santgajananmaharaj college of engineering, mahagaon

1 | P a g e

An ISO 9001-2015 Certified Institute

SantGajananMaharaj College of Engineering, Mahagaon Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur

Department of Electronics & Telecommunication Engineering

COURSE PLAN

Course Code CE411/66236 Course Name Design of Concrete

Structure-I

Prepared by Mr.K.S.DHAMANNAVAR Date 21/05/2018(AY-2018-19)

Verified by Mr. S.P.NARVEKAR(HOD

CIVIL) Approved by Academic Coordinator/

Principal

Objective

To apply the basic principles and concepts of strength of materials to solve practical real

world problems.

COURSE OUTCOMES

At the end of this course the students should be able to:

Sr. No. CO CO No.

1.

3Understand & apply basic design philosophies of reinforced concrete design.

CE411.1

2.

3Understand role of a design engineer in a civil engineering project.

CE411.2

3.

6Carry out structural design of various components of a RCC building, using Limit

State Method – beams, slabs, columns, isolated & combined footings, and staircases.

CE411.3

4. 3Understand the method to convey the design to the sites via proper detailing.

CE411.4

EXAMINATION SCHEME

Examination

Scheme Theory Term Work #POE Total

Maximum Marks 100 25 ** 125

2 | P a g e

Contact Hours 4 2 ** 6

MAPPING OF COs-Pos

POs

COs 01 02 03 04 05 06 07 08 09 10 11 12

CV213.1 3 3 3 3 2 1

CV213.2 3 3 3 2 2 1

CV213.3 3 3 2

CV213.4 2 3 2

Degree of Compliance of COs and POs 1:Low 2: Medium 3: High

COURSE CONTENTS

Chapter

No. Contents No. of Hours

I

Introduction- Stress strain behavior of concrete and steel, Behavior of RCC,

Permissible stresses in steel and concrete, Different design philosophies, various

limits states, Characteristic strength and Characteristic load, Load factor, Partial

safety factors.

9 Hrs.

II Limit state of collapse (flexure): Analysis and Design of Singly and Doubly

Reinforced rectangular sections, singly reinforced T and L beams. 6 Hrs.

III

a) Limit state of collapse (shear and bond): Shear failure, Types of Shear

reinforcement, Design of Shear reinforcement, Bond-types, Factors affecting

bond Resistance, Check for development length.

b) Limit state of serviceability: Significance of deflection, IS recommendations,

Cracking-classification and Types of Cracks, Causes, Mechanism, and IS

recommendations.

5 Hrs.

IV

a) Design of slabs: Cantilever Slab, Simply supported One way slab, Two way

slab with different support conditions as per IS:456-2000

b) Design of Simply Supported single flight and Dog legged staircase.

6 Hrs.

3 | P a g e

V

Analysis and Design of axially and eccentrically (uni-axial) loaded circular and

rectangular columns, Interaction diagram, Circular column with helical

reinforcement. 5 Hrs.

VI Design of isolated rectangular column footing with constant depth subjected to

axial load and moment, Design of combined rectangular footing. 9 Hrs.

EVALUATION SCHEME

Section Maximum Marks Question No. Chapter No.

I

16-20 Marks Question-1 Chapter-1



II



16-20Marks Question-6 Chapter-6

REFERENCES

Books

1. IS 456-2000, Relevant Special publications of BIS

2. Limit state theory and Design –Karve and Shah , Structures publications , Pune

3. Reinforced Concrete Design – Limit state - A.K. Jain Nem Chand brothers Roorkee

4. Fundamentals of Reinforced Concrete –Sinha and Roy, S. Chand and company Ltd. Ram Nagar, New

Delhi

5. Limit State Design of reinforced concrete P.C.Varghese, Prentice Hall, New Delhi

6. Reinforced Concrete Design- B.C. PunmiaLaxmi publications New Delhi

7. Reinforced Concrete Design-M. L. Gambhir-Mcmillan India Ltd. New Delhi

E-books/E-Links

1. Reinforced Concrete Design by S Unnikrishna Pillai and DevdasMenon

2. Reinforced Concrete Design: Principles and Approach: Google Books

3. Reinforced Concrete: Limit State Design: Ashok K Jain: Google Books

NPTEL /Other Video Links

1. Introduction, Different design philosophies, various limits states:

https://nptel.ac.in/courses/105105105/1

2. Limit state of collapse (flexure): https://nptel.ac.in/courses/105105105/6

4 | P a g e

3. Limit state of collapse (shear and bond): https://nptel.ac.in/courses/105105105/13

4. Limit state of serviceability:https://nptel.ac.in/courses/105105105/30

5. Design of slabs: https://nptel.ac.in/courses/105105105/14

6. Design of Simply Supported Dog legged staircase: https://nptel.ac.in/courses/105105105/26

7. Analysis and Design of Columns: https://nptel.ac.in/courses/105105105/19

8. Design of isolated rectangular column footing: https://nptel.ac.in/courses/105105105/24

LIST OF TERM WORK

Exp. No.

Experiment Title

B. Beyond Syllabus Activity

1. Design of G+1 residential building based on analysis reports of any software.

ASSIGNMENT QUESTIONS/QUESTION BANK

Unit- I (Assignment 1)Introduction to RCC and Design Philosophies 16 to 20 Marks

Que.

No. Question CO No. Remark

1. Showing neat diagrams, explain what is meant by under, over and

balancedsingly reinforced rectangular sections. CE411.1

Common for All

2. Compare Working Stress method and Limit State Method of Design. CE 411.1

3. Explain the following

i) Characteristic Strength

ii) Partial Safety Factors

CE 411.1

4.

Explain the Stress strain behavior of concrete and steel with neat

graph.

CE 411.1

Unit-II: (Assignment 2) Limit state of collapse (flexure)16 to 20 Marks

1. Find Xulim , Ptlim and Mulimfor Fe 415 steel and M20 concrete CE411.2 Common for All

5 | P a g e

2.

A RC singly reinforced beam of rectangular section 230 mm x 450

mm overall in mild exposure condition is reinforced with 4 bars of 16

mmdiameter. Determine ultimate moment of resistance of the section

ifM20 mix grade concrete and Fe-415 steel is used.

CE411.2

3.

Find the moment of resistance of a T-beam section having following

data.

Width of flange: 800mmWidth of rib:200mm

Thickness of slab: 120mmEffective depth: 400mm

Tensile steel area: 3500mm2

Use M15 concrete and Fe250 steel

CE411.2

4.

A singly RC beam has effective dimension of 230 mm x 450 mm. It

isreinforced with 3 - 2A mm dia. Find out moment of resistance of

beam.Consider concrete of grade M20 and HYSD steel reinforcement

of Fe4l5grade.

CE411.2

5.

Design a simply supported beam of span 7m and spaced at 3m c/c.

Thethickness ofslab is 100 mm and total characteristic load including

self weight on the beam is 30 kN/m. The overall size of the beam is

230 mm x 600 mm.

The materials are M 20 grade concrete and HYSD reinforcement of

gradeFe 415.

CE411.2

Additional question

for Fast Learner

Unit- III:(Assignment 3)Limit state of collapse (shear,bond)andLimit state of serviceability. 16to24Marks

Que.


1. Explain in detail shear crack in beam? CE 411.3

Common for All

2.

A reinforced concrete beam 250 mm wide and 400 mm effective

depth is subjected to ultimate design shear force of 150 KN at the

critical sectionnear supports. The tensile reinforcement at the section

near supports is0.5 percent. Design the shear stirrups near the

supports, also design the minimum shear reinforcement at the mid

span. Assume M20 concrete and Fe 250 mild steel.

CE 411.3

3. Explain in briefthe IS recommendations to control cracks.

CE 411.3

4. Write a note on bond and development length.

CE 411.3

5.

A simply supported R.C. C. beam with clear span of 5m, supported

ona bearing of 230mm, having size of 230 wide and450 mm deep,

tensionbars as 4 nos. of 16mm dia. and clear cover of 30mm. Beam is

loadedby factored udl of 60 kN/m. Design the shear reinforcement

near supportwith 2-legged 8-mm HYSD stirrups. Take M 20 grade

concrete andFe 415 steel.

CE 411.3

Additional question

for Fast Learner

Unit- IV:(Assignment 4) Design of slabs and staircase 12 to 16 Marks

1. Design a simply supported one way slab provided over a clear span

of3.30m.It carries alive load of 4kN/m2and floor finish of 1kN/m

2.

Width ofsupportingwall is 230mm. Use M20 concrete and Fe 4l5

CE 411.4 Common for All

6 | P a g e

steel. Assume moderateenvironment.

2.

A drawing room of a residential building measures 4.3 m x 6.55 m. It

issimply supported on 350 mm thick walls on al1 four sides. The slab

is carriesa live load of3 kN/m2and floor finished load of 1 kN/m

2

Design the slab andshow the reinforcement detail in plan and section.

Use M20 concrete andFe 415 steel.

CE 411.4

3.

The clear dimensions of a staircase hall are 3.0 rn x 5.50 m. The floor

to floorheight is 3.6 m. The landing slabs span in the same direction

as the stair andare supported by the walls at the ends. The stair is

used in a commercialbuilding. Design a dog-legged staircase. Use M

25 concrete and Fe 415 steel.Sketch the reinforcement details. Sketch

the reinforcement details. Assumemoderate exposure condition.

CE 411.4

4.

Design a dog legged staircase for a building in which the vertical

distancebetween the floor is 3.6m. The stair hall measures 3.5m x

5m. The live load may be taken as 3000N/m2. Use 15 concrete and Fe

415 steel. Show reinforcement details

CE 411.4

5.

Design a R.C. slab for a room measuring 5 m x 8m. The slab carries a

live load of 3.3kN/m2. The slab is simply supported at all the four

edges withcorners free to lift. The width of the supporting walls is

300 mm. Use M 30grade concrete and Fe 4I5 grade steel. Sketch the

reinforcement details.Assume mild exposure condition.

CE 411.4

Additional question

for Fast Learner

Unit- V: (Assignment 5)Analysis and Design of Columns 16 to 24Marks

1. Explain IS 456 clauses by showing plan and longitudinal section of

RC column, towards longitudinal and transverse reinforcement CE 411.5

Common for All

2. Write a note on Pi-Mu interaction diagrams. CE 411.5

3. Design a circular pin ended column 450 mm diameter and helically

reinforced, with an unsupported length of 4.5m to carry a factored

load of 900 kN.Assume M 30 concrete and Fe 415 steel.

CE 411.5

4.

Design an axially loaded tied column with an unsupported length of 4

m. The column is fixed at one end and pinned at the other end. The

column has to carry a factored load of 2200 kN. Use M 25 grade

concrete and Fe 415 grade steel. Sketch the reinforcement details.

Assume moderate exposure condition.

CE 411.5

5. Design a short axially loaded RC column to carry ultimate axial load

of3000 kN. Use M20 mix grade concrete and Fe-41 5 steel

CE 411.5 Additional question

for Fast Learner

Unit- VI: (Assignment 6) Design of isolated rectangular column footing 16 to 20 Marks

1.

Design a rectangular isolated footing ofconstant depth for RC column

ofsize 400mm x 600mm bearing a vertical load of800kN. The safe

bearing capacity ofsoil may be taken as 120kN/m2. Use M20 concrete

and Fe 415 steel. ,

CE 411.6 Common for All

7 | P a g e


Sant Gajanan Maharaj College of Engineering, Mahagaon Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur

Department of Civil Engineering

COURSE PLAN

Course Code CE412/67559 Course Name Earthquake engineering

Prepared by Mr. L. A. Doddamani Date 21/05/2018 (AY: 2018-19)

Verified by Mr. S. P. Narvekar(HOD Civil) Approved by Academic Coordinator/

Principal

COURSE OUTCOMES


Sr. No. CO CO No.

5. 2Summerise the fundamentals of seismology. And classify seismic waves. CE412.1

6.

6Understand and solve problems using fundamentals of theory of

vibration/structural dynamics. CE412.2

7.

6Define structural earthquake response and solve IS 1893:2002 code based

evaluation of lateral loads on multistory buildings. CE412.3

8.

6Solve IS 1893:2002 code based evaluation of lateral loads on multistory

buildings and to explain provisions of IS 13920 for ductility and ductile

detailing of beam and columns.

CE412.4

2.

A RCC column of size 23A x 530 carries a characteristic load of

1200 kN.The column is reinforced with 8-20 dia bars in M 25 grade

concrete. Theallowable bearing pressure on soil is 200 kN/m2. Design

an isolatedrectangular pad footing. Consider grade of concrete M20

and F{YSD steel of grade Fe

CE 411.6

3.

Design an isolated looting for a square column, 230 mm x 450 nm

with 6-l 6 mm # longitudinal bars carrying service axial load of 1000

kN. The safe bearing capacity of soil is 250 kN/m2 at a depth of 1m

below the ground level.Use M 20 and Fe 415. Draw the neat

sectional elevation and plan showingreinforcement detailing.

CE 411.6

8 | P a g e

9.

5Explain Behavior of unreinforced masonry and reinforced masonry and

enlist the techniques involved in repairs and strengthening of masonry and

RC members.

CE412.5

10. 6Demonstrate earthquake resistant modern techniques. CE412.6

EXAMINATION SCHEME

Examination


Maximum Marks 100 50 ** 150


MAPPING OF COs-Pos

POs

COs 01 02 03 04 05 06 07 08 09 10 11 12

CE412.1 1 2 2 3 2 1

CE412.2 1 3 2 3 2 1

CE412.3 1 2 1 1

CE412.4 2 3 2 3 1

CE412.5 2 1

CE412.6 2 1 1

Degree of Compliance of COs and POs 1: Low 2: Medium 3: High

COURSE CONTENTS

Chapter


I

Elements of seismology – terminology, structure of earth, causes of an

earthquake, plate tectonic theory, continental drift theory, elastic rebound theory,

seismic waves, magnitude and intensity, methods of measurement, energy

released, seismograph, strong motion earthquakes, accelogram, prominent

earthquakes of India

5 Hrs.

II

Fundamentals of theory of vibration, free and forced vibrations (harmonic

loading) of single degree of freedom systems. Undamped and viscously damped

vibrations, equations of motion and solution, General dynamic loading Duhamel

Integral, earthquake response of SDOF system

8 Hrs.

9 | P a g e

III

Response spectrum theory: Earthquake response spectrum, tripartite spectrum,

construction of design response spectrum, effect of foundation soil and structural

damping on design spectrum, evaluation of lateral loads due to earthquake on

multistory buildings as per IS 1893– 2002 Part I

7 Hrs.

IV

a) Conceptual Design: Planning aspects, Load path, Stiffness and strength

distribution, different structural system, liquefaction and settlement.

b) Earthquake Resistance Design Principles: Design philosophy, Behavior

of RC building, ductility and ductile detailing of beam and columns using

IS 13920.

10 Hrs.

V

Masonry Structures: Behavior of unreinforced masonry and reinforced masonry,

RC bands, vertical reinforcement, openings, Provisions of I.S. 4326 , Repairs

and strengthening of masonry and RC members. 4 Hrs.

VI

Introduction to Earthquake resistant modern techniques – Base Isolation-

Elastomeric, Sliding, Combined. Seismic Dampers - Friction Dampers, TMD,

Visco elastic dampers. 6 Hrs.

EVALUATION SCHEME


I

16 Marks Question-1 Chapter-1



II




REFERENCES

Books

8. Earthquake Resistance Design of Structure – Vinod Hosur, Wiley Publication

9. Earthquake Resistance Design of Structure – S. K. Duggal , Oxford Uni. Press

10. Earthquake Engineering - Manish Shrikhande and Pankaj Agarwal, Prentice Hall of India Pvt Ltd, New Delhi

11. Structural Dynamics - Mario Paz CBS Publication

12. Dynamics of Structures- Theory and Applications to Earthquake Engineering by A.K. Chopra – Prentice Hall

Publications.

Data Manuals

1. IS 1893-2002 Part I-

2. IS 13920-1993

3. IITK-BMTPC Earthquake Tips, National Information Centre of Earthquake Engineering, IIT Kanpur.

10 | P a g e

4. IS 4326-1993

E-books/E-Links

4. Structural Dynamics - Mario Paz CBS Publication

www.civlandstructureengineering.files.wordpress.com/2015/08/structural-dynamics1.pdf

5. Seismology- https://nptel.ac.in/courses/105102016/

6. PPT on Earthquake Resistance Design of Structure www.sjce.ac.in/wp-content/uploads/2018/01/EQ4-Earthquake-

Resistant.pdf

7. IS 1893-2002 Part I- www.archive.org/details/gov.law.is.1893.1.2002/page/n3

8. IS 13920- www.archive.org/details/gov.in.is.13920.1993/page/n3

9. IITK-BMTPC Earthquake Tips, National Information Centre of Earthquake Engineering, IIT Kanpur.

www.tn.gov.in/tsunami/digitallibrary/ebooks-web/06%20Earth_%20Quake_%20Tips.pdf

10. IS 4326- www.archive.org/details/gov.law.is.4326.1993


1. Seismology- www.nptel.ac.in/courses/105102016/


Unit- I (Assignment 1) Elements of seismology 16

Marks

Que.


5. Write a note on Modified Mercalli Scale (MMS) CE412.1

Common for All

6. Classify different types of earthquake CE412.1

7. Explain plate tectonic theory and its mechanism. CE412.1

8. Explain in details characteristics of strong motion CE412.1

9. Explain seismic waves with schematic diagrams. CE412.1

10. Explain in details methods of determine magnitude of earthquake CE412.1

11. Write a short note on elastic rebound theory CE412.1

12. Differentiate magnitude and intensity on an earthquake CE412.1

13. Explain in detail Seismograph and its working principle CE412.1 Additional questions

for Fast Learner

Unit-II: (Assignment 2) Structural Dynamics 18 Marks

6. What do you understand by Dynamic Magnification Factors? CE412.2 Common for All

11 | P a g e

7.

Find the natural frequency and natural period for the building frame shown

in the fig. During test the frame is given 50 mm initial lateral displacement

and released from the rest to vibrate freely. Find the displacement after 5

seconds and number of cycles when amplitude reduced to 1/10 of

maximum. Consider 10% damping. Take =.1.5....1012...... . Also determine

displacement at t = 2 sec

CE412.2

8. Derive the equation of motion and its solution for forced damped vibration

system. CE412.2

9.

A spring mass dashpot system having a spring of stiffness of 343 N/m. the

mass of 3.43 kg displaced 32 cm beyond the equilibrium position and

release to vibrate. Derive the equation of motion for the given system.

Assume damping coefficient = 13.72 N.s/m.

CE412.2

Additional question

for Fast Learner

10.

A simply supported beam of negligible mass spanning 6 m supports a

machine of50 kN at center with an unbalanced rotor applying a vertical

force of 60 sin 5 t kN. The damping force is 0.3 kN-s/m & Flexural rigidity

of beam is 25000 kN-m2.Determine (i) maximum amplitude of vibration

(ii) amplitude of vibration at resonance

CE412.2

Unit- III:(Assignment 3) Response spectrum theory 16 Marks

Que.


6. Explain the method of construction of design spectrum at a site? CE412.3

Common for All

7. What do you understand by response spectrum of an earthquake? How it is

constructed for a given earthquake? CE412.3

8.

Calculate base shear for BSNL office in Karad with following data by

seismic coefficient method. (a) No. of storey = 4 (b) No. of bay in x

direction = 3(c) No. of bay in y direction = 3 (d) storey height = 3 m (e)

Width of each bay = 5 m (f) Total DL on roof = 12 kN/m2(g) Total DL on

floor = 10 kN/m2 (h) LL = 4 kN/m2(i) Thickness of slab = 120 mm.

Neglect weight of infill walls. Assume suitable data if required. Write all

your assumptions & clauses of IS 1893(2002). Building is provided with

additional viscous dampers which will increase damping by 3%.

CE412.3

9.

Plan and elevation of a four-storey reinforced concrete office building is

shown in Fig. 1.1. The details of The building are as follows.

Number of Storey = 4

Zone = III

Live Load = 3 kN/m2

Columns = 450 x 450 mm

Beams = 250 x 400 mm

CE412.3 Additional question

for Fast Learner

12 | P a g e

Thickness of Slab = 150 mm

Thickness of Wall = 120 mm

Importance factor = 1.0

Structure type = OMRF Building

Determine design seismic lateral load and storey shear force distribution.

Unit- IV:(Assignment 4) Conceptual Design 16 Marks

6. Explain soft storey& discuss its performance of soft storey building in past

earthquakes. How will you avoid soft storey? CE412.4

Common for All

7. Philosophy of Earthquake Resistant Design. Give four virtue of good

earthquake resistant design

8. Simplicity and symmetry is the key to making a building earthquake

resistant. Explain

9. How dose ductility affect overall behavior of the building?

10. What is effect of discontinuity in load path?

11. Explain phenomena liquefaction and write remedial action taken to avoid

liquefaction effect? CE412.4

12. Explain various irregularities found in the civil engineering structures from

earthquake point of view. CE412.4

13. Explain how dose non structure element and choice of construction

materials affect structural performance during earthquake? CE412.4

Additional question

for Fast Learner

Unit- V: (Assignment 5) Earthquake Resistance Design Principles 18 Marks

6. Explain ductile detailing of column as per IS 13920 – 1993 CE412.5

Common for All 7. Explain ductile detailing of beam as per IS 13920 – 1993 CE412.5

8. Write a short note on: 1) Bond between reinforcing bars and concrete 2)

effect of transverse reinforcement CE412.5

9. Explain in brief principles of earthquake resistant design of RCC member? CE412.5

10. Explain general requirement of RCC member detailing? CE412.5

Additional question

for Fast Learner 11. Explain the concept of strong column and weak beam? CE412.5

12. Explain concept of ductile detailing & explain factor affecting the ductility

of structures in detail. CE412.5

Unit- VI: (Assignment 6) Masonry and Timber Structures 16 Marks

4. Discuss the behavior of the following masonry walls in seismic regions.

(i) Unreinforced masonry wall (ii) Reinforced Masonry wall(iii) Infill

masonry wall. CE412.6

Common for All 5. What is the influence of opening in masonry building?

CE412.6

6. Describe the construction procedure and precautions to be taken for brick-

nogged timber frame construction CE412.6

7. Describe briefly with neat sketches: 1)Stud Wall Construction 2)Timber

Shear Panel Construction CE412.6

13 | P a g e




COURSE PLAN

Course Code CE 414/67561 Course Name Project Management and

Construction Equipments

Prepared by Mr. V. M. Patil Date 21/05/2018 (AY-2018-19)

Verified by Mr. S. P. Narvekar (HOD

CIVIL) Approved by Academic Coordinator/

Principal

Objective

Plan and schedule the project by using CPM, PERT and MSP. Understand the

working of various construction equipments and to know the importance of safety

and risk management in construction.

COURSE OUTCOMES


Sr. No. CO CO No.

11. 2Understand the importance of Project Management tools. CE 414.1

12. 3Plan and schedule the project by using CPM, PERT and MSP. CE 414.2

13. 2Understand the working of various construction equipments. CE 414.3

8. Write a brief note on strengthening of masonry walls? CE412.6

9. Define RC band? At what level in a masonry building would you provide

them? Why? CE412.6

10. What is jacketing? Explain the jacketing of beams and column with

illustrative sketches. CE412.6

11. Earthquake resisting features of unreinforced brick masonry structure. CE412.6

12. Explain failures of masonry structures observed in past earthquakes & how

will you improve performance of masonry building. CE412.6

13. With detail sketch explain the essential requirements to ensure box action in

a masonry building. CE412.6

14. Draw the detailed sketch of (i) Different ways of beam jacketing as IS code

and(ii) Placing of vertical bars and closed ties in columns as per IS code. CE412.6

14 | P a g e

14. 3Identify the importance of safety and risk management in construction. CE 414.4

15. 4Analyze and assess the reasonableness of the answers obtained CE 414.5

16. 6Elaborate their findings either verbally or via written expression. CE 414.6

EXAMINATION SCHEME

Examination


Maximum Marks 100 25 25 150


MAPPING OF COs-Pos

POs

COs 01 02 03 04 05 06 07 08 09 10 11 12

CE414.1 3 2 3 2 1 1 1

CE414.2 3 2 2 2 1 1

CE414.3 3 3 2 2 1 1

CE414.4 2 3 2 1 1

CE414.5 3 3 1 2 1 1

CE414.6 2 3 2 2 2 1 1


COURSE CONTENTS

Chapter


I

Project Management and Network Compression:

Project Management – Objectives, Agencies, Phases; Work Breakdown

Structure. Project Planning - Bar Chart, Mile Stone Chart, CPM. Development of

CPM Network – Time Estimates, Floats, Critical Path. Network Compression,

Resource Allocation- (Concept only), Network Updating.

12 Hrs.

II

Precedence Network:

07 Hrs.

15 | P a g e

PERT - Concept of Probability, Normal and Beta Distribution, Time Estimates,

Slack, Probability of Project Completion. Precedence Network: Concept only.

Introduction to Management Software- MSP.

III

Safety Engineering :

Safety Engineering – Importance of Safety, Classification of Accidents, Causes

of Accidents, Safety Policy, Safety Organization, Safety Plan, Safety Training,

and Various Safety Equipment used on site. Risk Management –Definition,

Types, Risk Identification Process, Sources of Risk, Risk Classification, Risk

Mitigation- Risk Reduction, Risk Acceptance, Risk Avoidance..

05 Hrs.

IV

Earth Moving Equipments:

Mechanical v/s manual construction, Excavation in Earth: Earth moving

equipment- Tractors, Bulldozers, Scrappers, Power shovel, Hoes.

09 Hrs.

V

Other Equipment for Earth Work:

Drag line, Clamshell, Trenchers, Compactors, Tippers, Cranes.

06 Hrs.

VI

Compressors and Pneumatic Equipments:

Excavation in hard rock: Rippers, Jack Hammers, Drills, Compressors and

Pneumatic Equipment. Blasting Explosives, Detonators, Fuses, Drainage in

excavation –Necessity and Methods of Dewatering

09 Hrs.

EVALUATION SCHEME


I




II




REFERENCES

Books

13. Project Planning and Control with PERT and CPM – Dr. B. C. Punmia and K. K. Khandelwal

16 | P a g e

14. PERT and CPM: Principles and Applications – L. S. Srinath

15. Construction Project Management – K. K. Chitkara

16. Construction Project Management – Kumar Neeraj Jha

17. RAMP – Risk Analysis and Management of Projects by Institution of Civil Engineers and the Faculty of

Institute of Actuaries, Thomas Telford Publication, London.

18. Construction Safety Manual Published by National Safety Commission of India.

19. Safety Management in Construction Industry – A Manual for Project Managers by NICMAR, Mumbai

20. Concerned ISI for Safety in Construction – Bureau of Indian Standards

21. Heavy Construction – Planning ,Equipment, Methods—Jagman Singh

E-books/E-Links

11. Construction Engineering and Management – S. Seetharaman - Google Books

12. Construction Project Management – K. K. Chitkara – Google Books


9. Project Planning and Control: https://nptel.ac.in/courses/105103093/2

10. PERT and CPM : https://nptel.ac.in/courses/105103093/4

11. Network Updating : https://nptel.ac.in/courses/105103093/6

12. Safety Engineering: https://nptel.ac.in/courses/105103093/9

13. Time Estimates : https://nptel.ac.in/courses/105103093/11

14. Risk Management : https://nptel.ac.in/courses/105103093/7

TERM WORK

Exp. No.

Experiment Title

A. Practical Exercise CO No.

1.

Two assignments on each unit of Section I and one assignment on each unit of Section II.

CE 414.1

2. Planning and Scheduling of a Small Project by using MSP .

CE 414.2

B. Beyond Syllabus Activity

17 | P a g e

1. Plan and schedule the project by using CPM, PERT and MSP.


Unit- I (Assignment 1) Project Management and Network Compression 16 to 24 Marks

Que.


14. Explain network compression step by step. CE 414.1

Common for All

15. Explain the phases of a construction project. CE 414.1

16. Explain the role of various agencies involved in a construction

project. CE 414.1

17. Explain objectives of project management. CE 414.1

18. Explain work breakdown structure. CE 414.1

19. Explain bar chart and milestone chart. CE 414.1 Additional questions

for Fast Learner 20. Explain floats in network. CE 414.1

Unit-II: (Assignment 2) Precedence Network 16 to 24 Marks

11. Explain resource allocation and resource leveling. CE 414.2

Common for All

12. Explain EST and LST in PERT/CPM. CE 414.2

13. Explain event slack and critical path. CE 414.2

14. Explain total floats for each activity. CE 414.2

15. Explain the terms used in CPM. CE 414.2

16. Give the detail analysis of beta distribution in PERT. CE 414.2

17. Explain the concept of probability in PERT and explain the time

estimates in PERT. CE 414.2

Additional question

for Fast Learner

Unit- III:(Assignment 3) Safety Engineering 16 to 24 Marks

Que.


10. Differentiate between CPM and PERT. CE 414.3 Common for All

18 | P a g e

11. Explain the concept of normal distribution in PERT. CE 414.3

12. Explain various safety equipments used on construction sites. CE 414.3

13. Define accident and state various causes of accidents CE 414.3

14. Explain risk analysis and evaluation process. CE 414.3 Additional question

for Fast Learner

Unit- IV:(Assignment 4) Earth Moving Equipments 16 to 24 Marks

14. Compare mechanical construction wiyh manual construction. CE 414.4

Common for All 15. Explain use of bulldozers in construction project. CE 414.4

16. Explain the working of Hoe with neat sketch. CE 414.4

17. Explain the types of cranes used in construction. CE 414.4

18. Explain the following (1) Safety policy (2) Safety organization

(3)Safety Training CE 414.4

Additional question

for Fast Learner

Unit- V: (Assignment 5) Other Equipment for Earth Work: 16 to 24 Marks

13. Explain the construction and working of clamshell. CE 414.5

Common for All 14. Explain the working of a power shovel with sketch. CE 414.5

15. Explain working of scraper with neat sketch. CE 414.5

16. Explain procedure of equipment requirement design. CE 414.5

17. Explain construction and working of tower crane with detailed

sketch. CE 414.5

Additional question

for Fast Learner

Unit- VI: (Assignment 6) Compressors and Pneumatic Equipments 16 to 24 Marks

15. Explain the safety measures in blasting operations. CE 414.6

Common for All

16. Explain the necessity of drainage in excavations. CE 414.6

17. Explain in detail well point system of dewatering with neat sketches. CE 414.6

18. Write short notes on (1) Trippers (2) Rippers (3) Use of compressed

air in construction. CE 414.6

19. Explain the working of a jackhammer with neat cross section. CE 414.6 Additional question

for Fast Learner

19 | P a g e




COURSE PLAN

Course Code CE 413/47902 Course Name Quantity Surveying and

Valuation

Prepared by Mr.S.B.PATIL Date 21/05/2018 (AY-2018-19)

Verified by Mr. S.P.NARVEKAR (HOD CIVIL) Approved by

Academic Coordinator/

Principal

Objective

This subject covers the various aspects of estimating of quantities of items of works involved in buildings, water supply and sanitary works, road works and irrigation works. This also covers the rate analysis, valuation of properties and preparation of reports for estimation of various items

COURSE OUTCOMES


Sr. No. CO CO No.

17. 3To know the basic concepts of the DSR and standard Specification. CE413.1

18. 3Know the different types of estimation method CE413.2

19. 2Understand how to prepare approximate estimate CE413.3

20. 3To visualizes, know and understand contacts and contract condition CE413.4

21. 2Understand the different value and valuation purpose. CE413.5

22. 2Understand the different valuation methods. CE413.6

23. 2Understand the different depreciations methods. CE413.7

EXAMINATION SCHEME

Examination


Maximum Marks 100 50 25 175

20 | P a g e


MAPPING OF COs-Pos

POs

COs 01 02 03 04 05 06 07 08 09 10 11 12

CV413.1 3 3 2 2 1 1 1

CV413.2 2 1 1 1 1 1

CV413.3 3 3 2 1 1

CV413.4 3 2 1

CV413.5 3 1 1

CV413.6 2 3 2 1 1

CV413.7 3 1 1


COURSE CONTENTS

Chapter


I

Introduction: Quantity surveying General introduction to Quantity surveying – purpose of estimates. Types of

Estimates, Various items to be included in estimates. Principles in selecting units

of measurement for items, various units and modes of measurement for different

trades, administrative approval and technical sanction to estimates. I.S. 1200,

Introduction to D.S.R. b) Specification- purpose and basic principle of general

and detailed specification (writing the detailed specification for various

constructions should be covered in term work)

6 Hrs.

II

Methods of Estimation: Prime cost, provisional sums and provisional quantities, taking out quantity –

Long wall - short wall, centre line method, Measurement and abstract sheets and

recording. b) Analysis of rates, factors affecting the cost of materials, labor. Task

work, schedule as basis of labor costs. Plants and equipment –hour costs based on

8 Hrs.

21 | P a g e

total costs and outputs. Transports, Overhead charges, rates for various items of

construction of civil engineering works. Standard schedule of rate, price

escalation

III

Detailed Estimate for buildings: Detailed estimate of buildings, R.C.C works, culverts, earthwork for canals.

Roads including hill roads and other civil engineering works. b) Approximate

estimates, purpose, various methods used for buildings and other civil

engineering works such as bridge, water supply, drainage, road project, school

buildings, industrial sheds. c) Preparation of schedule for steel as reinforcement.

d) Different method of executing work.

12 Hrs.

IV

Contracts and Tender: a) Competitive bidding, Local Competitive bidding, international contracting,

item rate contract, percentage rate contract & Lump – sum contract. Tender

document- invitation of tenders. Tender notice, tender documents, Submission.

Scrutiny and acceptance two envelop method. Award of jobs. Various conditions

to contracts. Rights and responsibilities of parties of contracts

b)Essentials of legally valid contract, Contract between Engineer & Employers,

Contract between Employer & Contractor, Appointment & authority of Engineer

for execution of civil construction works, Category of contractor. c) Various

types of Conventional Contracts. d) Introduction to non conventional contract

such as B.O.T, B.O.O.T, B.O.L.T. e) Introduction to Indian Arbitration and

conciliation Act 1996.

8 Hrs.

V

Introduction to Valuation:

a) Principles of valuation, definition of value, price and cost. Attributes of value,

Different types of values. Essential characteristics of market value. b) Valuer and

his duties, purpose of valuation and its function. Factors affecting the valuation of

properties-tangible and intangible properties, Landed properties- free hold and

leasehold properties, different types of lease.

6 Hrs.

VI

Valuation Methods: a) Rental method of valuation. Form of rent, different types

of rent, standard rent. b) Value of land, belting method of valuation, Valuation

based on land and building. c) Development method of valuation for building

estate. d) Valuation on profit base. e)Comparison method. f) Valuation from yield

and from life, gross yield and net yield, outgoing, capitalized value, Year‘s

purchases-Single rate and dual rate, reversion value of land, annuity-perpetual,

deferred. Sinking fund. g) Depreciation, different methods of calculating

depreciation – straight line method, declining balance method, sinking fund

method, quantity survey method. Depreciated cost, Obsolescence..

5 Hrs.

EVALUATION SCHEME


I 16-20 Marks Question-1 Chapter-1

22 | P a g e



II



16-20Marks Question-6 Chapter-6

REFERENCES

Books

22. Quantity Surveying – P. L. Bhasin. S. Chand&Co-Ramnagar, Delhi-110055

23. Elements of Estimating and Costing – S. C. Rangwala. Charotar Publishing house- Opp Amul Dairy

Court road Anand.388001 (west rly )India.

24. Civil Engineering Contracts and Estimates – B. S. Patil. Universities Press Private Ltd. 3-5-819

Hyderguda, Hyderabad. 500029(A.P),India.

25. Professional Practice (Estimating and Valuation) – Roshan Nanavati (1984 Edition)U.B.S. Publishers,

Distributers PVT.Ltd.5 Ansari road New Delhi.

26. Estimating and Costing – Dutta. Dhanpat Rai & Sons. 1682, Nai Sarak, Delhi-110006

27. Estimating and Costing – Birdi Dhanpat Rai & Sons 1682, Nai Sarak, Delhi-110006.

28. Estimating, Costing and Specification in civil engineering – hakroborty M.21 b,Bhabananda

Road,Kolkata-700026

29. Valuation of real Properties – S. C. Rangwala Charotar Publishing House- opposite Amul dairy, court

Road Anand. 388001.India

30. Standard specifications Volumes I & II (P. W. D. Maharashtra) Govt. of Maharastra

E-books/E-Links

13. Elements of Estimating and Costing – S. C. Rangwala. Charotar Publishing house- Opp Amul Dairy

Court road Anand.388001 (west rly )India.

14. Civil Engineering Contracts and Estimates – B. S. Patil. Universities Press Private Ltd. 3-5-819

Hyderguda, Hyderabad. 500029(A.P),India.


15. Quantity Surveying: https://nptel.ac.in/courses//112105171/2

16. Estimating and Costing: https://nptel.ac.in/courses//112105171/4

17. Valuation of real Properties : https://nptel.ac.in/courses//112105171/5

18. Professional Practice (Estimating and Valuation): https://nptel.ac.in/courses//112105171/7

19. Detailed Estimate for buildings: https://nptel.ac.in/courses//112105171/9

20. Elements of Estimating and Costing: https://nptel.ac.in/courses//112105171/10

LIST OF TERM WORK

23 | P a g e

Exp. No.

Term Work Title

B. Term Work Title CO No.

1. Detailed estimate of G + 1 Framed Structure. CE413.1

2. Preparing detailed estimate for any one of the following: a) A stretch of a road about

1 Km. long including earthwork. b) A reach of canal about 1 Km. long. c) A factory

shed of steel frame.

CE413.2

3 Valuation reports for building of residential purpose or commercial purpose CE413.3

4. Detailed specification for minimum ten civil engineering items. (One each from

Roads, Irrigation works, Water Supply & Sanitation & seven from buildings). CE413.4

5. Rate Analysis of ten civil engineering items CE413.5

6. Schedule of reinforcement for the following a) Beams b) Slab, c) Staircase d)

Column & Column footing CE413.6

7. Preparation of contract document for building mentioned in Term Work 1. CE413.7

8. At least one assignment based on software application. CE413.8

B. Field Visit

1. Site visit & report G + 1 Framed Structure.

C. Beyond Syllabus Activity

1. Estimating of quantities of items of works involved in buildings, water supply and sanitary works,

road works and irrigation works.


Unit- I (Assignment 1) Introduction: Quantity surveying 16 to 20 Marks

Que.


21. What is Estimate? What are the different types of Estimates?

Explain. CE413.1

Common for All 22. Explain in detail preparing Approximate estimate for a primary

school building. CE413.1

23. Explain Administrative approval, Technical sanction. What are the

Documents required along with the detailed estimate to be submitted CE413.1

24 | P a g e

for Sanction.

24. Write the units of measurements f the following items of work

i) Excavation in earth iii) Door shutter

ii) Half Brick masonry iv) Door frame.

CE413.1

25. What is Specification? Write purpose and basic principle of general

and detailed specification. CE413.1

Additional questions

for Fast Learner 26. Write modes of measurement for different trades. CE413.1

Unit-II: (Assignment 2) Methods of Estimation 16 to 20 Marks

18. Write short note on i) prime cost ii) provisional sum

iii) provisional quantity CE413.2

Common for All

19. Explain the term Rate Analysis. What is the purpose of Rate

Analysis? CE413.2

20. What are the factors affecting on Rate Analysis?. CE413.2

21. What is Task Work? What is the importance of Task work in rate

analysis? CE413.2

22. What are Overhead charges? Explain. CE413.2

23. Work out the quantity of materials & Labour required for plastering

in CM 1:6 of 20mm thick for brick walls. Assume area of 100m2.

CE413.2

24.

Estimate the Quantities for the building given in fig.1 for the

following Item of work on a neat measurement sheet by preparing

Centre line diagram. i) Earth work in excavation in foundation

ii) P.C.C. for bed concrete & plinth iii) Brick masonry in foundation

& plinth iv) 2.5cm C.C. DPCv) Brick masonry in super structure


for Fast Learner

Unit- III:(Assignment 3) Detailed Estimate for buildings 16 to 24 Marks

Que.


15. Prepare a detailed estimate of a RCC roof slab of 4m clear span &

6m long. CE413.3

Common for All 16. Write procedure for Approximate estimate of Road work? CE413.3

17. What are the various methods used for Bridges estimation? CE413.3

18. Write different method of executing work. CE413.3

19.

Work out the quantity of materials required for laying 10 mm

thick vitrified tile Flooring in a room of size 10m by 10m, in

30mm cement bed mortar in C:M 1:4. Also prepare rate

analysis for the same.


for Fast Learner

Unit- IV:(Assignment 4) Contracts and Tender 12 to 16 Marks

19. Define the following terms

i) Tender

iii) Cost & Price iv) Contract

CE413.4 Common for All

25 | P a g e

20. What is Competitive bidding? Explain in detail. CE413.4

21. What is contract? Explain international contracting. CE413.4

22. What are the various methods of contracts? Explain any one. CE413.4

23. Write various Various conditions to contracts. CE413.4 Additional question

for Fast Learner

Unit- V: (Assignment 5) Introduction to Valuation 16 to 24 Marks

18. Write various types of Conventional Contracts. CE413.5

Common for All 19. What do you mean by Sinking Fund? Explain briefly. CE413.5

20. Explain non conventional contract such as B.O.T, B.O.O.T, B.O.L.T. CE413.5

21. What is value, price and cost? Explain Attributes of value. CE413.5 Additional question

for Fast Learner

22. What is valuation? Write Principles of valuation. CE413.5

23. Write purpose of valuation. CE413.5

Unit- VI: (Assignment 6) Valuation Methods 16 to 20 Marks

20. What is Rental method of valuation? Explain in detail. CE413.6

Common for All

21. What is rent value? Explain different types of rent. CE413.6

22. Explain Development method of valuation for building estate. CE413.6

23. What is Depreciation? What are the different methods of calculating

depreciation? CE413.6

24.

Prepare a valuation of a property of hostel. Rate of plot in locality is

Rs.5000per sq.m, future life is 80yrs, Gross annual rent is 4320000/-,

Municipal taxe is 20% of GAR. Repairs 10% of gross rent, cost of

land is 250000/-, electricity pumps& other is 400000/-,interest on

capital is 9%.

CE413.6

Additional question

for Fast Learner