil Engineering Works
Stability of slopes and Landelides causes of lanoslides and their prevention.
Environmental aspects of geology.
Laboratory Work:
1.
Megascopic study of the following minerals:
Quarts and its variatias, Opal, Orthelease, Microline, Plaqioclasem nephaline
olivine, augite, hornblande muscovite biotote, serpentine, asbastons, chlorite,
talezeqlite, gypsum, calcite, dolomite, fluroite, apatite topas, corundum, beryl,
tourmaline agrnet, Ryanite, apidote, bauzite, iaterite, clay, coal, magnatite,
hematie, limonite, ochre, galene, spheferrite, chalacopyrite, purits, Malachite,
azurite, pyrolusite, pailomelene.
2.
Magascopic study of the following rocks:
(a) Igeous Rocks + Granite, granodiorite, diorite syenite, gabbro, anorthosite
periodotite, dunite pagmiatite, aplite, rhyolite, andesite, basalt, pymics
obaidian.
(b) Sedimentary Rocks: Conglomerate, bareceia, grit arkose, sandstone,
greywacks, sphals, Lim stone.
(c) Mathamorphic Rocks: slate phylite, Schist,Gneise Ganulite, eclogfte
horbblends schist, Amphibolite marble, quartizite.
3.
Geological map reading: strike, dip, outcrop, Construction or cross section of
simple geological maps depicting structures like Unconfirmity, intrusives, folds,
faults etc. and some maps with engineering problems – Abut 10 maps.
Field Work:
1.
2.
3.
Use of clinometer – compass in geological mapping.
Local geological fieldwork to identify and interprete geomorphic and geological
features.
Visits to site of engineering structures to study the bearing of geological features in
them.
Excursion be conducted under the guidance and supervision of the teaching staff and
preliminary report on geological excursion shall be submitted by the students.
The report shall be value and the marks shall be included in the sessional marks for
practicals.
3CE06 / 3STO6
COMPUTER PROGRAMMING
PROGRAMMING IN FORTRAN – 95
UNIT – I
Introduction
Introduction to computer flowchart, Fortran character, set coding format, constants and
variables, hierarchy of arithmetic operation.Arithmetic
expression and statements,
relational and logical operator and expressions, Built – in – functions.
Input / output: Format Statements.
UNIT – II:
Control Statement:
Type declaration, Subscripted variable, Dimensions, Double Precision, GOTO, IF, DO
statement, PAUSE, STOP and END Statements.
UNIT – III
Advanced Topics:
Functions & Subroutines, RETURN, COMMON STATEMENT, BLOCK DATA
SUBPROGRAMS.
UNIT – IV
Advanced topics such as MODULES TYPES, INTERFACE, and POINTERS. File
handling.
References:
1.
Computers programming with FORTRAN – 95 V. Rajaraman.
2.
Computers programming with FORTRAN – 95, Schaum Series.
3.
FORTRAN Manuals from Lahey s and Digital Fortran Compilers.
SYLLABUS FOR IV Sem. B.E. (CIVIL) EXAMINATIONS
CE01/ 4 ST01 STRUCTRAL ANALYSIS – I
UNIT – I
Analysis of fixed and continues beams by theorem of three moments effect of sinking
of support.
UNIT – II
Analysis of continues beams and simple portals ( Non sway) using Moment
Distribution methods.
UNIT – III
Analysis of loads on simply supported beams with concentrated and uniformly
distributed loads, maximum B.M. and S.F.
Influence lines for reactions, bending moments and shear forces in simply supported
beams ,cantilevers and beams with overhangs.
Influence lines for forces in members of simple trusses and for BM and SF in panels
of simple trusses.
UNIT – IV
Strain energy method as applied to the analysis of redundant frames and redundant
trusses up to tow degrees. Determination of deflection of trusses . Willot Mohr
digram, Castiglanos theorems, Maxwells reciprocal theorem . Battis theorem.
UNIT – V
Bucking of Columns and beams columns , Eulers and Rankines formula.
Analysis of Two- Hinged arches , S.F. and normal thrust , parabolic arches.
UNIT- VI
Slope deflection method as applied to indeterminate beams & continues beams portal
frames, frame with inclined legs upto 3 degrees of freedom.
Reference :
1.
2.
Theory of Structures S. P. Timoshenko.
Structural Analysis.
V Semester B.E. (Civil)
5CE01 \ 5ST01 STEEL STRUCTURES
(3L +1T+2D)
SECTION –A
UNIT - I
1. Steel as a structural material, various grades of structural steel, properties,
various rolled steel sections (including cold formed sections, structural pipe
(tube) sections) and their properties. Introduction to I.S. 800,808,816,875
etc.
(8)
2. Design of axially loaded members : (a) Tension members,
(b) Compression members
(9)
3. Design of roof truss : Load assessment for DL, LL and WL.
(6)
UNIT - II
4. Design of simple built up beams : Laterally restrained and unrestrained,
(symmetrical as well as unsymmetrical section). Curtailment of flange plates.
(10)
SECTION B
UNIT - III
5. Design of welded plate girder, concept of gantry girder.
(8)
6. Design of single rolled steel section column subjected to axial load and
biaxial moment including base design
(8)
7. Design of axially loaded built up columns. Laced and battened (Column bases
slab base gusseted base moment resistant bases)
(9)
UNIT - IV
8. Structural Fasteners :
A) Behavior of bolted and welded
permissible stresses), failure of
strength of weld. Efficiency of
connections. Moment resistant
torsion)
connections (types, Designations, properties,
bolted and welded joints. Strength of bolt and
joints. Design of simple bolded and welded
bolted and welded connection. (bending and
(6)
B) Design of connection Beam to beam, beam to column-framed connection.
Term Work
Minimum two design assignments based on above topics along with the detailed
structural drawings on A2 size sheets.
Practical Examination shall be based on the above Practical work.
VI SEMESTER B.E. CIVIL
6CE01 / 6ST01 Structural Analysis – II
(3L + 1T + 2P)
SECTION –A
UNIT – I
1. Kanis Method applied to symmetrical and unsymmetrical frames with sway (Up to
single bay Two storey)
UNIT – II
2. Approximate method of Structural analsis for multi- storeyed frames with lateral loads
(Portal and Cantilever method), Approximate methods for vertical loads i.e. Substitute
frame method etc.(Max. three bay three storey)
UNIT III
3. Column Analogy method , Application to beams , Calculations of Stiffness factors and
carry over factors for non-prismatic method , Analysis of non-prismatic fixed beams.
SECTION – B
UNIT – IV
4. a) Introduction to Flexibility Method of structural analysis , influence coefficient ,
Choise of base determinate structure and redundant forces , compatibility equations.
Hand solution of simple beam problems.
b) Moment distribution applied to frames with sway (up to single storey two bay)
UNIT – V
5. strain energy method applied to simple composite structures (Simple problems),
Introduction to basic theory of elasticity , Concept of stress , strains, strain displacement
relationship , equation of equilibrium , boundary conditions , generalized Hooks low ,
plane stress and plane strain problems.
UNIT – VI
6. Theory of photoelasticity applied to beams. Study of various types of strain gauges ,
Analysis of strains by stain gauges.
PRACTICALS:
Minimum 10 of the following:
1. To find the slope & deflection of continuous beam .
2. To find the value of Flexural rigidity (EI) for a given beams & compare with
theoretical value.
3. To determine the moment required to produce a given rotation at one end of a
beam when the other end is pinned , fixed.
4. To study the behavior of different types of struts and to calculate the Eulers
Buckling load for each case.
5. To verify Maxwell’s reciprocal theorem for beam.
6. To measure the strain in the cantilever beam with the help of acoustic strain
gauge.
7. Study of various type of strain gauges.
8. Plotting of influence line by making use of Muller – Breslau principle.
9. Determination of deflection of Trusses by Willot Mohars Diagram.
VII Semester B.E. (Civil)
7CE02
ADVANCED CONCRETE STRUCTURES
SECTION A
(Three questions of 13/14 marks are to be answered out of six questions of 13/14 marks to be set on UNITS I to
III)
UNIT – I
1. Limit state of collapse and flexure: Analysis and design of doubly reinforced rectangular, Tee
and L- sections.
(4)
2. Limit state of collapse in torsion: Concept of interaction of torsion, shear and flexure.
Analysis and design of rectangular section for torsion shear and flexure.
(3)
3. Limit state of serviceability: Deflection calculations for beams and one-way slabs.
(3)
UNIT – II
4. Analysis and design for columns subjected to biaxial moments. Design of long columns.(5)
5. Design of isolated footings for uniaxial and biaxial bending for square, rectangular and
circular.
(5)
UNIT – III
6. Moment redistribution: Analysis and design of fixed beam, propped cantilever, two-span
symmetric continuous beam.
(10)
SECTION B
(Two questions of 20 marks are to be answered out of Three questions of 20 marks to be set on
UNITS IV to V)
UNIT – IV (with LSM)
7. Analysis and design of portal frames (single bay single story) hinged or fixed at base. Design
of hinge and design of foundation.
(5)
8. Design of combined footing.
I ] Rectangular footing
II] Strap beam footing.
III] Trapezoidal footing.
IV] Raft footing.
(10)
UNIT – V (with LSM)
9. Design of RCC Two way slab with various end conditions using IS 456-2000 coefficients.(5)
10. Design of RCC cantilever and counterfort retaining walls.
(10)
PRACTICALS
Practical work shall consist of
1. Design assignments with detailed drawing on A-2 size drawing sheets and detailed calculations in
journal.
I] Two way slab with various end conditions.
8CE01
ESTIMATING & COSTING
(3L + 1T + 4P)
SECTION-A
Unit I
1. General: Importance of the subject, purpose of quantity estimates, Mode
and unit of measurement as per I.S.1200. Methods and Stages of
estimates. Item of a work and Description of an item of work, Approximate
estimation of Civil Engineering Works. [5]
2. Proposal and Development of Project, Nature of contract between
owner and Architect / Engineer, Duties and Liabilities of Architect /
Engineer, Architect’s / Engineers normal professional services, Various
important terminology required like Work charged establishment, muster
roll, contingencies, cent age charges, measurement book, overheads etc.
[7]
Unit II
3. Quantity and cost estimates:
(a) Methods of detailed estimates, forms used for detailed estimates,
Working out the quantities of various materials required for
construction of various Civil Engineering Works, Building, Culverts,
Hydraulic Structures, Water supply and Sanitary works, road works,
retaining walls, water Tanks etc.
(b) Earthwork estimates in road (Including hill roads), canals, mass
excavation, mass haul curve
(c) Detailed estimates of Steel in RCC works, bar bending Schedule
[18]
SECTION – B
Unit III
4. Arranging Works : P.W.D. as the construction agency, method of
carrying out works, arranging contract works,pretender and contract
planning, tender notice, acceptance of tender, essentials of contract, type
of contracts, conditions of contract, contract documents, various
schedules in the tender document, measurement and payment to
contractor, Indian contract law, and the Engineering contract. Land
acquisition act, legal aspect of various contract provisions, arbitration. [10]
Unit IV
5. Specifications : Purpose and principles of specifications. Writing types of
specifications, writing an developing detailed specifications of Important
items. [5]
6. Cost Build up : Purpose and principles, Importance of Schedule of rates
(DSR) in Cost Estimates : Factors affecting analysis of rates, information
from National Building Organization. Task work, factors affecting task
work. Market rates, escalation. [5]
Unit V
7. Valuation: Purpose of valuation, Factors affecting value of property price
and cost, market value, potential value, sentimental value, scrap value,
reversionary value etc. Real Estate, Guide edged securities, Net and
Gross return, tenure of land, Valuation of land. Free hold and leasehold,
sinking fund, depreciation, Capitalised value, methods of valuation,
differed annuity. Time cost relationship, Valuation table, Rent fixation. [7]