santgajananmaharaj college of engineering, mahagaon
TRANSCRIPT
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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
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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.
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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
16-20 Marks Question-2 Chapter-2
16-20 Marks Question-3 Chapter-3
II
16-20 Marks Question-4 Chapter-4
16-20 Marks Question-5 Chapter-5
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
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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
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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.
No. Question CO No. Remark
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
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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
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An ISO 9001-2015 Certified Institute
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
At the end of this course the students should be able to:
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
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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
Scheme Theory Term Work #POE Total
Maximum Marks 100 50 ** 150
Contact Hours 3 2 ** 5
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
No. Contents No. of Hours
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.
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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
Section Maximum Marks Question No. Chapter No.
I
16 Marks Question-1 Chapter-1
18 Marks Question-2 Chapter-2
16 Marks Question-3 Chapter-3
II
18 Marks Question-4 Chapter-4
16 Marks Question-5 Chapter-5
16 Marks Question-6 Chapter-6
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.
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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
NPTEL /Other Video Links
1. Seismology- www.nptel.ac.in/courses/105102016/
ASSIGNMENT QUESTIONS/QUESTION BANK
Unit- I (Assignment 1) Elements of seismology 16
Marks
Que.
No. Question CO No. Remark
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
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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.
No. Question CO No. Remark
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
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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
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An ISO 9001-2015 Certified Institute
Sant Gajanan Maharaj College of Engineering, Mahagaon Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur
Department of Civil Engineering
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
At the end of this course the students should be able to:
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
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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
Scheme Theory Term Work #POE Total
Maximum Marks 100 25 25 150
Contact Hours 3 2 ** 5
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
Degree of Compliance of COs and POs 1: Low 2: Medium 3: High
COURSE CONTENTS
Chapter
No. Contents No. of Hours
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.
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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
Section Maximum Marks Question No. Chapter No.
I
16-24 Marks Question-1 Chapter-1
16-24 Marks Question-2 Chapter-2
16-24 Marks Question-3 Chapter-3
II
16-24 Marks Question-4 Chapter-4
16-24 Marks Question-5 Chapter-5
16-24 Marks Question-6 Chapter-6
REFERENCES
Books
13. Project Planning and Control with PERT and CPM – Dr. B. C. Punmia and K. K. Khandelwal
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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
NPTEL /Other Video Links
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
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1. Plan and schedule the project by using CPM, PERT and MSP.
ASSIGNMENT QUESTIONS/QUESTION BANK
Unit- I (Assignment 1) Project Management and Network Compression 16 to 24 Marks
Que.
No. Question CO No. Remark
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.
No. Question CO No. Remark
10. Differentiate between CPM and PERT. CE 414.3 Common for All
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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
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An ISO 9001-2015 Certified Institute
Sant Gajanan Maharaj College of Engineering, Mahagaon Site- Chinchewadi, Tal- Gadhinglaj, Dist- Kolhapur
Department of Civil Engineering
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
At the end of this course the students should be able to:
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
Scheme Theory Term Work #POE Total
Maximum Marks 100 50 25 175
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Contact Hours 3 4 ** 7
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
Degree of Compliance of COs and POs 1: Low 2: Medium 3: High
COURSE CONTENTS
Chapter
No. Contents No. of Hours
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.
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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
Section Maximum Marks Question No. Chapter No.
I 16-20 Marks Question-1 Chapter-1
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16-20 Marks Question-2 Chapter-2
16-20 Marks Question-3 Chapter-3
II
16-20 Marks Question-4 Chapter-4
16-20 Marks Question-5 Chapter-5
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.
NPTEL /Other Video Links
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
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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.
ASSIGNMENT QUESTIONS/QUESTION BANK
Unit- I (Assignment 1) Introduction: Quantity surveying 16 to 20 Marks
Que.
No. Question CO No. Remark
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
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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
CE413.2 Additional question
for Fast Learner
Unit- III:(Assignment 3) Detailed Estimate for buildings 16 to 24 Marks
Que.
No. Question CO No. Remark
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.
CE413.3 Additional question
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
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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