INTEGRAL UNIVERSITY

LUCKNOW

SYLLABUS

OF

III Year

(V Semester & VI Semester)

B.TECH

CIVIL ENGINEERING

STUDY & EVALUATION SCHEME

Branch: Civil Engineering

Year – III Semester – V

SL.

NO.

CODE

NO. NAME OF SUBJECT

PERIODS EVALUATION SCHEME SUBJECT

TOTAL L T P SESSIONAL EXAM EXAM.

ESE CT TA TOTAL

01. ICE – 501 Structural Analysis-II 3 1 0 30 20 50 100 150

02. ICE – 502 Concrete Structure-I 3 1 0 30 20 50 100 150

03. ICE – 503 Transportation Engineering-I 3 1 0 30 20 50 100 150

04. ICE – 504 Geotechnical Engineering-I 3 1 0 30 20 50 100 150

05. ICE – 505 Engineering Geology 3 1 0 30 20 50 100 150

06. ICE – 506 *Maintenance and Rehabilitation of Structures 2 1 0 15 10 25 75 100

PRACTICAL/ DRAWING/ DESIGN

01. ICE – 551 Structural Analysis Lab 0 0 3 10 10 20 30 50

02. ICE – 552 Transportation Engineering Lab 0 0 3 10 10 20 30 50

03. ICE – 553 Survey Camp Two week Survey Camp during Vacation 50

04 ICE – 554 Engineering Geology Lab 0 0 3 10 10 20 30 50

05. GP – 501 General Proficiency -- -- -- -- -- 50 -- 50

Total 17 6 9 1100

Total Load = 32

TA – Teacher Assessment; ESE – End Semester Examination; CT – Cumulative Test.

Note: Duration of ESE shall be 03 (Three) hours per subjects.

*Duration of ESE shall be of 02 (Two) Hours.

Branch: Civil Engineering

Year – III Semester – VI

SL.

NO.

CODE

NO. NAME OF SUBJECT

PERIODS EVALUATION SCHEME SUBJECT

TOTAL L T P SESSIONAL EXAM EXAM.

ESE CT TA TOTAL

01. ICE – 601 Environmental Engineering-I 3 1 0 30 20 50 100 150

02. ICE – 602 Concrete Structure-II 3 1 0 30 20 50 100 150

03. ICE – 603 Transportation Engineering-II 3 1 0 30 20 50 100 150

04. ICE – 604 Geotechnical Engineering-II 3 1 0 30 20 50 100 150

05. ICE – 605 Estimation, Evaluation and Construction Management 3 1 0 30 20 50 100 150

06. ICE – 606 *Earth and Earth Retaining Structures 2 1 0 15 10 25 75 100

PRACTICAL/ DRAWING/ DESIGN

01. ICE – 651 Environmental Engineering Lab –I 0 0 3 10 10 20 30 50

02. ICE – 652 Structural Detailing Lab-I 0 0 3 10 10 20 30 50

03. ICE – 653 Geotechnical Engineering Lab 0 0 3 10 10 20 30 50

04. ICE – 654 Seminar 0 0 3 -- -- 50 -- 50

05.. GP – 601 General Proficiency -- -- -- -- -- 50 -- 50

Total 17 6 12 1100

Total Load = 35

TA – Teacher Assessment; ESE – End Semester Examination; CT – Cumulative Test.

Note: Duration of ESE shall be 03 (Three) hours per subjects.

*Duration of ESE shall be of 02 (Two) Hours.

STRUCTURAL ANALYSIS – II

ICE-501

L T P

3 1 0

UNIT – 1

Analysis of fixed beam, continuous beam and simple frames with or without translation of joints. Method of

consistent deformation, Slop deflection method, Moment distribution method, strain energy method.

(8)

UNIT – 2

Muller-Breslau’s principle and its application for drawing influence line for Indeterminate beams. Analysis

of two hinge arches, Influence line diagram for maximum bending moment, shear force and thrust. (8)

UNIT – 3

Suspension bridges, Analysis of cable with concentrated and continuous loadings, Analysis of two and three

hinge stiffening girder, Influence line diagram for maximum bending moment and shear force in the

stiffening girders. (8)

UNIT – 4

Basics of force and displacement matrix, matrix method for the analysis of beams, frames and trusses.

(8)

UNIT – 5

Basics of plastic analysis, Application of static and kinematics theorem of plastic analysis of beams and

frames. (8)

References:

1. Theory and analysis of structures, Vol. I & II by OP Jain, As Arya & BK Jain, Nem hand

Brothers, Roorkee.

2. Basic structural analysis by CS Reddy, TMH publishing Company Ltd. New Delhi.

3. Theory of Structures by S. Ramamrutham and R. Narayan, Dhanpat Rai Publishing Company,

Delhi.

4. Theory of structure by SP Timoshenko and young, Logakusha .Mc-Graw Hill publishing

Company Ltd. New Delhi.

5. Analysis of statically indeterminate structures P. Dayaratnam. Affiliated East-West press Pvt. Ltd.

6. Indeterminate structural Analysis C.K.Wang

7. Introduction to Matrix Methods of structural Analysis H.C. Martin

8. Matrix Analysis of Frame Structure by Weaver and Gere

9. Theory of structures Vol . II Vazirani and Ratwani

10. Fundamentals of Structural Mechanics and Analysis by M.L Gambhir, PHI Learning Private

Limited, New Delhi.

CONCRETE STRUCTURE–I

ICE-502

L T P

3 1 0

UNIT – 1

Attributes of Structural Design, Material properties of RCC Making materials, Basic design approach,

working stress & Limit state method of design. Assumptions, Analysis and Design of a rectangular singly

and doubly reinforced section by Working stress design method. (8)

UNIT – 2

Assumption in Limit state design method, codal recommendations, design of a rectangular singly & doubly

reinforced section, T & L sections by limit state method. (8)

UNIT – 3

Behavior of RC beams in shear, shear strength of beam with and without shear reinforcement, minimum &

maximum shear reinforcement, design of beam in shear using Limit state method. Nature of bond between

steel and concrete, development of bond stress in reinforcement, concept of development length and

anchorage, design of RC section in bond and calculation of development length using Limit state methods.

(8) UNIT – 4

One way solid slabs, simply supported and continuous. Two way slabs: simply supported and continuous.

Types of RCC stairs, loads and load effects on stairs, design of stairs spanning transversally &

longitudinally. Short term & long term deflections, calculation of total deflection & estimation of probable

maximum crack with using codal provisions & established theories. (8)

UNIT – 5

Classification of compression members, codal provisions relating to design of RC columns, effective length

of RC column, minimum eccentricity, design of Axially loaded ( tied and helically reinforced ) , uniaxially

loaded and biaxially loaded short columns by Limit state method. (8)

References:

1. Jain A.K : Reinforced Concrete design, limit state method.

2. Unnikrishna.S & Menon Devdas : Reinforced concrete design.

3. Sayal I.C & Goel A.K. : Reinforced Concrete Structure.

4. Malik S.L.& Gupta : Reinforced concrete.

5. IS-456-2000 : Indian standard – plain & Reinforced Concrete code of practice.

TRANSPORTATION ENGINEERING- I

ICE-503

L T P

3 1 0

UNIT – 1

Introduction: Role of transportation in society; Modes of transportation. History of road development,

Highway Planning and its Necessity, road types and pattern; road alignment.

Geometric Design: Cross Sectional elements, Sight distance.

Horizontal and Vertical alignment: all pertinent elements, super elevation, extra widening transition

curves, Setback distance, Gradient. (8)

UNIT – 2

Traffic Engineering: Traffic characteristic , Volume studies, Speed studies, Traffic flow characteristics,

theory of traffic flow, Capacity, density, vehicle and road characteristics, traffic control devices, Signs,

Signals, marking, Design of intersection at grade and grade separated intersection, rotary intersection, design

of signal at intersections.

Parking Facilities: Surface and Multi-Level. (8)

UNIT – 3

Pavement : Type, Structural and functional failure, Design factors, flexible pavement design by CBR

Method, Group Index Method, Design of rigid pavement, Westergaard`s theory, load and temperature

stresses, critical combination of stresses, joints, IRC method of Rigid pavement Design, Soil Stabilized road

pavements. (8)

UNIT – 4

Road Construction Methods: WBM, Surface Dressing, Bituminous carpeting, Bituminous Bound

Macadam and Asphaltic Concrete, Cement Concrete Roads, evaluation and overlay design, Highway

maintenance and Drainage. (8)

UNIT – 5

Hill roads: General consideration, alignment of hill roads, geometrics of hill roads, Design & construction

of hill roads, Drainage in hill roads, maintenance problems in hill roads

Highway economic and finance: Introduction, highway user benefits, highway cost, economic analysis. (8)

References:

1. S.K.Khanna and C.E.G Justo: Highway Engineering.

2. L.R.Kadiyali : Transportation Engineering

3. S.K. Sharma : Highway Engineering

GEOTECHNICAL ENGINEERING- I

ICE-504

L T P

3 1 0

UNIT – 1

Preview of geotechnical problems in Civil Engineering. Soil classification, Description of soils, Index

properties.

Engineering Geology of soils and their formation, earthquakes and their effects, Stress within a soil, effective

stress principle. (8)

UNIT – 2

Soil – water systems capillarity, flow, Darcy’s law, permeability and tests for its determination different

heads, piping, quicksand condition, seepage nets, flow through dams, filters.

Compressibility and consolidation characteristics, maximum past stress, OCR, determination of coefficients

of consolidation and secondary compression (creep), consolidation under construction loading.

(10)

UNIT – 3

Strength and direct and triaxial shear tests, Mohr-Coulomb strength criterion, drained and undrained

consolidated tests, strength of loose and dense sands, NC and OC soils dilation, pore pressures, skempton’s

coefficients , stress path. (8)

UNIT – 4

Compaction characterizes water content dry unit weight relationship OMC, max dry unit weight field

compaction control, etc.

Introduction to Geosynthetics- classification, function, properties – physical, mechanical, hydraulic and

environmental etc. (8)

UNIT – 5

Stability of slopes, limit equilibrium methods of slices and simplified Bishop Method, factor of safety. (6)

References:

1. Alam Singh- Modern Geotechnical Engineering.

2. C. Venkatramaiah- Geotechnical Engineering.

3. Dr. K.R. Arora : Soil Mechanics and Foundation Engineering.

4. G.V. Rao & G.V.S.S. Raju- Engineering with Geosynthetics.

5. S.K. Garg : Soil Mechanics and Foundation Engineering.

6. I.S for Triaxial Test.

ENGINEERING GEOLOGY

ICE- 505

L T P

3 1 0 UNIT – I

General Geology: Branches and scope of geology, Earth, its position in the solar system, surface features

and internal structure. [2]

Mineralogy : Definition of minerals, the study of physical properties and occurrence of minerals, optical

mineralogy, optical properties of rock forming minerals as quartz, feldspar, mica, kyanite, calcite, talc,

corundum, gypsum, fluorite, biotite, muscovite, graphite, realgar, magnetite, limonite, pyrite, galena, barite

etc. [3]

Petrology : Formation and classification of rocks into three types- Igneous, sedimentary and metamorphic

rocks, description of physical properties for constructional purpose of granite, pegmatite, dolerite, gabbros,

basalt, sandstone, conglomerate, breccia, limestone, shale, schist, marble, quartzite, khondalite, slate, gneiss

and andesite. [3]

UNIT – II

Structural Geology: Strike and Dip, out crops, volcanoes, overlaps, inliers and outliers, types and

classification of folds, faults, Joints, Unconformities. [4]

Earthquake and Landslides : Classifications, causes and effects of Earthquakes and Landslides, seismic

curve, seismograph, seismogram, accelograms, seismic problems of India, seismic zones of India, remedial

measures to prevent damage for engineering structures, case histories. [4]

UNIT – III

Geological Investigation: Interpretation of geological maps, use of aerial maps in geological surveying,

geophysical methods as applied to civil engineering for sub-surface analysis. [3]

Geology of Dams and Reservoirs : Types of dams, requirement of dam site, preliminary and detailed

geological investigation for a dam site, important International and Indian examples of failure of dams and

their causes, factors affecting the seepage and leakage of the reservoirs and the remedial measures, silting of

reservoirs. [5]

UNIT – IV

Engineering Geology : Ground water, zones of ground water, water table and perched water table, water

bearing properties of rocks, occurrence of ground water, vertical distribution of ground water, springs,

selection of a site for well sinking and ground water investigations. [4]

Hydro-geology: Introduction to hydrogeology, Hydrologic Cycle and its component, classification of

aquifers, permeability and methods of its measurement, ground water provinces of India, Concept of water

shed management, Ground water Pollution, Impact of mining activity. [4]

UNIT – V

Soil: Soil formation, soil profile and classification, engineering properties of soil. [2]

Geological Maps and sections: Geological Maps, Topographic maps, Geological Cross-section, outcrop

patterns. [2]

Rock Mechanics and Tunneling: Purposes of tunneling and geological problems connected with tunneling,

geological consideration in road alignment, roads in complicated regions, problems after road construction,

geology of bridge sites. [4]

REFERENCES:

1. Parbin Singh., “Engineering and General Geology”, Katson Publishing House.

2. Leggot R.F., “Geology and Engineering”, McGraw Hill, New York.

3. Blyth,F.G..M., “A Geology for Engineers”. Arnold, London.

4. P.K.Mukerjee, “A text book of Geology”, Calcutta, Word Publisher

5. S.K.Bangar “Principle of Engineering Geology”, Standard publishers Distributors.

6. Subinoy Gangopadhyay “Engineering Geology” OXFORD UNIVERSITY PRESS

MAINTENANCE and REHABILITATION of STRUCTURES

ICE – 506

L T P

2 1 0

Unit – 1

Quality assurance for concrete construction, as in built concrete properties, strength, permeability, volume

changes, thermal properties, cracking, effects due to climate, temperature, chemical wear and erosion.

(7) Unit – 2

Design and construction errors, corrosion mechanism, effects of cover thickness and cracking, methods of

corrosion protection, inhibitors, resistant steels, coatings, cathodic protection. (7)

Unit – 3

Inspection, structural appraisal, economic appraisal, component of quality assurance, conceptual basis of

quality assurance schemes. Special concrete and mortar ,concrete chemicals, special elements for accelerated

strength gain, expansive cement, polymer concrete, sulphur infiltrated concrete, Ferro- cement, fiber

reinforced concrete. (7)

Unit – 4

Rust eliminators and polymers coating for rebars during repair, foamed concrete, mortar and dry pack,

vaccum concrete, gunite and shotcrete epoxy injection, mortar repair for cracks , shoring and underpinning.

(7)

Books: 1. Maintenance of engineering and managment by K Venkataraman

2. Maintenance of building by A.C Panchdhari

STRUCTURAL ANALYSIS LAB

ICE-551

L T P

0 0 3

1. To determine flexural Rigidity (EI) of a given beam.

2. To verify Maxwell’s Reciprocal Theorem.

3. To find horizontal thrust in a three hinged arch and to draw influence line diagrams for

Horizontal Thrust and Bending Moment.

4. To find horizontal thrust in a two hinged arch and to draw influence line diagrams for

Horizontal Thrust and Bending Moment.

5. To find carry over factor for the beam with far end fixed.

6. To find deflection of curved members

7. To find bar forces in a three member structural frames with pin jointed bar.

8. To find Critical loads in Struts with different end conditions.

9. To find forces in elastically Coupled Beam.

10. To find deflections in beam having unsymmetrical bending.

TRANSPORTATION ENGG. LAB

ICE-552

L T P

0 0 3

1. Test on Aggregates

(i) Strength test

(ii) Abrasion test

(iii) Shape test

2. Test on Bituminous Materials

(i) Penetration point test.

(ii) Softening point test

(iii) Stripping value test

(iv) Ductility test

3. (i) Traffic Volume Study by Manual as well as mechanical method

(ii) Traffic speed study by Endoscopes method

ENGINEERING GEOLOGY LAB

ICE-554

L T P

0 0 3

Minerals:-

Spotting: Identification of minerals, hand specimen with their characteristic features such as colour, streak,

hardness, specific gravity and luster.

Rocks:-

Spotting: Identification of rocks, hand specimen with their characteristic features such as mineral

composition, colour, texture and classification.

Geological Maps:-

To mark dip of the beds, fold, fault, unconformities of the given map and also to draw a profile along the

specified cross section.

Soil:

Identification of soil such as sand, silt and clay on the basis of sieve analysis and visual observation.

ENVIRONMENTAL ENGINEERING- I

ICE-601

L T P

3 1 0

UNIT – 1

Population forecasting by various methods, Water demands for domestic, industrial, fire etc. sources of

water, collection of surface water, lake, spring, impounding reservoir, canal intake, determination of capacity

of impounding reservoir. (8)

UNIT – 2

Confined and unconfined aquifers, tube wells, Infiltration galleries and infiltration wells, quality of ground

and surface water, physical, chemical and biological examination of water, water borne diseases and their

control, sinking of tube wells , shallow and deep, design of tube wells. (8)

UNIT – 3 Sedimentation: Determination of settling velocity, efficiency of ideal sedimentation tank, short circuiting,

different classes of settling, design of primary and secondary settling tank, removal efficiency for discrete

and flocculant settling.

Coagulation: Mechanism of Coagulation, coagulants and their reactions, coagulant aids, design of

flocculators and clari-flocculators. (8)

UNIT – 4

Filteration : Theory of Filteration, hydraulics of filteration, Carmen-Kozeny equation, concept of Slow sand

filter, rapid sand filter, pressure filter, back washing, design of slow sand filter

Disinfection: Requirement of ideal disinfectants, kinetics of disinfection, chlorination and practices of

chlorination. (8)

UNIT – 5 Water Softening: Various methods of water softening, calculation of doses, effect of pH on different

softening reactions, Adsorption.

Storage and Distribution of water: methods of distribution, pressure distribution systems, capacity of

distribution reservoir, equivalent pipe method and Hardy Cross method of Pipe Network analysis, water

supply plumbing systems in building and houses, water connections, different cocks and pipe fittings, hot

water insulation. (8)

References: 1. McGhee: Water supply and sewerage.

2. Peavy : Environmental Engineering

3. Raju : Water supply and waste water Engineering

4. Kshisagar : water supply and treatment and sewage treatment Vol .I & II

5. Garg : Water supply Engineering and sewage treatment Vol .I & II

6. Punamia : Water supply and waste water Engineering Vol .I & II

7. Hammer : Water and waste water Technology

8. Arceivala : Waste water Treatment for pollution control

9. Sricero & Sricero : Environmental engineering a design approach.

10. Birde, water supply and sanitary Engineering

CONCRETE STRUCTURE - II

ICE-602

L T P

3 1 0

UNIT – 1

Nature of stresses in flat slabs, flat slab with and without drops, co-efficient for design of flat slabs,

reinforcement in flat slabs(IS Code Method). Circular slab with various edges and loading condition, design

of circular slab. (8)

UNIT – 2

Failure of beam under torsion, interaction between torsion and shear and between moment and torsion,

concept of equivalent shear and moments. Analysis and design of beam curved in plan. Structural behavior

of footings, design of footing for wall and a single column, combined rectangular and trapezoidal footing,

design of strap footing. (8)

UNIT – 3

Design criteria, material specifications and permissible stress for tanks, design of circular and rectangular

tanks situated on the ground/underground under hoop stresses, design concept of overhead tanks. (8)

UNIT – 4

Structural behavior of retaining wall, stability of retaining wall against overturning, sliding and pressure

developed under the base design of T- shaped retaining wall, concept of counter fort retaining wall, loads,

forces and I.R.C. bridge loadings. Design of slabs under concentrated loads using effective width and

pigeaud’s Methods. Detailed design of R.C slab culvert. (8)

UNIT – 5

Advantages of pre-stressing, methods of pre-stressing, losses in pre-stress, analysis of simple pre-stressed

rectangular and T-sections. (8)

References: 1. Jain A.K. : Reinforced concreter design, limit state Method.

2. Ramamurtham: Reingorced concrete Design

3. Unnikrishna S & Goel A.K : Reinforced concrete Design

4. Syal I.C & Goel A.K. Reinforced Concrete Structure

5. Jaikrishna and jain : plan and reinforced Concrete

6. Dayaratnam P :Reinforced Concrete Design

7. IS 456-2000 Indian Standard –plain & Reinforced Concrete-code of practice

TRANSPORTATION ENGG. - II

ICE-603

L T P

3 1 0

UNIT – 1

Indian railways, Permanent way, planning of railway, capacity of railway track, cross-section sub grade,

formation, embankment and cutting track drainage, track defects, rolling stock.

Rail gauges: Type of rails, defect in rails, rail failures, rail flaw detection, creep of rail, wear of rail,

Rail fastening: Fish plates specks, chair keys, Bearing plates.

Sleeper: Function and types, concrete sleepers, manufacturing of concrete sleeper, sleeper density.

Ballast: Specification and test on ballast, recommended, depth of ballast. (8)

UNIT – 2

Track geometry, gradient horizontal curves, super elevation and safe speed on curve, cant deficiency,

negative super elevation and compensation for curvature on gradients, tractive resistant and tractive power.

Point and crossing: Element of a turnout, detail of a switch and crossing numbers and angles of crossings,

design of a turnout, Metro-Railway system, Sub-Urban Railway. (8)

UNIT – 3

Plate lying: Tram line telescopic and American method. Maintenance of track, signaling and interlocking,

classification of signals, method pf. train working: absolute block system, automatic block system,

mechanical interlocking of a two line railway station.

Yard and Stations: Site selection for railway station, layout of different types of yards, function of

Marshalling yards, Underground Railway and Tunneling. (8)

UNIT – 4

Aircraft characteristics affecting airport planning, site selection and design, airport layout, runway

orientation, wind rose diagram, estimation of runway length and corrections, airport geometric design and

classification, Taxiways, Runway pavement design , runway geometric design, design of overlay, runway

lighting and marking, air traffic control, airport capacity, parking system. (8)

UNIT – 5

Harbors, layout and port facilities, Break-waters, Jetties, wharves, navigation aids.

Buoys and light houses: Island water transport. (8)

References:

1. A.K. Saxena : A text book on Railway Engg.

2. MM Agarwal : Railway Engg.

3. Vaswni : Railway Engg.

4. S.K. Khanna and Arora : Airport Engg.

GEOTECHNICAL ENGINEERING - II

ICE-604

L T P

3 1 0

UNIT – 1

Introduction, examples of foundation problems case study of shallow and deep (piles /well or caisson)

foundations retaining structures, difficult soil conditions, e.g. soft clays, expansive soils, liquefaction, etc.

Review of principle of soil mechanics.

Characterization of ground, site investigations, method of drilling, sampling in situ test SPT, CPT, plate load

and dynamic tests, ground water level etc. (8)

UNIT – 2

Bearing capacity, general local and punching shear failures, correction for size shape depth, water table,

compressibility, etc., ultimate and allowable stresses, method based on in situ tests Settlement of foundation

immediate consolidation and creep settlements, method based on in situ tests (8)

UNIT – 3

Types of foundation-shallow/deep isolated combined mat etc. contact pressure distributions, soil foundation

interactions, and basics of structural design. Ground improvement techniques, method for difficult of

problematic ground condition- soft soils loose sands, seismic conditions, expansive and collapsible soil etc.

Preloading vertical drains, stone columns, heave tamping, grouting etc. (8)

UNIT – 4

Earth pressure theories, coulomb and Rankin approaches, c-soils, smooth and rough walls, inclined

backfills, depth of tension cracks, retaining structures, gravity cantilever, counter fort, reinforced earth, etc.,

design and check for stability. (8)

UNIT – 5

Deep foundations pile, pile groups, well foundations, under reamed piles, pre cast driven cast in situ and

bored piles shaft and base resistances, down drag, pile load test introduction to environmental geo-technique

application of Geosynthetics, etc. (8)

References:

1. J.E. Bowles: Foundation Analysis and Design

2. Purushtham Raju : ground improvement

3. M.J. Tomilson : Foundation design

4. C.Venkatramaiah: Geotechnical Engg.

5. Dr. K. R. Arora : Soil Mechanics and Foundation Engg.

6. S.K. Garg : Soil Mechanics and Foundation Engg.

7. Swarn Singh for Ground Improvement technique.

ESTIMATION, EVALUATION &CONSTRUCTION MANAGEMENT

ICE-605

L T P

3 1 0

UNIT – 1

Importance of estimate, types of estimates, specifications. Methods of estimation, general items of work for

estimates units and measurement, methods of accounting for the deduction of opening etc., estimates of RCC

works. PWD schedule and cost indices for building materials and labor. Estimates of building: detailed

estimates of a single roomed and two roomed residential building. [8]

UNIT – 2

Analysis of rates, prime cost, worked charged establishment, quantity of materials per unit of work for major

civil engg. Items, resource planning through analysis of rates market rates, Public works organization MES.

Organization Duties and responsibilities of officers. System of P.W.D a/c, cash and cash books, Temporary

advance, stores, Issue of stores, material at site account, Measurement and standard measurement book.

[8]

UNIT – 3

Valuation and its purpose factors, affecting the values of property valuation and its different aspects.

Methods of valuation, capitalized value and depreciation. Standard rent free hold and lease hold properties

mortgage and easement. Productivity, operational cost, owning and hiring cost and the work motion study.

Stimulation techniques for resource scheduling. [8]

UNIT – 4

Project cycle organizations planning scheduling. Monitoring, updating and management system in

construction. Bar charts, milestone charts, work breakdown structures and preparation of networks

application of network techniques like PERT, GERT, CPM, AON and AOA techniques. Projects monitoring,

cost planning, resources allocation through network techniques Line of balance techniques, time value of

property present economy studies equivalence concept financing of projects, economic comparison present

worth method equivalent annual cost method, discounted cash flow method analytical criteria for postponing

of investment retirement and replacement of asset Depreciation and break even cost analysis. Introduction to

software (Prima-Vera) used in Project Planning. [8]

UNIT – 5

Legal aspect of contact and their relative advantage and disadvantage. Different type of contacts their

relative advantage and disadvantage. Elements of tender preparation, process of tender preparation, process

of tendering, prequalification of contacts. Contract Negotiation and award of work. Arbitration and

arbitration act, powers of arbitrator, arbitration awards. [8]

Text Book:

1. Dutta B.N : Estimating and costing in civil engineering.

2. Srivastava U.K : Construction planning and management “Dhanpat Rai and Sons” , Delhi

3. Agarwal Amarjeet and Upadhaya A.K : Civil Estimating ,costing and valuation, S.K Kataria and Sons.

4. Patil B.S : Civil Engineering Contracts and Estimate, University Press.

5. Weber : Scheduling Construction Projects, Pearson.

References:

1. Chakrawarti M : Estimating,Costing and Valuation in civil Engineering, principles and applications(Authors

publication, Calcutta).

2. Peurify R.L. : Construction planning, equipment and method. TMH international book company.

3. Srinath L S : PERT and CPM principles and applications East West press limited, New Delhi.

4. Bhatnagar S.K : Network analysis Technique, Willey Easter Limited.

5. Birdie G.S : Estimating and costing “Dhanpat Rai and Sons” , Delhi.

6. PWD manual for Rates Schedule.

EARTH AND EARTH RETAINING STRUCTURES

ICE – 606

L T P

2 1 0

Unit – 1

Earth and rock fill dam, choice of types, material, foundation, and requirement of safety of earth dam,

seepage analysis. (7)

Unit – 2

Mechanically stabilized earth retaining walls: General considerations,

Backfill and reinforced materials, construction details, stability reinforced earth wall: construction procedure,

drainage.

(7)

Unit – 3

Soil nailing: Applications, advantages, limitations, methods of soil nailing, case histories. (7)

Unit – 4

Reinforced soil: introduction, basic components, strength characteristics, soil reinforcement interface

friction. Foundation on reinforced soil bed: pressure ratio

Analysis of strip, isolated, rectangular, square footing on soil bed, ultimate

Bearing capacity of footing on reinforced earth slab, fiber rein forced soil. (7)

Books: 1. Soil mechanics and foundation engineering by VNS Murthy

2. Reinforced soil and its engineering application by Swami Saran

3. Analysis and design foundation by J.E Bowles

ENVIRONMENTAL ENGINEERING LAB-I

ICE-651

L T P

0 0 3

1. Determination of Turbidity, colour and conductivity.

2. Determination of pH, Alkalinity and acidity.

3. Determination of Hardness and chlorides

4. Determination of Residual chlorine and chlorine demand

5. Determination of dissolved oxygen

6. Determination of most probable number of coliforms

STURUCTURE DETAILING LAB-I

ICE-652

L T P

0 0 3

Students are required to prepare working drawings as well as on computer for the following:

1. Simple beam/ Lintel

2. T-Beam floor

3. Rectangular slabs

4. Brick Wall and Isolated Footing

5. Combined Rectangular and trapezoidal Footing

6. Water Tank

7. T-shape Retaining Wall

GEOTECHNICAL ENGINEERING LAB

ICE-653

L T P

0 0 3

1. Visual Identification and Specific gravity.

2. Sieve Analysis

3. Hydrometer Analysis

4. Liquid and Plastic Limit Test

5. Shrinkage Limit Test

6. Proctor Compaction Test

7. Relative Density

8. In situ density- Core Cutter and Sand replacement

9. Permeability test- Constant and variable head

10. CBR test

11. Consolidation/Odometer Test

12. Direct Shear Test

13. Unconfined Compression Test

14. Demonstration of triaxial Test

15. Auger Boring/ sampling

16. Standard/ Dynamic Cone penetration Test

17. Free Swell and Swell Potential

18. Swelling Pressure Test.