curriculum - cwit, pune

Cusrow Wadia Institute of Technology

Pune 411 001

CIVIL ENGINEERING DEPARTMENT

Multi Point Entry Credit System 2018

CURRICULUM (W. E. F. June 2018)

Cusrow Wadia Institute of Technology, Pune 1, Civil Engineering Department, R18 Curriculum 1

Cusrow Wadia Institute of Technology, Pune 1.

CURRICULUM REVISION (2018)

1. Preamble:

• Cusrow Wadia Institute of Technology, Pune was granted Academic Autonomy in the year

1985 by Government of Maharashtra vide letter No. PTI 2483/119915(234)/TE-I (B) dated

27/2/1985.

• Initially the Institute adopted the Model Curriculum prepared by then TTTI, Western Region,

Bhopal. Subsequently, the revisions in the curriculum were made as per the needs of the

Society.

• The Institute adopted Multi Point Entry and Credit System w.e.f. June 1998.

• The earlier revision of the curriculum was carried out in the year 2014. Review of the

curriculum adopted in 2014 was taken in the subsequent years. Necessary changes in the

contents and detailing of the document as regards to the outcomes, implementation strategy

and assessment were done by end of academic year 2017 - 18. The present outcome based

curriculum will come into force w.e.f. June 2018.

• The feedback was taken from various stake holders and it was strongly felt that the rapid

strides in the field of Information Technology, Computers and Construction and allied

processes, a dynamic curriculum need to adopt the benefits of the fast changing expectations

in the contents as well as the Teaching Learning Methodology.

• The Institute has strengthened the hardware and software which is constantly consolidated

and upgraded to match the needs of the society in general and the Industries in particular.

• Students should be proficient in the use of computers and related softwares irrespective of the

branch of Engineering they are studying. The students shall be made to make maximum use

of software packages and use Internet to derive and update their knowledge.

• The contemporary needs of the user system and overall development of the students is the

governing factor in the revision of 2018 outcome based curriculum.

2. Approach for Curriculum Revision:

• The curriculum should help the students to acquire professional skills and inculcate attitudes

in order that the student will be able to discharge the role and functions effectively on the

societal and employment front.

• Scientific system approach has been adopted in the revision of this outcome based

curriculum.

• A curriculum revision model showing various steps undergone is presented.

• Analysis of the existing curriculum was done by taking feedback from the faculty

implementing the curriculum, Alumni, Industry / Field Personnel, Courses Committee

Members and the Experts in the field of Education.

• Entry behaviour of the students was assessed. Basic entry qualification for Diploma is SSC or

equivalent. However, higher entry qualification like 12th

Science, 12th

MCVC, ITI etc. was

also considered.

• Curriculum documents of MSBTE, other Boards and other Autonomous Institutions were

studied for inclusion of new courses and analysis of contents of existing and newly inducted

courses and also the implementation strategy.

• The curriculum is rationalised as per the AICTE and MSBTE norms and guidelines.


• The team members were identified for collecting feedback from stake holders and interviews

with Experts for noting the suggestions about the courses and necessary modifications

Interaction was carried out with expert from Industry and Academia. The faculty members

were trained by specialists in Technical Education System as regards to the Curriculum

Revision Process.

3. Roles to be played and functions to be performed by a diploma holder:

• A Diploma holder may be employed in the Industry as a Technician or Supervisor for

Production, Installation, Repairs and Maintenance. He also may be employed in drawing,

estimation or as an Assistant in IT related activities. He may be an Entrepreneur, be assigned

a job of Purchase/Marketing Department. Diploma holder should have basic knowledge of the

various subjects of his branch in Engineering and also the related Inter-disciplinary subjects.

He should be aware of the present technologies and be able to adopt the changes in future. He

shall acquire the necessary skill sets in the Engineering subjects.

• His role in the Society is that of a responsible individual and should conduct himself as

regards the values and cultures. He should acquire the necessary professional, presentation

and managerial Skills.

4. Outcome Based Education (OBE)

• The induction of India in the Washington Accord in 2014 with the permanent signatory status

of The National Board of Accreditation (NBA) is considered a big leap forward for the

higher-education system in India. It means that an Engineering graduate from India can be

employed in any one of the other countries who have signed the Washington accord. For

Indian Engineering Institutions to get accredited by NBA according to the pacts of the accord,

it is compulsory that engineering institutions follow the Outcome Based Education (OBE)

model.

• Cusrow Wadia Institute of Technology has adopted Outcome Based Education (OBE) model

in revision of its curriculum effective from year 2018. Development of curriculum based on

OBE model is a noteworthy step towards further improvement in quality of technical

education at polytechnic level in this institute.

• Outcome based education (OBE) is student-cantered teaching learning model that focuses on

measuring student’s performance through outcomes. Outcomes include knowledge, skills and

attitudes. Its focus remains on evaluation of outcomes of the program by stating the

knowledge, skill and behaviour a diploma holder is expected to attain upon completion of

every course (Course Outcomes) and after three years of diploma program (Program

Outcomes). Program specific outcomes (PSO’s) are statements that describe what the

graduates of a specific engineering program should be able to do.

• This OBE model measures the progress of the diploma holder in three parameters, which are

o Program Educational Objectives (PEO)

o Program Outcomes (PO)

o Course Outcomes (CO)

• Program Educational Objectives (PEO) are broad statements that describe the career and

professional accomplishments that the program is preparing the graduates to achieve. PEO’s

are measured 4-5 years after graduation.

• Program outcomes are narrower statements that describe what students are expected to know

and be able to do by the time he/she completes diploma education. They must reflect the

seven Graduate attributes as described by NBA for polytechnic education programs. Course


outcomes are the measurable parameters which evaluates each students performance for each

course that the student undertakes in every semester.

• The assessment of outcomes is divided in two parts direct assessment and indirect assessment,

direct assessment includes mid and end semester examinations, tutorials, assignments, project

work, orals, practical examinations, continuous lab work assessment, presentations and carries

weightage of 80%. Indirect assessment involves assessment through employer feedback,

alumni feedback, parents’ feedback etc and carries 20 % weightage. These course outcomes

are mapped to Program outcomes based on relevance. This pattern of evaluation aids in

effectively measuring the Program Outcome. The Program Educational Objective is measured

through Employer satisfaction survey, Alumni survey, Placement records and higher

education records.

5. Analysing Job Functions and Deriving Curriculum Outcomes:

• Vision and Mission of the programme were framed.

• The role of Diploma holder as a technician on the job is analysed in the four ‘Program

Educational Objectives (PEO)’ mapped with mission of the Department.

• The Program Outcomes (PO) suggested by NBA is incorporated with proper thought and

understanding and two ‘Program Specific Outcomes (PSO)’ were defined after discussion

with stake holders.

• Course Outcomes (CO) for each course is meticulously defined and mapped with POs and

PSOs

• The courses common to several programmes and the courses relevant to particular

programmes were classified under various categories.

• The overall course structure and Teaching Examination Scheme was prepared.

• The contents of various courses were finalised by considering the feedback from stake holders

through interviews, and discussions.

• The course structure and the contents were validated by the Board of Studies.

• Study of the Diploma programmes offered by MSBTE, other State Boards and other

Autonomous Institutions was done to widen the perspective.

6. Evolving the teaching learning process:

The following points were considered:

• No. of weeks – 16

• Average days per week- 5.5

• No. of contact hours per day – 7

• No. of hours per week for instruction and pre-decided Co-curricular activities – 38.

• Each course shall be taught for sixteen weeks.

7. Course Categories:

• Foundation (1)

• Allied (2)

• Core (3)

• Applied (4)

• Specialised (5)

• Number of courses for a programme – 37.

• Number of courses for award of class – 11


• Number of Elective courses – 3

• Number of credits to be earned for obtaining Diploma – 191.

• One credit = one hour of lecture or one hour of practical per week for a course.

• Ratio of theory to practical hours per week : approx. 53:47

8. Examination scheme:

• Theory paper – 80 marks

• Tests – 20 marks

• Term Work – 25 - 100 marks

• Practicals - 25 – 50 marks

• Viva voce - 25 – 75 marks

• Project Work - 100 + 50 marks

• Grand total – 4750 marks

• Grand total of marks for award of class – 1700.

9. Course-wise content detailing:

• For finalisation of course structure from Courses Committee, Examination Committee and

Board of Studies, various processes in the Curriculum Revision Model were followed. Also

the documents of MSBTE and Autonomous Polytechnics were referred.

• Contents were decided by taking into consideration, the expectations of the stake holders,

specific needs of Industry, Interviews, Discussions and Experts opinions.

• Every course has a unique code e.g. R18CE4101. ‘R18’ means the course is from the

curriculum revised in 2018. CE implies Civil Engineering Department will teach this course.

‘4’ indicates that it is Applied Course Category in the programme structure. ‘1’ means the

course is to be taught by Civil Engineering programme. ‘01’ is the serial number of the course

in Applied Courses Category.

The 7th character in the above 9 digit code is assigned for the programme, e.g. 1 – Civil,

2 – Mechanical, 3 – Electrical, 4 – Computer and 5 – Electronics & Telecommunication

Engineering and 7 – Common courses for all programmes taught by Science Department.

• A rationale giving the importance of the course in the curriculum is vividly explained. The

proficiency expected to be developed through the course is defined. The course outcomes are

derived indicating the purpose to teach the course.

• The practicals, student activities, assignments & tutorials are spelt out along with assessment

technique in form of Rubrics.

• The inputs for student activities are included in most of the courses so that the students will be

able to learn the contents beyond syllabus.

• The curriculum document prescribes learning resources for students e.g. Reference books,

Textbooks, Websites, Handbooks, Printed notes etc.

• Use of Learning Management System, Audio Visual Aids be increased for enhancing the

Teaching Learning Process.

10. Curriculum implementation strategy:

• Members of the faculty shall continuously undergo Induction Training Programme, Content

upgrading programme conducted by ISTE, NITTTR and other Organisations.

• The faculty members will be deputed to attend Refresher courses and Training programmes so

as to help them keep abreast with latest developments and technology.


• Faculty members will be trained/updated in respect of various aspects and methods of

evaluation systems, paper setting etc.

• Faculty will be trained/updated for monitoring the curriculum implementation.

• Library will be constantly modernised with additions of latest titles and books .The Library

will have open access to the students. Library will be open for extended hours. The Books

Bank Facility will support the demand of the students.

• The Laboratory and Field Manuals will be structured and standardised so that the students can

spend more time for doing practicals, understanding the significance, discussions and result

analysis rather than only writing the journals.

• The Examination rules will be revised to suit the curriculum and will have similarity as

regards to principles followed by MSBTE and other Examination bodies.

• The Evaluation Systems and marking schemes will be commensurate with the input hours and

importance of the topics in the course.

• 24 X 7 – 50 MBPS internet connection is available for faculty, staff and students. Also Wi-Fi

connectivity provided in all classrooms and laboratories will support the modern methods of

teaching.

• Uninterrupted Power Supply and captive power is made available to take over the load

shedding.

• The laboratories, equipments and computers be maintained in working conditions. The

models, charts and exhibits be displayed to invite attention of the students.

• Industrial visits, Field visits, Study tours shall be arranged regularly in a preplanned and

structured manner so as to have focus on technical aspects.

• Guest faculty should be invited to deliver lectures on recent trends, technologies, materials

and processes. These activities be planned in the beginning of the term.

• The students should imbibe various life skills, soft skills, learn stress management and adjust

help and appreciate colleagues especially during group activities, study tours and visits etc.



Vision And Mission of The Institute

Vision

To be a resourceful institute that develops technically competent and socially responsible

citizen for futuristic needs of industry and society.

Mission

M1: To impart technical knowledge and skills along with ethical and social values

M2: To continually enhance curricula and learning resources as per latest trends in

technology.

M3: To develop the faculty and enable them to implement innovative teaching methods.

M4: To strengthen association with industry and alumni.

M5: To adopt and implement various e-governance practices for benefits of stake-holders.

Vision and Mission of the Civil Engineering Department

Vision

To mould the students to become responsive to the needs of the civil engineering field by

imparting quality curriculum.

Mission

M1: To impart industry focused technical skills and adhere to social and ethical values.

M2: To update curricula as well as learning strategies in tune with latest development in

Civil Engineering.

M3: To reinforce linkage with industry as well as alumni.

M4: To continuously develop faculty & infrastructure.



DIPLOMA PROGRAMME IN CIVIL ENGINEERING

Rationale

Civil Engineering is a professional engineering discipline that deals with the planning design,

construction and maintenance of the physical and naturally built environment, including works such

as buildings, roads, railways, dams, canals, effluent treatment plants etc. The various sub-disciplines

are material science, geotechnical engineering, surveying, construction, water resource engineering,

transportation engineering, environmental engineering, structural engineering and project

management.

Aim of Civil Engineering fraternity is to improve the standard of life of human being by providing

physical means for human activities. The existence of creation of Civil Engineer can be felt from

buildings, roads, railways, dams, canals and all such structures. A Civil Engineer learns and works

with nature. He integrates the knowledge of physical science, mathematics, sociology and

management by providing solutions to challenges posed by the society and nature. It is one of the

oldest discipline addressing basic needs of water, shelter and food. It grooms civilisation by providing

basic infrastructure for the businesses, industries and organisations dealing with health, education,

entertainment etc.

New challenges of sustainable development, maintain ecological balance with ever increasing demand

for the physical means from the society can be mitigated by adopting clean technologies, eco friendly

materials and advanced knowledge based decision system by integration with other engineering

disciplines. Therefore the scope of Civil Engineering has crossed all physical, socio-political and

technological boundaries. The leadership, teamwork, good human engineering with sound technical

bias will be the key elements in making of a Civil Engineer.

Program Educational Objectives (PEOs)

PEO 1: Actively engage in problem solving using Civil Engineering principles as a team

member or individual to address the evolving needs of the society.

PEO 2: Adapt emerging techniques & methods in their professional practice in related

fields.

PEO 3: Provide ethical, social & sustainable solutions to Civil Engineering application

areas.

Program Outcomes (POs)

PO1: Basic and Discipline specific knowledge - Apply knowledge of basic mathematics,

science and engineering fundamentals and engineering specialization to solve the

engineering problems.

PO2: Problem analysis - Identify and analyse well-defined engineering problems using

codified standard methods.


PO3: Design/development of solutions - Design solutions for well-defined technical

problems and assist with the design of systems components or processes to meet

specified needs.

PO4: Engineering Tools, Experimentation and Testing - Apply modern engineering tools

and appropriate technique to conduct standard tests and measurements.

PO5: Engineering practices for society, sustainability and environment - Apply

appropriate technology in context of society, sustainability, environment and

ethical practices.

PO6: Project Management - Use engineering management principles individually, as a

team member or a leader to manage projects and effectively communicate about

well-defined engineering activities.

PO7: Life-long learning - Ability to analyse individual needs and engage in updating in

the context of technological changes.

Program Specific Outcomes (PSOs)

PSO1: Construction Planning and detailing – Plan, draft, detail out and estimate Civil

Engineering works.

PSO2: Construction Execution, Supervision and Maintenance – Supervise, construct and

maintain Civil Engineering activities.

Matrix of PEOs and Mission of the Department

-- Department Mission

Total %

Co-relation M1 M2 M3 M4

PEO 1 3 2 1 6 33.33

PEO 2 1 3 1 2 7 38.89

PEO 3 3 1 1 5 27.78

Total 7 6 3 2 18 100

% Co-relation 38.89 33.33 16.67 11.11 100

− All PEOs nearly equally contribute to mission of the department.

− Almost all PEOs exhibit strong co-relation to M1 as it is focussed on skills and values.

− M2 is focussed on adapting to advances in Civil Engineering field, thus PEO2 contribute

highest to M2.

− As M3 and M4 principally focus on linkage of other stake-holders with the Institute

hence contribution by almost all PEOs towards M3 and M4 is relatively low.

− As M4 bridges the gap between technological advances and program curriculum, PEO2

helps in achieving desired performance level over period of time for student in

profession.


Courses Contributing to Program Outcomes

Sr.

No.

Programme

Outcome (PO) Contributing Course

1 Basic and

discipline specific

knowledge

1) Basic Mathematics, 2) Engineering Mathematics, 3) Basic Science, 4) Applied

Science, 5) English, 6) Business Communication, 7) Engineering Graphic Skills, 8)

Engineering Mechanics, 9) Strength of Materials, 10) General Engineering (Elect. &

Mech.), 11) Entrepreneurship Development, 12) Construction Materials, 13) Building Planning & Drawing, 14) Building Construction, 15) Civil Engineering

Workshop and Practice, 16) Surveying-I, 17) Surveying-II, 18) Hydraulics, 19)

Geotechnical Engineering, 12) Transportation Engineering, 13) Road Engineering,

14) Environmental Engineering, 15) Irrigation Engineering, 16) Quantity Surveying-

I, 17) Quantity Surveying- II, 18) Construction Management, 19) Project Work, 20)

Design of RCC Structures, 21) Design of Steel Structures, 22) Seminar, 23)

Elective-I, 24) Elective-II, 25) Elective-III.

2 Problem analysis 1) Basic Mathematics, 2) Engineering Mathematics, 3) English 4) Engineering

Graphic Skills, 5) Entrepreneurship Development, 6) Building Planning & Drawing,

7) Building Construction, 9) Civil Engineering Workshop and Practice, 10)

Surveying-I, 11) Surveying-II, 12) Hydraulics, 13) Theory of structures, 14)

Geotechnical Engineering, 15) Transportation Engineering, 16) Road Engineering,

17) Environmental Engineering, 18) Irrigation Engineering, 19) Quantity Surveying-

I, 20) Quantity Surveying- II, 21) Construction Management, 22) Project Work, 23)

Design of RCC Structures, 24) Design of Steel Structures, 25) Seminar, 26)

Internship Training, 27) Elective-I, 28) Elective-II, 29) Elective-III.

3 Design/developm

ent of solutions

1) Basic Science, 2) Applied Science, 3) Office Automation & CAD, 4) Engineering

Graphic Skills, 5) General Engineering (Elect. & Mech.), 6) Entrepreneurship

Development, 7) Building Planning & Drawing, 8) Building Construction, 9)

Hydraulics, 10) Geotechnical Engineering, 11) Transportation Engineering, 12)

Road Engineering, 13) Environmental Engineering, 14) Irrigation Engineering, 15)

Quantity Surveying- I, 16) Quantity Surveying- II, 17) Construction Management,

18) Project Work, 19) Design of RCC Structures, 20) Design of Steel Structures, 21)

Seminar, 22) Internship Training, 23) Elective-I, 24) Elective-II, 25) Elective-III.

4 Engineering

Tools,

Experimentation

and Testing

1) Office Automation & CAD, 2) General Engineering (Elect. & Mech.), 3)

Entrepreneurship Development, 4) Building Planning & Drawing, 6) Building

Construction, 7) Civil Engineering Workshop and Practice, 8) Surveying-I, 9)

Surveying-II, 10) Hydraulics, 11) Concrete Technology, 12) Geotechnical

Engineering, 13) Road Engineering, 14) Environmental Engineering, 15) Irrigation

Engineering, 16) Quantity Surveying- II, 17) Construction Management, 18) Project

Work, 19) Design of RCC Structures, 20) Design of Steel Structures, 21) Seminar,

22) Internship Training, 23) Elective-I, 24) Elective-II, 25) Elective-III.

5 Engineering

practices for society,

sustainability and

environment

1) Basic Science, 2) Applied Science, 3) Office Automation & CAD, 4) Engineering

Graphic Skills, 5) General Engineering (Elect. & Mech.), 6) Entrepreneurship Development 7) Construction Materials, 8) Building Planning & Drawing, 9)

Building Construction, 10) Civil Engineering Workshop and Practice, 11)

Hydraulics, 12) Concrete Technology, 13) Geotechnical Engineering, 14)

Transportation Engineering, 15) Road Engineering, 16) Irrigation Engineering, 17)

Quantity Surveying- I, 18) Quantity Surveying- II, 19) Construction Management,

20) Project Work, 21) Design of RCC Structures, 22) Design of Steel Structures, 23)

Seminar, 24) Internship Training, 25) Elective-I, 26) Elective-II, 27) Elective-III.

6 Project

Management

1) Basic Science, 2) Applied Science, 3) Business Communication, 4) Entrepreneurship Development, 5) Building Planning & Drawing, 6) Civil

Engineering Workshop and Practice, 7) Surveying-I, 8) Surveying-II, 9) Concrete

Technology, 10) Geotechnical Engineering, 11) Irrigation Engineering, 12) Quantity

Surveying-I, 13) Quantity Surveying-II, 14) Construction Management, 15) Project

Work, 16) Design of RCC Structures, 17) Design of Steel Structures, 18) Seminar,

19) Internship Training, 20) Elective-I, 23) Elective-II, 24) Elective-III.


Sr.

No.

Programme

Outcome (PO) Contributing Course

7 Life-long learning 1) Basic Science, 2) Applied Science, 3) English, 4) Business Communication, 5) Office Automation & CAD, 6) Engineering Graphic Skills, 7) General Engineering

(Elect. & Mech.), 8) Entrepreneurship Development, 9) Building Planning &

Drawing, 10) Building Construction, 11) Civil Engineering Workshop and Practice,

12) Surveying-I, 13) Surveying-II, 14) Concrete Technology, 15) Geotechnical

Engineering, 16) Road Engineering, 17) Environmental Engineering, 18) Irrigation Engineering, 19) Quantity Surveying-I, 20) Quantity Surveying-II, 21) Construction

Management, 22) Project Work, 23) Design of RCC Structures, 24) Design of Steel

Structures, 25) Seminar, 26) Internship Training, 27) Elective-I, 28) Elective-II 29)

Elective-III

Courses Contributing to Program Specific Outcomes

Sr.

No.

Programme Specific

Outcome (PSO) Contributing Course

1 Construction Planning

and detailing

1) Basic Science, 2) Applied Science, 3) Engineering Graphic Skills, 4) General Engineering (Elect. & Mech.), 5) Entrepreneurship Development, 6)

Building Planning & Drawing 7) Building Construction, 8) Civil Engineering

Workshop and Practice, 9) Surveying-I, 10) Surveying-II, 11) Concrete

Technology, 12) Geotechnical Engineering, 13) Transportation Engineering,

14) Road Engineering, 15) Environmental Engineering, 16) Irrigation

Engineering, 17) Quantity Surveying-I, 18) Quantity Surveying-II, 19)

Construction Management, 20) Project Work, 21) Design of RCC Structures,

22) Design of Steel Structures, 23) Seminar, 24) Internship Training, 25)


2 Construction Execution, Supervision and

Maintenance

1) Basic Science, 2) Applied Science, 3) General Engineering (Elect. & Mech.), 4) Entrepreneurship Development, 5) Building Planning & Drawing,

6) Building Construction, 7) Civil Engineering Workshop and Practice, 8)

Concrete Technology, 9) Geotechnical Engineering, 10) Transportation

Engineering, 11) Road Engineering, 12) Irrigation Engineering, 13)

Construction Management, 14) Project Work, 15) Design of RCC Structures,

16) Design of Steel Structures, 17) Seminar, 18) Internship Training, 19)


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T

W

1

Fo

un

da

tio

n

(8 C

ou

rse

s)

R1

8S

C1

70

1

Ba

sic

Ma

the

ma

tics

--

C

4

1

-

5

80

2

0

- -

- 1

00

2

R1

8S

C1

70

2

En

gin

ee

rin

g

Ma

the

ma

tics

--

C

4

1

-

5

80

2

0

- -

- 1

00

3

R1

8S

C1

70

4

Ba

sic

Sci

en

ce

--

C

4

- 4

8

8

0

20

-

- 5

0

15

0

4

R1

8S

C1

70

5

Ap

plie

d S

cie

nce

--

C

4

-

4

8

80

2

0

- -

50

1

50

5

R1

8S

C1

70

7

En

glis

h

--

C

2

- 2

4

8

0

20

-

- 2

5

12

5

6

R1

8S

C1

70

8

Bu

sin

ess

Co

mm

un

ica

tio

n

--

C

1

- 2

3

-

- -

@2

5

25

5

0

7

R1

8C

E1

10

1

Off

ice

Au

tom

ati

on

an

d

CA

D

Off

ice

Au

tom

ati

on

(IC

T)

--

C

1

- 2

3

-

- @

50

-

75

1

25

CA

D

--

C

1

- 2

3

-

-

8

R1

8M

E1

20

3

En

gin

ee

rin

g

Gra

ph

ics

skil

ls

--

C

1

- 4

5

-

- @

50

-

50

1

00

To

tal

22

2

2

0

44

4

00

1

00

1

00

2

5

27

5

90

0

@ I

nte

rna

l A

sse

ssm

en

t

Cu

sro

w W

adia

In

stit

ute

of

Techn

olo

gy,

Pu

ne 1

, C

ivil

En

gin

eeri

ng D

epart

ment,

R1

8 C

urr

icu

lum

1

3

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

-1.

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G,

SC

HE

ME

: M

PE

CS

20

18

ALL

IED

CO

UR

SE

S

Sr.

No

. C

ate

go

ry

Co

urs

e

Co

de

S

ub

ject

Tit

le

Pre

req

uis

it

e

C/O

Te

ach

ing

Sch

em

e

Ex

am

ina

tio

n S

che

me

L T

P

C

E

SE

(TH

)

PA

(TT

)

ES

E

PA

T

ota

l P

R

OR

T

W

9

All

ied

(4 C

ou

rse

s)

R1

8A

M2

10

1

En

gin

ee

rin

g

Me

cha

nic

s -

C

3

- 2

5

8

0

20

-

- 2

5

12

5

10

R

18

AM

21

02

S

tre

ng

th o

f

Ma

teri

als

-

C

4

- 2

6

8

0

20

-

- 2

5

12

5

11

R

18

CE

21

03

Ge

ne

ral E

ng

g.

Ele

ctri

cal

&

Me

cha

nic

al

- C

-

- 4

4

-

- -

@5

0

50

1

00

12

R

18

ME

22

08

E

ntr

ep

ren

eu

rsh

ip

De

ve

lop

me

nt

- C

1

-

2

3

- -

- @

25

2

5

50

To

tal

8

- 1

0

18

1

60

4

0

- 7

5

12

5

40

0

@ I

nte

rna

l A

sse

ssm

en

t

N

. B

. –

Te

rm w

ork

fo

r a

ll t

he

co

urs

es

sha

ll b

e a

sse

sse

d i

nte

rna

lly

Cu

sro

w W

adia

In

stit

ute

of

Techn

olo

gy,

Pu

ne 1

, C

ivil

En

gin

eeri

ng D

epart

ment,

R1

8 C

urr

icu

lum

1

4

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

-1.

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G,

SC

HE

ME

: M

PE

CS

20

18

CO

RE

CO

UR

SE

S

Sr.

No

. C

ate

go

ry

Co

urs

e

Co

de

S

ub

ject

Tit

le

Pre

req

uis

ite

C

/O

Te

ach

ing

Sch

em

e

Ex

am

ina

tio

n S

che

me

L T

P

C

E

SE

(TH

)

PA

(TT

)

ES

E

PA

T

ota

l P

R

OR

T

W

13

Co

re

(10

Co

urs

es)

R1

8C

E3

10

1

Co

nst

ruct

ion

Ma

teri

als

--

C

3

-

- 3

8

0

20

-

- -

10

0

14

R

18

CE

31

02

Bu

ild

ing

Pla

nn

ing

&

Dra

win

g

--

C

3

- 4

7

8

0

20

-

25

@

50

1

75

15

R

18

CE

31

03

B

uil

din

g

Co

nst

ruct

ion

R

18

CE

31

01

C

4

-

2

6

80

2

0

- -

25

1

25

16

R

18

CE

31

04

Civ

il E

ng

g

Wo

rksh

op

&

Pra

ctic

e

--

C

- -

2

2

- -

- 2

5@

2

5

50

17

R

18

CE

31

05

S

urv

ey

ing

- I

--

C

3

-

4

7

80

2

0

25

-

50

1

75

18

R

18

CE

31

06

S

urv

ey

ing

-II

R1

8C

E3

10

5

C

3

- 4

7

8

0

20

2

5

- 5

0

17

5

19

R

18

CE

31

07

H

yd

rau

lics

C

3

1

2

6

80

2

0

- 2

5@

2

5*

1

50

20

R

18

AM

31

08

T

he

ory

of

Str

uct

ure

s R

18

AM

21

02

C

4

-

- 4

8

0

20

-

- -

10

0

21

R

18

AM

31

09

C

on

cre

te

Te

chn

olo

gy

--

C

3

-

2

5

80

2

0

- 2

5@

2

5

15

0

22

R

18

AM

31

10

G

eo

Te

chn

ica

l

En

gin

ee

rin

g

--

C

3

- 2

5

8

0

20

-

25

@

25

1

50

To

tal

29

1

2

2

52

7

20

1

80

5

0

12

5

27

5

13

50

*In

clu

de

s m

ark

s fo

r tu

tori

al

@ I

nte

rna

l A

sse

ssm

en

t

N.

B.

– T

erm

wo

rk f

or

all

th

e c

ou

rse

s sh

all

be

ass

ess

ed

in

tern

all

y

Cu

sro

w W

adia

In

stit

ute

of

Techn

olo

gy,

Pu

ne 1

, C

ivil

En

gin

eeri

ng D

epart

ment,

R1

8 C

urr

icu

lum

1

5

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

-1.

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G

, S

CH

EM

E:

MP

EC

S 2

01

8,

AP

PLI

ED

CO

UR

SE

S

Sr.

No

. C

ate

go

ry

Co

urs

e

Co

de

S

ub

ject

Tit

le

Pre

req

uis

ite

C

/O

T

ea

chin

g S

che

me

E

xa

min

ati

on

Sch

em

e

L T

P

C

T

H

TT

P

R

OR

T

W

To

tal

23

Ap

pli

ed

(12

Co

urs

es)

R1

8C

E4

10

1

Tra

nsp

ort

ati

on

En

gin

ee

rin

g

--

C

3

- -

3

80

2

0

- -

- 1

00

24

R

18

CE

41

02

R

oa

d

En

gin

ee

rin

g

--

C

3

- 2

5

8

0

20

-

25

2

5

15

0

25

R

18

CE

41

03

E

nv

iro

nm

en

tal

En

gin

ee

rin

g

--

C

3

- 2

5

8

0

20

-

25

2

5

15

0

26

R

18

CE

41

04

Ir

rig

ati

on

En

gin

ee

rin

g

--

C

4

- 2

6

8

0

20

-

25

2

5

15

0

27

R

18

CE

41

05

Q

ua

nti

ty

Su

rve

yin

g -

I

--

C

3

- 4

7

-

- -

50

@

50

1

00

28

R

18

CE

41

06

Q

ua

nti

ty

Su

rve

yin

g -

II

R1

8C

E4

10

5

C

3

- 4

7

8

0

20

-

50

5

0

20

0

29

R

18

CE

41

07

C

on

stru

ctio

n

Ma

na

ge

me

nt

--

C

3

- 2

5

8

0

20

-

25

2

5

15

0

30

R

18

CE

41

08

P

roje

ct W

ork

1

00

Cre

dit

s C

-

- 4

4

-

- -

50

1

00

1

50

31

R

18

AM

41

09

D

esi

gn

of

RC

C

Str

uct

ure

s R

18

AM

31

08

C

4

-

2

6

80

2

0

- 2

5

25

1

50

32

R

18

AM

41

10

D

esi

gn

of

Ste

el

Str

uct

ure

s R

18

AM

31

08

C

4

-

2

6

80

2

0

- 2

5

25

1

50

33

R

18

CE

41

11

S

em

ina

r --

C

-

- 2

2

-

- -

25

@

25

5

0

34

R

18

CE

41

12

In

tern

ship

Tra

inin

g

--

C

- -

6^

6

^

- -

- 7

5

75

1

50

To

tal

30

0

0

26

+6

^

56

+6

^

64

0

16

0

-

40

0

45

0

16

50

^

Ev

ery

stu

de

nt

ha

s to

un

de

rgo

6 w

ee

ks

Inte

rnsh

ip T

rain

ing

at

a s

ite

or

pla

nt

or

off

ice

re

late

d t

o C

ivil

En

gin

ee

rin

g i

n s

um

me

r v

aca

tio

n a

fte

r

term

en

d e

xam

ina

tio

n o

f e

ve

n t

erm

of

seco

nd

ye

ar.

T

ho

ug

h 6

cre

dit

s a

re a

llo

cate

d f

or

Inte

rnsh

ip T

rain

ing

, it

is

on

ly f

or

aw

ard

ing

ma

rks.

As

far

as

‘Te

ach

ing

Lo

ad

’ o

r ‘T

ime

Ta

ble

’ p

rep

ara

tio

n i

s co

nsi

de

red

, co

nce

rne

d f

acu

lty

wo

uld

be

ass

ign

ed

wit

h o

ne

ba

tch

of

stu

de

nts

(e

qu

iva

len

t to

pra

ctic

al

ba

tch

siz

e)

for

ass

ess

me

nt

an

d e

va

lua

tio

n o

f In

tern

ship

Tra

inin

g R

ep

ort

. F

or

this

pu

rpo

se 1

ho

ur

(or

two

ho

urs

on

wo

rkin

g S

atu

rda

y)

tea

chin

g l

oa

d w

ou

ld b

e c

on

sid

ere

d.

@

In

tern

al

Ass

ess

me

nt

N

. B

. –

Te

rm w

ork

fo

r a

ll t

he

co

urs

es

sha

ll b

e a

sse

sse

d i

nte

rna

lly

Cu

sro

w W

adia

In

stit

ute

of

Techn

olo

gy,

Pu

ne 1

, C

ivil

En

gin

eeri

ng D

epart

ment,

R1

8 C

urr

icu

lum

1

6

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

-1.

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G

, S

CH

EM

E:

MP

EC

S 2

01

8,

SP

EC

IALI

SE

D C

OU

RS

ES

Sr.

No

. C

ate

go

ry

Co

urs

e

Co

de

S

ub

ject

Tit

le

Pre

req

uis

ite

C

/O

Te

ach

ing

Sch

em

e

Ex

am

ina

tio

n S

che

me

L T

P

C

T

H

TT

P

R

OR

T

W

To

tal

35

S

pe

cia

lise

d

I

R1

8C

E5

10

1

Ad

va

nce

d

Co

nst

ruct

ion

Te

chn

iqu

es

R1

8A

M3

10

9

An

y

On

e

(To

be

Off

ere

d a

t V

Se

m.)

3

- 2

5

8

0

20

-

25

2

5

15

0

R1

8C

E5

10

3

Ad

va

nce

d

Su

rve

yin

g

R1

8C

E3

10

6

3

- 2

5

8

0

20

-

25

2

5

15

0

R1

8A

M5

10

5

Pre

str

ess

ed

Co

ncr

ete

R

18

AM

31

08

3

-

2

5

80

2

0

- 2

5

25

1

50

36

S

pe

cia

lise

d

II

R1

8C

E5

10

8

Civ

il E

ng

g

So

ftw

are

--

A

ny

On

e

(To

be

Off

ere

d a

t V

I

Se

m.)

3

- 2

5

8

0

20

-

25

2

5

15

0

R1

8C

E5

10

4

To

wn

ship

Pla

nn

ing

R

18

CE

31

02

3

-

2

5

80

2

0

- 2

5

25

1

50

R1

8A

M5

10

6

Ad

va

nce

d

Str

uct

ura

l

De

sig

n

R1

8A

M3

10

8

3

- 2

5

8

0

20

-

25

2

5

15

0

37

S

pe

cia

lise

d

III

R1

8C

E5

10

2

Bu

ild

ing

Se

rvic

es

R1

8C

E3

10

3

An

y

On

e

(To

be

Off

ere

d a

t V

I

Se

m.)

3

- 2

5

8

0

20

-

25

@

25

1

50

R1

8C

E5

10

7

Ge

o

Info

rma

tics

R

18

CE

31

06

3

-

2

5

80

2

0

- 2

5@

2

5

15

0

R1

8A

M5

11

0

Ea

rth

qu

ak

e

En

gin

ee

rin

g

R1

8A

M3

10

8

3

- 2

5

8

0

20

-

25

@

25

1

50

To

tal

09

-

6

15

2

40

6

0

- 7

5

75

4

50

GR

AN

D T

OT

AL

98

3

84

+

6^

18

5

+

6^

21

60

5

40

1

50

7

00

1

20

0

47

50

@ I

nte

rna

l A

sse

ssm

en

t

N.

B.

– T

erm

wo

rk f

or

all

th

e c

ou

rse

s sh

all

be

ass

ess

ed

in

tern

all

y

Cu

sro

w W

adia

In

stit

ute

of

Techn

olo

gy,

Pu

ne 1

, C

ivil

En

gin

eeri

ng D

epart

ment,

R1

8 C

urr

icu

lum

1

7

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

-1.

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G,

SC

HE

ME

: M

PE

CS

20

18

,

CLA

SS

DE

CLA

RA

TIO

N C

OU

RS

ES

Cla

ss D

ecl

ara

tio

n C

ou

rse

s T

ea

chin

g S

che

me

E

xa

min

ati

on

sch

em

e

To

tal

Sr

No

C

ate

go

ry

Co

de

C

ou

rse

Tit

le

L T

P

C

T

H

TT

P

R

OR

T

W

1

Ap

pli

ed

R

18

CE

41

02

R

oa

d E

ng

ine

eri

ng

3

-

2

5

80

2

0

- 2

5

25

1

50

2

Ap

pli

ed

R

18

CE

41

03

E

nv

iro

nm

en

tal

En

gin

ee

rin

g (

PH

E)

3

- 2

5

8

0

20

-

25

2

5

15

0

3

Ap

pli

ed

R

18

CE

41

04

Ir

rig

ati

on

En

gin

ee

rin

g

4

- 2

6

8

0

20

-

25

2

5

15

0

4

Ap

pli

ed

R

18

CE

41

06

Q

ua

nti

ty S

urv

ey

ing

- I

I 3

--

- 4

7

8

0

20

-

50

5

0

20

0

5

Ap

pli

ed

R

18

CE

41

07

C

on

stru

ctio

n m

an

ag

em

en

t 3

-

2

5

80

2

0

- 2

5

25

1

50

6

Ap

pli

ed

R

18

CE

41

08

P

roje

ct W

ork

-

- 4

4

-

- -

50

1

00

1

50

7

Ap

pli

ed

R

18

AM

41

09

D

esi

gn

of

RC

C S

tru

ctu

res

4

- 2

6

8

0

20

-

25

2

5

15

0

8

Ap

pli

ed

R

18

AM

41

10

D

esi

gn

of

Ste

el

Str

uct

ure

s 4

-

2

6

80

2

0

- 2

5

25

1

50

9

Ap

pli

ed

R

18

CE

41

12

In

tern

ship

Tra

inin

g

- -

6^

6

^

- -

- 7

5

75

1

50

10

S

pe

cia

lise

d

--

Ele

ctiv

e 1

3

-

2

5

80

2

0

- 2

5

25

1

50

11

S

pe

cia

lise

d

--

Ele

ctiv

e 2

3

-

2

5

80

2

0

- 2

5

25

1

50

T

ota

l 3

0

00

2

4+

6^

54

+

6^

7

20

1

80

0

3

75

4

25

1

70

0

^

Ev

ery

stu

de

nt

ha

s to

un

de

rgo

6 w

ee

ks

Inte

rnsh

ip T

rain

ing

at

a s

ite

or

pla

nt

or

off

ice

re

late

d t

o C

ivil

En

gin

ee

rin

g i

n s

um

me

r v

aca

tio

n a

fte

r

term

en

d e

xam

ina

tio

n o

f e

ve

n t

erm

of

seco

nd

ye

ar.

T

ho

ug

h 6

cre

dit

s a

re a

llo

cate

d f

or

Inte

rnsh

ip T

rain

ing

, it

is

on

ly f

or

aw

ard

ing

ma

rks.

As

far

as

‘Te

ach

ing

Lo

ad

’ o

r ‘T

ime

Ta

ble

’ p

rep

ara

tio

n i

s co

nsi

de

red

, co

nce

rne

d f

acu

lty

wo

uld

be

ass

ign

ed

wit

h o

ne

ba

tch

of

stu

de

nts

(e

qu

iva

len

t to

pra

ctic

al

ba

tch

siz

e)

for

ass

ess

me

nt

an

d e

va

lua

tio

n o

f In

tern

ship

Tra

inin

g R

ep

ort

. F

or

this

pu

rpo

se 1

ho

ur

(or

two

ho

urs

on

wo

rkin

g S

atu

rda

y)

tea

chin

g l

oa

d w

ou

ld b

e c

on

sid

ere

d.

To

tal

Th

eo

ry C

red

its

: 3

0

To

tal

Th

eo

ry M

ark

s :

90

0

To

tal P

ract

ica

l C

red

its

:

24

+6

^

T

ota

l N

on

-th

eo

ry M

ark

s :

80

0

Th

eo

ry C

red

its

to P

ract

ica

l C

red

it r

ati

o

=

56

: 4

4

----

Wit

ho

ut

Inte

rnsh

ip T

rain

ing

Cre

dit

s

50

: 5

0 -

---

Wit

h I

nte

rnsh

ip T

rain

ing

Cre

dit

s

Th

eo

ry m

ark

s to

No

n-t

he

ory

ma

rks

rati

o

=

53

: 4

7

Cu

sro

w W

adia

In

stit

ute

of

Techn

olo

gy,

Pu

ne 1

, C

ivil

En

gin

eeri

ng D

epart

ment,

R1

8 C

urr

icu

lum

1

8

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

-1.

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G,

SC

HE

ME

: M

PE

CS

20

18

GR

OU

PS

AN

D C

OU

RS

ES

UN

DE

R S

PE

CIA

LIZ

ED

CA

TE

GO

RY

Gro

up

C

ou

rse

s

Ele

ctiv

e 1

E

lect

ive

s 2

E

lect

ive

3

I -

Co

nst

ruct

ion

& P

lan

nin

g

Ad

va

nce

d C

on

stru

ctio

n

Te

chn

iqu

es

(R1

8C

E5

10

1)

Civ

il E

ng

g.

So

ftw

are

(R1

8C

E5

10

8)

Bu

ild

ing

Se

rvic

es

(R1

8C

E5

10

2)

II –

Ad

va

nce

s in

Civ

il E

ng

g.

Ad

va

nce

d S

urv

ey

ing

(R1

8C

E5

10

3)

To

wn

ship

Pla

nn

ing

(R1

8C

E5

10

4)

Ge

o I

nfo

rma

tics

(R1

8C

E5

10

7)

III

- S

tru

ctu

ral

En

gg

. P

re S

tre

sse

d C

on

cre

te

(R1

8A

M5

10

5)

Ad

va

nce

d S

tru

ctu

ral

De

sig

n (

R1

8A

M5

10

6)

Ea

rth

qu

ake

En

gg

.

(R1

8A

M5

11

0)

To

tal o

pti

on

al

cou

rse

s o

ffe

red

= 0

9,

T

ota

l o

pti

on

al

cou

rse

s to

be

op

ted

by t

he

stu

de

nts

= 0

3

SU

MM

AR

Y O

F M

PE

CS

R1

8 S

TR

UC

TU

RE

To

tal

Co

urs

es

C +

O

(Cre

dit

s)

To

tal

Ma

rks

(Cre

dit

s)

No

. o

f

Th

eo

ry

Co

urs

es

No

. o

f

Pra

ct.

Ex

t +

In

t

(Ma

rks)

No

. o

f O

ral

Ex

t +

In

t

(Ma

rks)

Pro

ject

L +

P

(Ma

rks)

No

. o

f C

lass

De

cla

rati

on

Co

urs

es

Th

+ P

r +

Or

+ T

W

(Ma

rks)

34

+ 3

(17

6 +

15

)

47

50

(18

5+

6^

) 2

7

2 +

2

(50

+ 1

00

)

11

+ 1

1

(37

5 +

32

5)

0 +

4

(50

Or

+ 1

00

TW

= 1

50

)

9 +

0 +

11

+ 1

1

(90

0 +

0 +

37

5 +

42

5 =

17

00

)

19

Fo

un

da

tio

n C

ou

rse

s

* B

asic

Ma

the

ma

tics

* E

ngin

ee

rin

g M

ath

em

atic

s

* B

asic

Sci

en

ce

* A

pp

lied

Sci

en

ce

* E

ngli

sh

* B

usi

ne

ss C

om

mu

nic

ati

on

* O

ffic

e A

uto

ma

tio

n &

CA

D

* E

ngin

ee

rin

g G

rap

hic

Skill

s

All

ied

Co

urs

es

* E

ngin

ee

rin

g M

ech

an

ics

* S

tre

ng

th o

f M

ate

ria

ls

* G

en

era

l En

gin

ee

rin

g (

Ele

ct.

& M

ech

.)

* E

ntr

ep

ren

eu

rsh

ip D

eve

lop

me

nt

Co

re C

ou

rse

s

* C

on

stru

ctio

n M

ate

ria

ls

* B

uild

ing

Pla

nn

ing &

Dra

win

g

* B

uild

ing

Co

nst

ruct

ion

* C

ivil

En

gg.

Wo

rksh

op

& P

ract

ice

* S

urv

eyi

ng I

* S

urv

eyi

ng I

I

* H

yd

rau

lics

* T

he

ory

of

Stru

ctu

res

* C

on

cre

te T

ech

no

log

y

* G

eo

tech

nic

al E

ngin

ee

rin

g

Ap

pli

ed

Co

urs

es

* T

ran

spo

rtat

ion

En

gin

ee

rin

g

* R

oa

d E

ng

ine

eri

ng

* E

nvir

on

me

nta

l En

gin

ee

rin

g

* I

rrig

ati

on

En

gin

ee

rin

g

* Q

ua

nti

ty S

urv

eyin

g -

I

* Q

ua

nti

ty S

urv

eyin

g -

II

* C

on

stru

ctio

n M

ana

ge

me

nt

* P

roje

ct w

ork

* D

esi

gn

of

RC

C S

tru

ctu

res

* D

esi

gn

of

Ste

el

Stru

ctu

res

* S

em

ina

r

* I

nte

rnsh

ip T

rain

ing

Sp

eci

ali

zed

Co

urs

es

*A

dva

nce

d C

on

stru

ctio

n

T

ech

niq

ue

s

* A

dva

nce

d S

urv

eyin

g

* P

re s

tre

sse

d

Co

ncr

ete

* C

ivil

En

gg.

Soft

wa

re

* T

ow

nsh

ip P

lan

nin

g

* A

dva

nce

d S

tru

ctu

ral

De

sig

n

* B

uild

ing

Se

rvic

es

* G

eo

-in

form

ati

cs

* E

art

hq

ua

ke

En

gin

ee

rin

g

Pro

gra

m O

utc

om

es

(PO

s)

PO

1:

Ba

sic

an

d D

isci

plin

e s

pe

cifi

c kn

ow

led

ge

- A

pp

ly k

no

wle

dge

of

ba

sic

mat

he

ma

tics

, sc

ien

ce a

nd

en

gin

ee

rin

g f

un

dam

en

tals

an

d

en

gin

ee

rin

g s

pe

cial

izat

ion

to

so

lve

th

e e

ng

ine

eri

ng p

rob

lem

s.

PO

2:

Pro

ble

m a

na

lysi

s -

Ide

nti

fy a

nd

an

aly

se w

ell-

de

fin

ed

en

gin

ee

rin

g

pro

ble

ms

usi

ng c

od

ifie

d s

tan

da

rd m

eth

od

s.

PO

3:

De

sign

/de

ve

lop

me

nt

of

solu

tio

ns

- D

esi

gn

so

luti

on

s fo

r w

ell-

de

fin

ed

te

chn

ical

pro

ble

ms

an

d a

ssis

t w

ith

th

e d

esi

gn

of

syst

em

s

com

po

ne

nts

or

pro

cess

es

to m

ee

t sp

eci

fie

d n

ee

ds.

PO

4:

En

gin

ee

rin

g T

oo

ls,

Exp

eri

me

nta

tio

n &

Te

stin

g -

Ap

ply

mo

de

rn

en

gin

ee

rin

g

too

ls

an

d

ap

pro

pri

ate

te

chn

iqu

e

to

con

du

ct

sta

nd

ard

te

sts

an

d m

eas

ure

me

nts

.

PO

5:

En

gin

ee

rin

g p

ract

ice

s fo

r so

cie

ty,

sust

ain

abilit

y a

nd

en

viro

nm

en

t

- A

pp

ly

ap

pro

pri

ate

te

chn

olo

gy

in

con

text

o

f so

cie

ty,

sust

ain

ab

ility

, e

nvir

on

me

nt

an

d e

thic

al p

ract

ice

s.

PO

6:

Pro

ject

Ma

nag

em

en

t -

Use

en

gin

ee

rin

g m

an

age

me

nt

pri

nci

ple

s

ind

ivid

ual

ly,

as a

te

am

me

mb

er

or

a l

ead

er

to m

an

age

pro

ject

s

an

d

eff

ect

ive

ly

com

mu

nic

ate

ab

ou

t w

ell-

de

fin

ed

e

ng

ine

eri

ng

act

ivit

ies.

PO

7:

Life

-lo

ng

le

arn

ing

- A

bil

ity

to

ana

lyse

in

div

idu

al

ne

ed

s a

nd

en

ga

ge

in u

pd

atin

g in

th

e c

on

text

of

tech

no

logic

al

chan

ge

s.

Pro

gra

m S

pe

cifi

c O

utc

om

es

(PS

Os)

PSO

1:

Co

nst

ruct

ion

Pla

nn

ing

an

d d

eta

ilin

g –

Pla

n,

dra

ft,

de

tail

ou

t a

nd

est

ima

te C

ivil

En

gin

ee

rin

g w

ork

s.

PSO

2:

C

on

stru

ctio

n

Exe

cuti

on

, Su

pe

rvis

ion

a

nd

M

ain

ten

an

ce

–

Sup

erv

ise

, co

nst

ruct

an

d m

ain

tain

Civ

il E

ng

ine

eri

ng

act

ivit

ies.

Pro

gra

m E

du

cati

on

al O

bje

ctiv

es

PE

O1

: A

ctiv

ely

en

ga

ge

in p

rob

lem

solv

ing

usi

ng

Civ

il

En

gin

ee

rin

g p

rin

cip

les

as a

tea

m m

em

be

r o

r in

div

idu

al

to

ad

dre

ss

the

e

vo

lvin

g

ne

ed

s o

f th

e s

oci

ety

.

PE

O2

: A

da

pt

em

erg

ing

te

chn

iqu

es

&

me

tho

ds

in

the

ir

pro

fess

ion

al

pra

ctic

e

in

rela

ted

fie

lds.

PE

O 3

: P

rovid

e

eth

ica

l,

soci

al

&

sust

ain

ab

le

solu

tio

ns

to

Civ

il

En

gin

ee

rin

g

ap

pli

cati

on

are

as

LIN

K D

IA

GR

AM

FO

R C

IV

IL

EN

GIN

EE

RIN

G

Cu

sro

w W

ad

ia I

nst

itute

of

Technolo

gy,

Pune 1

, C

ivil

Engin

eeri

ng D

epart

ment,

R1

8 C

urr

iculu

m

20

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

1

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G

SC

HE

ME

: M

PE

CS

20

18

Pro

ba

ble

Se

me

ste

r w

ise

Dis

trib

uti

on

of

Co

urs

es

Off

ere

d

Ye

ar

– I

, T

erm

– O

dd

, S

em

est

er

– I

Sr.

No

.

Co

urs

e

Co

de

C

ou

rse

T

ea

ch

ing

Sch

em

e

Wo

rk

Loa

d

Exa

min

ati

on

Sch

em

e

L T

P

C

T

H

TT

P

R

OR

T

W

To

tal

1

R1

8S

C1

70

1

Ba

sic

Ma

the

ma

tics

(B

MT

) 4

1

-

5

05

8

0

20

-

- -

10

0

2

R1

8S

C1

70

4

Ba

sic

Sci

en

ce (

BS

C)

4

- 4

8

1

6

80

2

0

- -

50

1

50

3

R1

8S

C1

70

7

En

gli

sh (

EN

G)

2

- 2

4

0

8

80

2

0

- -

25

1

25

4

R1

8M

E1

20

3

En

gin

ee

rin

g G

rap

hic

s S

kill

s (E

GS

) 1

-

4

5

13

-

- @

50

-

50

1

00

5

R1

8C

E3

10

1

Co

nst

ruct

ion

Ma

teri

als

(C

SM

) 3

-

- 3

0

3

80

2

0

- -

- 1

00

To

tals

1

4

1

10

2

5

45

3

20

8

0

50

-

12

5

57

5

Th

eo

ry E

xa

ms

= 4

,

Pra

ctic

al

& O

ral

Ex

am

= 0

1 (

Inte

rna

l)

@ I

nte

rna

l

Cu

sro

w W

ad

ia I

nst

itute

of

Technolo

gy,

Pune 1

, C

ivil

Engin

eeri

ng D

epart

ment,

R1

8 C

urr

iculu

m

21

CU

SR

OW

WA

DIA

IN

ST

ITU

TE

OF

TE

CH

NO

LOG

Y,

PU

NE

1

PR

OG

RA

MM

E:

DIP

LOM

A I

N C

IVIL

EN

GIN

EE

RIN

G

SC

HE

ME

: M

PE

CS

20

18

Pro

ba

ble

Se

me

ste

r w

ise

Dis

trib

uti

on

of

Co

urs

es

Off

ere

d

Ye

ar

– I

, T

erm

– E

ve

n,

Se

me

ste

r –

II

Sr.

No

.

Co

urs

e

Co

de

C

ou

rse

T

ea

ch

ing S

che

me

W

ork

Loa

d

Exa

min

ati

on

Sch

em

e

L T

P

C

T

H

TT

P

R

OR

T

W

To

tal

1

R1

8S

C1

70

2

En

gin

ee

rin

g M

ath

em

ati

cs (

EM

T)

4

1

- 5

0

5

80

2

0

- -

- 1

00

2

R1

8S

C1

70

5

Ap

plie

d S

cie

nce

(A

S)

4

- 4

8

1

6

80

2

0

- -

50

1

50

3

R1

8S

C1

70

8

Bu

sin

ess

Co

mm

un

ica

tio

n (

BC

M)

1

- 2

3

0

7

- -

- @

25

2

5

50

- R

18

CE

11

01

O

ffic

e A

uto

ma

tio

n

an

d C

AD

(T

o b

e

reg

iste

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1

2

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20

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#

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ecl

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ou

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it i

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fo

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wa

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pa

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qu

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pra

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for

ass

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(or

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d w

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ld b

e c

on

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ad

ia I

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itute

of

Technolo

gy,

Pune 1

, C

ivil

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eeri

ng D

epart

ment,

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8 C

urr

iculu

m

25

CU

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OW

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TE

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CH

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Y,

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NE

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OG

RA

MM

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IVIL

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PE

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me

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urs

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d

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on

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H

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2

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5

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0

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5

15

0

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ine

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#

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0

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25

1

50

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8

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#

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2

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00

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50

4

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0

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sig

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el

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ure

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#

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6

1

0

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0

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5

25

1

50

5

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8

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il E

ngg

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(C

ES

) S

tud

en

ts h

ave

to

op

t

for

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y

on

e

spe

cia

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cou

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on

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s E

lect

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25

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es

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de

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ve

to

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for

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y

on

e

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on

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cou

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lect

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1

2

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0

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2

5

15

0

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10

7

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o

Info

rma

tics

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0

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rth

qu

ak

e

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gin

ee

rin

g

(EQ

E)

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tals

1

7

- 1

2

29

5

9

40

0

10

0

- 1

75

2

25

9

00

Th

eo

ry E

xa

ms

= 5

,

Pra

ctic

al

& O

ral

Ex

am

= 0

5 (

Ex

tern

al)

+ 1

(In

tern

al)

@

In

tern

al

# C

lass

De

cla

rati

on

Co

urs

e


CUSROW WADIA INSTITUTE OF TECHNOLOGY, PUNE 1

PROGRAMME: DIPLOMA IN CIVIL ENGINEERING, SCHEME: MPECS 2018

INDEX

Sr.

No. Category Course Code Course Title (Abbreviation)

Page

No.

1

Foundation

R18SC1701 Basic Mathematics (BMT) 1

2 R18SC1702 Engineering Mathematics (EMT) 8

3 R18SC1704 Basic Science (BSC) 15

4 R18SC1705 Applied Science (ASC) 25

5 R18SC1707 English (ENG) 35

6 R18SC1708 Business Communication (BCM) 45

7 R18CE1101 Office Automation &

CAD (OAC)

Part 1 - Office Automation 52

Part 2 - CAD 61

8 R18ME1203 Engineering Graphic Skills (EGS) 67

9

Allied

R18AM2101 Engineering Mechanics (EMC) 73

10 R18AM2102 Strength of Materials (SOM) 81

11 R18CE2103 General Engineering – Elect. & Mech. (GEEM) 88

12 R18ME2208 Entrepreneurship Development (EDP) 93

13

Core

R18CE3101 Construction Materials (CSM) 99

14 R18CE3102 Building Planning & Drawing (BPD) 105

15 R18CE3103 Building Construction (BC) 113

16 R18CE3104 Civil Engg Workshop & Practice (CEWP) 122

17 R18CE3105 Surveying – I (SVY-I) 127

18 R18CE3106 Surveying- II (SVY-II) 138

19 R18CE3107 Hydraulics (HYD) 149

20 R18AM3108 Theory of Structures (TOS) 157

21 R18AM3109 Concrete Technology (CT) 164

22 R18AM3110 Geo Technical Engineering (GTE) 172

23

Applied

R18CE4101 Transportation Engineering (TRE) 180

24 R18CE4102 Road Engineering (RE) 186

25 R18CE4103 Environmental Engineering(EE) 197

26 R18CE4104 Irrigation Engineering (IRG) 206

27 R18CE4105 Quantity Surveying – I (QS-I) 216

28 R18CE4106 Quantity Surveying – II (QS-II) 222

29 R18CE4107 Construction Management (CM) 229

30 R18CE4108 Project Work (PW) 237

31 R18AM4109 Design of RCC Structures (DRCC) 242

32 R18AM4110 Design of Steel Structures (DSS) 248

33 R18CE4111 Seminar (SMN) 254

34 R18CE4112 Internship Training (INTR) 260

35

Sp

ecia

lize

d

I

R18CE5101 Advanced Construction Techniques (ACT) 265

R18CE5103 Advanced Surveying (AS) 272

R18AM5105 Pre-stressed Concrete (PSC) 282

36 II

R18CE5108 Civil Engineering Software (CES) 289

R18CE5104 Township Planning (TP) 294

R18AM5106 Advanced Structural Design (ASD) 302

37 III

R18CE5102 Building Services (BS) 309

R18CE5107 Geo-informatics (GI) 316

R18AM5110 Earthquake Engineering (EQE) 326

COURSE NAME Basic Mathematics COURSE CODE R18SC1701

Cusrow Wadia Institute of Technology, Pune 1, Civil Engineering Department, R18 Curriculum

Page 1

CUSROW WADIA INSTITUTE OF TECHNOLOGY, PUNE -1

Diploma Programme CIVIL/MECH./ELECT./COMP./E&TC.

Course Name Basic Mathematics Course code R18SC1701

Course Category Foundation Credits 5

COURSE TEACHING, ASSESSMENT AND EVALUATION SCHEME:

Teaching scheme

Evaluation scheme

Direct assessment - Weightage - 80%

Theory outcome Practical outcome

Total TERMWORK PRACTICAL ORAL

Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

4 + 1* -

80 20 - - - - - - - 100

Indirect assessment – Weightage - 20%

Mid semester students feedback End of the course survey

End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU, Oral –OR, * TU Hours

1. RATIONALE

Mathematics is an important prerequisite for the development and understanding of engineering

concepts. The aim of the course is to acquire some essential competencies in Mathematics by the

students of diploma in Engineering. The course will help the students to think logically and

systematically. The students will develop the attitude of problem solving. Hence the course provides the

ability to analyse Engineering problems using determinants, matrices, trigonometry, statistics and

graphs.

2. EXPECTED PROFICIENCY

Solve broad-based technology problems using the principles of basic Mathematics.

3. COURSE OUTCOMES (COs)

Students will be able to

1. Apply the rules and formulae of trigonometry to solve engineering problem.

2. Use determinant and matrices to solve simultaneous equations for engineering

problem.

3. Analyze the given data using measures of central tendency and dispersion.

4. Plot the graph of functions used in engineering field.

CO

UR

SE

NA

ME

B

asi

c M

ath

ema

tics

C

OU

RSE

CO

DE

R

18

SC

17

01

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1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

2

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Bas

ic M

athem

atic

s

Co

urs

e C

od

e:

R1

8S

C1

70

1

PO

1

Bas

ic a

nd

Dis

cipli

ne

spec

ific

kno

wle

dge

PO

2

Pro

ble

m

anal

ysi

s

PO

3

Desi

gn

/

dev

elop

ment

of

solu

tions

PO

4

En

gin

eeri

ng T

ools

,

Ex

per

imenta

tion

and

Tes

ting

PO

5

En

gin

eeri

ng p

ract

ices

for

soci

ety,

sust

ainab

ilit

y a

nd

envir

on

men

t

PO

6

Pro

ject

Man

agem

ent

PO

7

Lif

e-lo

ng

lear

nin

g

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

deta

ilin

g

PS

O 2

Co

nst

ruct

ion

execu

tio

n,

sup

ervis

ion

an

d

ma

inte

na

nce

CO

1.

3

2

CO

2

3

2

CO

3

3

2

CO

4

3

2

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

'S

TO

PIC

S A

ND

LO'S

TE

ST

EN

D

EX

AM

INA

TIO

N

TU

TO

RIA

LS

CO

UR

SE

NA

ME

B

asi

c M

ath

emati

cs

CO

UR

SE

CO

DE

R

18

SC

170

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

3

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1a.

Ap

ply

the

con

cep

t o

f C

om

pou

nd a

ngle

, al

lied

an

gle

,

and m

ult

iple

an

gle

s to

solv

e th

e giv

en s

imple

engin

eeri

ng p

rob

lem

(s).

1b

. A

pp

ly t

he

con

cep

t o

f S

ub

- m

ult

iple

angle

to s

olv

e

the

giv

en s

imple

engin

eeri

ng r

elat

ed p

rob

lem

(s).

1.1

T

rig

on

om

etri

c ra

tios

of

an

an

gle

D

efin

itio

n o

f p

osi

tive

and n

egat

ive

angle

s.

Unit

of

mea

sure

men

t o

f an a

ngle

.

Sig

ns

of

trig

on

om

etri

c ra

tios

of

an a

ngle

in t

he

four

quadra

nts

.(A

ST

C R

UL

E)

Tri

go

no

met

ric

rati

os

of

neg

ativ

e an

gle

s.

1.2

T

rigo

no

met

ric

rati

os

of

com

po

und a

nd a

llie

d a

ngle

s.

1.3

T

rigo

no

met

ric

rati

os

of

mult

iple

and s

ub-m

ult

iple

an

gle

s.

12

12

C

O1

2

2a.

App

ly c

once

pt

of

fact

ori

zati

on a

nd d

e-fa

cto

riza

tio

n

form

ula

e to

solv

e th

e giv

en s

imple

en

gin

eeri

ng

pro

ble

m(s

).

2b

. In

ves

tigat

e giv

en s

imp

le p

roble

ms

uti

lizi

ng i

nv

erse

trig

ono

met

ric

rati

os

2.1

Fac

tori

zati

on a

nd d

e-fa

ctori

zati

on f

orm

ula

e.

2.2

In

ver

se C

ircu

lar

fun

ctio

n

D

efin

itio

n o

f in

ver

se c

ircu

lar

funct

ion.

Pri

nci

pal

val

ue

of

inver

se c

ircu

lar

fun

ctio

n.

Pro

per

ties

of

inv

erse

cir

cula

r fu

nct

ion.

Sim

ple

pro

ble

ms

bas

ed o

n p

rop

erti

es.

12

.

10

C

O1

3

3a.

Cal

cula

te t

he

are

a of

the

giv

en t

rian

gle

wit

h v

erti

ces

A,

B,

C u

sing d

eter

min

ant.

3b

. Solv

e th

e sy

stem

of

lin

ear

equat

ions

usi

ng

det

erm

inant

met

ho

d f

or

giv

en s

imple

engin

eeri

ng

pro

ble

m.

3c.

Res

olv

e th

e giv

en p

rop

er f

ract

ion i

nto

par

tial

fract

ions.

3.1

Det

erm

ina

nt:

D

efin

itio

n o

f det

erm

inants

.

Pro

ble

ms

on e

xp

ansi

on o

f d

eter

min

ants

of

ord

er 3

.

Solu

tion o

f si

mult

aneo

us

equat

ion i

n

thre

e u

nkn

ow

ns

(Cra

mer

's R

ule

).

3.2

Part

ial

Fra

ctio

ns:

D

efin

itio

n o

f fr

act

ion,

pro

per

an

d i

mp

rop

er f

ract

ion.

Res

olv

e th

e giv

en p

rop

er f

ract

ion i

nto

par

tial

fra

ctio

n f

or

the

case

s

a.

Fac

tors

of

den

om

inat

or

are

lin

ear

and n

on-r

epea

ted

b.

Fac

tors

of

den

om

inat

or

are

lin

ear

but

rep

eate

d

c.

Fac

tors

of

den

om

inat

or

are

qu

adra

tic,

non-r

epea

ted a

nd

irre

duci

ble

.

16

14

C

O2

CO

UR

SE

NA

ME

B

asi

c M

ath

emati

cs

CO

UR

SE

CO

DE

R

18

SC

170

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

4

4

4a.

S

olv

e th

e sy

stem

of

linea

r eq

uat

ions

usi

ng m

atri

x

met

hod a

nd d

eter

min

ant

met

ho

d f

or

giv

en s

imp

le

engin

eeri

ng p

rob

lem

.

Ma

tric

es:

4.1

D

efin

itio

n o

f a

Mat

rix.

Typ

es o

f M

atri

ces.

4.2

Alg

ebra

of

mat

rice

s:

Addit

ion,

sub

tract

ion a

nd m

ult

ipli

cati

on o

f m

atri

ces.

4.3

Tra

nsp

ose

of

a m

atri

x.

Adjo

int

of

a m

atri

x.

In

ver

se o

f a

mat

rix b

y a

djo

int

met

ho

d.

Solu

tio

n o

f si

mult

aneo

us

equat

ion b

y

m

atri

x m

eth

od.

16

12

C

O2

5

5a.

Cal

cula

te t

he

mea

n d

evia

tio

n o

f th

e giv

en s

tati

stic

al

ob

serv

atio

ns

of

an e

xp

erim

ent

5b

. Cal

cula

te t

he

stan

dar

d d

evia

tion,

vari

an

ce a

nd

coef

fici

ent

of

vari

atio

n o

f th

e giv

en d

ata

5c.

Just

ify t

he

consi

sten

cy

of

the

giv

en s

imp

le s

ets

of

dat

a

Mea

sure

s of

Dis

per

sion

: 5

.1

Mea

n d

evia

tion a

bout

mea

n o

f ra

w,

un

gro

up

ed a

nd g

roup

ed

dat

a.

5.2

Sta

nd

ard d

evia

tion o

f ra

w,

ung

roup

ed a

nd g

roup

ed d

ata.

5.3

Var

iance

an

d c

oef

fici

ent

of

var

iati

on.

5.4

Co

mpari

son o

f tw

o s

ets.

12

8

CO

3

6

6a.

F

ind t

he

val

ue

of

the

giv

en f

un

ctio

n

6b

. P

lot

the

gra

ph o

f th

e giv

en s

imp

le f

unct

ion

6.1

Fu

nct

ion

s an

d L

imit

s:

Def

init

ion o

f fu

nct

ions

an

d N

ota

tion.

Dif

fere

nt

typ

es o

f fu

nct

ions.

Lim

its

-Co

nce

pt

of

lim

its

6.2

Gra

ph

s:

Gra

ph o

f li

nea

r fu

nct

ion.

Gra

ph o

f q

uadra

tic

equat

ion.

Gra

ph o

f tr

igon

om

etri

c fu

nct

ion.

G

rap

h o

f ex

pon

enti

al f

unct

ion.

12

8

CO

4



Page 5

7. PRACTICAL –ASSIGNMENTS-STUDENT ACTIVITIES-TUTORIALS

(Separate table for each )

Sr.

No. Tutorial

Topic

No.

Hours

Allotted

Mapped

CO

1 Solve problems on determinant to find area of triangle, and

solution of simultaneous equation by Cramer’s Rules. 3 1 CO2

2 Solve elementary problems on Algebra of matrices. 4 1 CO2

3 Solve elementary problems on Algebra of matrices. 4 1 C02

4 Solve solution of Simultaneous Equation using inversion

method. 4 1 C02

5 Resolve into partial fraction using linear non repeated, repeated

linear factors. 3 1 CO2

6 Resolve into partial fraction using quadratic, irreducible factors. 3 1 CO2

7 Solve problems on Compound and Allied angles 1 1 C01

8 Solve problems on multiple and sub-multiple angles 1 1 CO1

9 Practice problems on factorization and de factorization formula 2 1 CO1

10 Solve problems on trigonometry (All mixed) 1 & 2 1 CO1

11 Solve problems on inverse circular trigonometric ratios. 2 1 CO1

12 Solve problems on finding mean deviation about mean. 5 1 CO3

13 Solve problems on standard deviation. 5 1 CO3

14 Solve problems on coefficient of variation, comparison of two

sets. 5 1 CO3

15 Solve problems on functions 6 1 CO4

16 Plot the graph of the given function 6 1 CO4

Total -- 16 --

9. SPECIFICATION TABLE FOR QUESTION PAPER DESIGN

Topic

No. Topic Title

Mapped

CO %

OR

Emphasis

Distribution of Marks

Cognitive level Total

Marks Remember Understand Apply

1 Trigonometry CO1 2 4 6 12

2 Trigonometry CO1 2 4 6 12

3 Algebra CO2 4 4 8 16

4 Matrices CO2 4 4 8 16

5 Statistics CO3 - 6 6 12

6 Functions CO4 2 4 6 12

Total 14 26 40 80



Page 6

10. SAMPLE MODEL QUESTION BANK FOR THEORY AND TEST

EXAMINATIONS

Sr.

No. Topic

Mapped

CO

Cognitive

Level

R/U/A

Question

1 1 CO1 R If tan � =�

� and tan B=

�

find tan(A+B)

2 1 CO1 U

Prove that ,

�� 60 + �� 30 + �� + �� 60 + �� 30 + ��

= �� + ��

3 1 CO1 A If A & B are in second quadrant sin A =

� , cos � =

��

��

then find the quadrant in which angle (A + B) lies.

11. LEARNING RESOURCES

• BOOKS

Sr. No. Title of Book Author Publication

1. Higher Engineering

Mathematics Grewal, B.S.

Khanna publications, New Delhi,

2015, ISBN: 8174091955

2. Advanced Engineering

Mathematics Krezig, Ervin

Wiley Publications, New Delhi,

2014, ISBN :978-0-470-45836-5

3. Engineering Mathematics

(third edition).

Croft,

Anthony

Pearson Education, New Delhi, 2014,

ISBN 978-81-317-2605-1


Mathematics Das, H.K.

S. Chand & Co.; New Delhi; 2008,

ISBN-9788121903455



Khanna publications, New Delhi,

2015, ISBN: 8174091955

• SOFTWARE/ TOOLS/ MODELS

Sr. No. Name Company Freeware/commercial

1 Wolfram Mathematica CDF player Wolfram Freeware



Page 7

• WEBSITES

Sr. No. Address

1 www.dplot.com/ - DPlot

2 www.allmathcad.com/ - MathCAD

3 www.wolfram.com/mathematica/ - Mathematica

4 https://www.khanacademy.org/math?gclid=CNqHuabCys4CFdOJaAoddHoPig

12. COURSE CURRICULUM DEVELOPMENT MEMBERS

Sr. No. Name and Designation Contact No. Email

1 Mrs A. S. Patil 7776018745 [email protected]

2 Mrs. .K. A. Takle 9850198337 [email protected]

COURSE NAME Engineering Mathematics COURSE CODE R18SC1702


Page 8


Diploma Programme CIVIL/MECH./ELECT./COMP./E&TC.

Course Name Engineering Mathematics Course code R18SC1702



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

4 + 1* -

80 20 - - - - - - - 100



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS,

Tutorials- TU, Oral –OR, * TU Hours

1. RATIONALE

Mathematics is an important prerequisite for the development and understanding of

engineering concepts. The subject intends to teach students basic facts, concepts and

principles of Mathematics as a tool to analyze engineering problems. It also aims to teach

students to apply the basic facts of Mathematics to solve engineering problem.


Solve broad-based technology problems using the principles of Engineering Mathematics for

Civil Engineering.



1. Apply the rules and methods of derivatives to engineering field. 2. Evaluate integration of a function as anti derivative.

3. Apply appropriate methods of integration to engineering problem. 4. Apply appropriate methods of differential equation to engineering problems.

5. Utilize the concept of probability to solve related engineering problem.

CO

UR

SE

NA

ME

E

ng

inee

rin

g M

ath

ema

tics

C

OU

RSE

CO

DE

R

18

SC

17

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

9

4.

CO

–P

O M

AT

RIX

C

ou

rse

Na

me:

En

gin

eeri

ng

Mat

hem

atic

s

Co

urs

e c

od

e:

R18

SC

17

02

PO

1

Ba

sic

an

d

Dis

cip

lin

e sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

dev

elo

pm

en

t

of

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Exp

erim

en

tati

on

an

d T

esti

ng

PO

5

En

gin

eeri

ng p

racti

ces

fo

r

soci

ety,

sust

ain

ab

ilit

y a

nd

env

iro

nm

ent

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-lo

ng

lea

rnin

g

PS

O 1

Co

nst

ructi

on

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ructi

on

ex

ecu

tio

n,

sup

ervis

ion

an

d

ma

inte

na

nce

CO

1

3

1

1

CO

2

3

1

1

CO

3

3

1

1

CO

4

3

1

1

CO

5

3

1

1

Rat

ing s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

'S

TO

PIC

S A

ND

LO'S

TE

ST

EN

D

EX

AM

INA

TIO

N

TU

TO

RIA

LS

CO

UR

SE

NA

ME

E

ng

inee

rin

g M

ath

ema

tics

C

OU

RSE

CO

DE

R

18

SC

17

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

10

5.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1a.

S

olv

e th

e g

iven

si

mp

le

pro

ble

ms

bas

ed o

n

rule

s o

f d

iffe

renti

atio

n.

Der

iva

tives:

1.1

Co

nce

pt

and

def

init

ion o

f d

eriv

ativ

e.

D

eriv

ativ

es

of

stan

dar

d f

unct

ions.

1.2

Law

s o

f d

eriv

ativ

es :

-

Ad

dit

ion l

aw.

Sub

trac

tio

n l

aw.

Mu

ltip

lica

tio

n l

aw.

D

ivis

ion l

aw,

rati

os

of

mult

iple

and s

ub

-mult

iple

an

gle

s.

12

12

C

O1

2

2a.

So

lve

the

giv

en p

rob

lem

s o

f d

iffe

renti

atio

n

for

com

po

site

fu

nct

ions.

2

b. S

olv

e th

e giv

en p

rob

lem

s o

f

Dif

fere

nti

atio

n f

or

par

amet

ric

and

im

pli

cit

funct

ions.

2.1

D

eriv

ativ

es o

f co

mp

osi

te f

unct

ions

(Chain

ru

le)

Met

ho

ds

of

Der

iva

tives

:

2.2

D

eriv

ativ

e o

f p

aram

etri

c fu

nct

ions.

2.3

D

eriv

ativ

e o

f im

pli

cit

funct

ion

s.

Co

nce

pt

of

hig

her

ord

er d

eriv

ativ

es

12

10

C

O1

3

3a.

Ob

tain

th

e giv

en s

imp

le i

nte

gra

l(s)

usi

ng

sub

stit

uti

on m

etho

d.

3b

. Inte

gra

te g

iven s

imp

le f

unct

ion

s u

sin

g t

he

inte

gra

tio

n b

y p

arts

.

Inte

gra

tio

n

3.1

Def

init

ion o

f in

tegra

tio

n a

s anti

-der

ivat

ive.

3.2

Inte

gra

tio

n o

f al

geb

raic

fu

nct

ions.

3.3

Inte

gra

tio

n b

y su

bst

itu

tio

n.

3.4

Inte

gra

tio

n b

y p

arts

.

Inte

gra

tio

n b

y p

arti

al

frac

tio

n

16

14

C

O2

CO

UR

SE

NA

ME

E

ng

inee

rin

g M

ath

ema

tics

C

OU

RSE

CO

DE

R

18

SC

17

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

11

4

4a.

App

ly t

he

conce

pt

of

dif

fere

nti

atio

n t

o f

ind

sl

op

e o

f ta

ngen

t and

no

rmal

to

the

giv

en

curv

e.

4b

. App

ly t

he

conce

pt

of

dif

fere

nti

atio

n t

o

calc

ula

te m

axim

a and

min

ima

of

giv

en

pro

ble

m.

4c.

App

ly t

he

conce

pt

of

def

init

e in

tegra

tio

n t

o

find

the

area

und

er t

he

giv

en c

urv

e(s)

.

4d

. In

vo

ke

the

conce

pt

of

def

init

e in

tegra

tio

n t

o

find

the

mea

n v

alu

e o

f th

e fu

nct

ion

Ap

pli

cati

on

of

Der

iva

tives

: 4.1

Geo

met

rica

l m

eanin

g o

f d

eriv

ativ

e.

(s

lop

e o

f ta

ngent

and

no

rmal

to

the

giv

en c

urv

e)

4.2

Max

ima

and

min

ima

usi

ng d

eriv

ativ

e.

Ap

pli

cati

on

of

Inte

gra

tio

n:

4.3

Are

a u

nd

er t

he

curv

e.

4.4

Mea

n v

alu

e o

f th

e fu

nct

ion

16

12

C

O3

5

5a.

F

ind

the

ord

er a

nd

deg

ree

of

the

dif

fere

nti

al

equ

atio

n.

5b.

So

lve

the

dif

fere

nti

al e

qu

atio

n u

sin

g t

he

met

ho

d o

f var

iab

le s

epar

able

fo

r th

e g

iven

en

gin

eeri

ng p

rob

lem

.

5c.

S

olv

e th

e li

nea

r d

iffe

renti

al

equ

atio

n f

or

the

giv

en e

ng

inee

rin

g p

rob

lem

.

Dif

fere

nti

al

Eq

uati

on

:

5.1

Def

init

ion o

f d

iffe

renti

al

equ

atio

n.

O

rder

and

deg

ree

of

dif

fere

nti

al e

qu

atio

n.

5.2

So

luti

on o

f 1

st o

rder

and

1st d

egre

e d

iffe

renti

al e

quat

ion.

V

aria

ble

sep

arab

le d

iffe

renti

al

equ

atio

n.

L

inea

r d

iffe

renti

al e

qu

atio

n.

12

8

CO

4

6

6a.

S

olv

e th

e g

iven p

rob

lem

bas

ed o

n

def

init

ion o

f p

rob

abil

ity.

6b.

Uti

lize

the

conce

pt

of

add

itio

n t

heo

rem

fo

r p

rob

abil

ity t

o s

olv

e re

late

d e

ngin

eeri

ng

pro

ble

m

Pro

ba

bil

ity:

6.1

Intr

odu

ctio

n t

o p

erm

uta

tio

n a

nd

co

mb

inat

ion.

6.2

Def

init

ion:

Event,

sam

ple

sp

ace

and

pro

bab

ilit

y.

Sim

ple

exam

ple

s o

n p

rob

abil

ity.

6.3

Ad

dit

ion t

heo

rem

fo

r p

rob

abil

ity.

12

8

CO

5



Page 12



Sr.

No. Assignments Topic

No.

Hours

Allotted

Mapped

CO

1 Solve the given simple problems based on rules of

differentiation.

1 1

CO1

2 Solve the given problems based on chain rule of

differentiation

2 1

CO1

3 Solve the given problems of differentiation on parametric

functions.

2 1

C01

4 Solve the given problems of differentiation on logarithmic

functions.

2 1

C01

5 Solve engineering problems on differentiation. 1 &2 1 CO1

6 Solve the given simple integral(s) as anti derivative. 3 1 CO2

7 Solve the given integral(s) using substitution method. 3 1 C02

8 Solve the given integral(s) using integration by parts and

by partial fraction.

3 1

CO2

9 Solve engineering problems on integration. 3 1 CO2

10

Solve problems on slope of tangent and normal at given

point on the curve and on finding maxima minima of

function.

4

1

CO1

11 Solve problems on finding area under the curve and Mean

value of the function.

4 1

CO3

12 Solve engineering problems on application of

differentiation and integration.

4 1

CO3

13 Find order and degree of given differential equation. 5 1 CO4

14 Solve differential equation based on variable separable

and Linear differential equation.

5 1

CO4

15 Solve the given problem based on definition of probability. 6 1 CO5

16 Utilize the concept of addition theorem for probability to

solve related engineering problem.

6 1

CO5

Total -- 16 --



Page 13


Topic

No. Topic Title

Mapped CO %

OR

Emphasis




1 Derivatives CO1 4 8 - 12

2 Derivatives CO1 - 8 4 12

3 Integration CO2 4 4 8 16

4 Application of Derivatives &

Integration CO1 & CO3 - 4 12 16

5 Differential Equation CO4 4 - 8 12

6 Probability CO5 2 2 8 12

Total -- 14 26 40 80


EXAMINATIONS

Sr.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 6 CO5 R State Addition theorem of Probability

2 1 CO5 U If P(A)=0.5, P(B)=0.3 P(� ∩ �) = 0.4

ℎ� �� (��⋂��)

3 1 CO5 A

If the probability of constructing a bridge in a year

with given specifications of certain contractor is

0.35 and that of an another contactor is 0.25 then

find the probability that neither of them finish their

work in a year


• BOOKS




Khanna publications, New Delhi, 2015

ISBN: 8174091955


Mathematics

Krezig,

Ervin

Wiley Publications, New Delhi, 2014

ISBN :978-0-470-45836-5

3. Engineering Mathematics

(third edition).

Croft,

Anthony

Pearson Education, New Delhi, 2014

ISBN 978-81-317-2605-1


Mathematics Das, H.K.

S. Chand & Co.; New Delhi; 2008,

ISBN-9788121903455



Page 14




• WEBSITES

Sr. No. ADDRESS

1 www.dplot.com/ - DPlot

2 www.allmathcad.com/ - MathCAD

3 www.wolfram.com/mathematica/ - Mathematica

4 https://www.khanacademy.org/math?gclid=CNqHuabCys4CFdOJaAoddHoPig



1 Mrs A. S. Patil 7776018745 [email protected]

2 Mrs. .K. A. Takle 9850198337 [email protected]

COURSE NAME Basic Science COURSE CODE R18SC1704


Page 15


Diploma Programme CIVIL

Course Name Basic Science Course code R18SC1704



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

4 4

80 20 50 - - - 50 - - 150




Tutorials- TU, Oral -OR

1. RATIONALE

Basic Sciences like Physics and Chemistry are the pillars of engineering and technology. It is very

essential to learn the basic sciences to understand the fundamental concepts and principles. The course

content is chosen so that it should be more relevant to fulfill the needs of industries. The study of basic

principles in Electrochemistry, Corrosion, Chemical Bonding, Heat, Electricity, Magnetism and Semi-

Conductors will help in understanding the technical courses where emphasis is on application of these

in various fields.


Apply principles of physics and chemistry to solve the broad based problems in engineering.


The theory, practical experiences and relevant soft skills associated with this course are to be taught

and implemented, so that the student demonstrates the following industry oriented COs associated

with the above mentioned competency:

1. Estimate errors in measurements of physical quantities measured with appropriate measuring

instruments.

2. Apply principles of Electricity, Magnetism and Semi-Conductors to solve engineering problems.

3. Apply Gas laws, use basic principle of Heat and Temperature to related engineering problems.

4. Identify different types of bonds of different compounds.

5. Apply concepts of Electrochemistry and Corrosion to solve engineering problems.

6. Describe Polymers, Lubricants and Adhesives.

CO

UR

SE

NA

ME

B

asi

c S

cien

ce

CO

UR

SE

CO

DE

R

18

SC

17

04

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

16

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Basi

c S

cie

nce

Co

urs

e c

od

e:

R1

8S

C1

70

4

PO

1

Ba

sic

an

d D

isci

pli

ne

spec

ific

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Des

ign

/

dev

elo

pm

ent

of

solu

tio

ns

PO

4

En

gin

eeri

ng T

oo

ls,

Exp

erim

en

tati

on

an

d

Tes

tin

g

PO

5

En

gin

eeri

ng p

ract

ices

fo

r

soci

ety, su

stain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

na

gem

en

t

PO

7

Lif

e-lo

ng

lea

rn

ing

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ru

ctio

n

exec

uti

on

, su

per

vis

ion

an

d m

ain

ten

an

ce

CO

1

3

1

1

1

1

CO

2

3

1

1

1

1

CO

3

3

1

1

1

1

CO

4

3

1

1

1

1

CO

5

3

1

1

1

1

CO

6

3

1

1

1

1

Rat

ing s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

ET

ER

MW

OR

KTO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

B

asi

c S

cien

ce

CO

UR

SE

CO

DE

R

18

SC

17

04

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

17

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1a.

Des

crib

e th

e co

nce

pt

of

giv

en p

hysi

cal

quanti

ties

wit

h

rele

vant

unit

of

mea

sure

men

t.

1b. S

tate

var

ious

syst

ems

of

unit

s an

d i

ts n

eed f

or

the

mea

sure

men

t of

the

giv

en p

hysi

cal

quanti

ties

.

1c.

Det

erm

ine

the

dim

ensi

ons

of

giv

en p

hysi

cal

quanti

ties

.

Sta

te t

he

erro

r in

the

giv

en m

easu

rem

ent

wit

h j

ust

ific

atio

n.

1 U

nit

s a

nd

Mea

sure

men

ts

1.1

Ph

ysi

cal

quanti

ty,

fun

dam

enta

l an

d

der

ived

p

hysi

cal

quan

tity

wit

h e

xam

ple

s. U

nit

of

ph

ysic

al q

uan

tity

, fu

ndam

enta

l

unit

s w

ith e

xam

ple

s an

d d

eriv

ed u

nit

s w

ith e

xam

ple

s.

1.2

Sys

tem

of

unit

s (C

.G.S

., M

.K.S

., F

.P.S

. an

d S

.I.)

Rule

s an

d

Con

ven

tio

ns

for

wri

tin

g

unit

s in

S

I sy

stem

. T

able

s o

f

fun

dam

enta

l and d

eriv

ed S

.I.

unit

s. M

ult

iple

s and s

ub m

ult

iple

s

of

unit

s. S

ignif

ican

t fi

gure

s, r

ule

s fo

r det

erm

inin

g t

he

signif

icant

figure

s.

1.3

Dim

ensi

ons

and d

imen

sional

form

ula

e

1.4

Err

ors

, ty

pes

of

erro

rs (

Inst

rum

enta

l, s

yste

mat

ic a

nd r

and

om

erro

r) a

nd m

etho

ds

for

min

imiz

atio

n o

f er

rors

,

Est

imat

ion

of

erro

rs

(Ab

solu

te

erro

r,

aver

ag

e ab

solu

te

erro

r,

rela

tiv

e er

ror

and

per

centa

ge

erro

r),

Pro

pagat

ion

of

erro

rs

in

mea

sure

men

t, N

um

eric

al

12

9

CO

1

2

2a.

Cal

cula

te e

lect

ric

fiel

d,

pote

nti

al a

nd p

ote

nti

al

dif

fere

nce

of

the

giv

en s

tati

c ch

arg

e.

2b. D

escr

ibe

the

con

cep

t o

f giv

en m

agnet

ic i

nte

nsi

ty a

nd

flu

x w

ith r

elev

ant

unit

s.

2c.

Exp

lain

th

e hea

tin

g e

ffec

t o

f th

e el

ectr

ic c

urr

ent.

2d. A

pply

law

s of

seri

es a

nd p

aral

lel

com

bin

atio

n i

n t

he

giv

en e

lect

ric

circ

uit

s.

2e.

Dis

ting

uis

h t

he

giv

en c

on

duct

ors

, se

mic

ond

uct

ors

an

d

insu

lato

rs o

n t

he

bas

is o

f en

erg

y b

ands.

Exp

lain

th

e I-

V c

har

act

eris

tics

and a

ppli

cati

ons

of

the

2.1

Conce

pt

of

char

ge,

Coulo

mb's

inv

erse

sq

uar

e la

w,

Ele

ctri

c

fiel

d,

Ele

ctri

c li

nes

of

forc

e an

d t

hei

r p

rop

erti

es,

Ele

ctri

c fi

eld

inte

nsi

ty,

Ele

ctri

c p

ote

nti

al an

d p

ote

nti

al dif

fere

nce

,

Ele

ctri

c

flux d

ensi

ty,

Ele

ctri

c cu

rren

t, O

hm

's l

aw

, S

pec

ific

res

ista

nce

,

Res

ista

nce

by

usi

ng co

lou

r co

de,

L

aw

s of

seri

es an

d p

aral

lel

resi

stan

ce,

Hea

tin

g e

ffec

tin

g o

f el

ectr

ic c

urr

ent,

Ele

ctri

c po

wer

,

Ele

ctri

c en

erg

y in

kW

h,

Ele

ctri

c b

ill,

Nu

mer

ical

.

2.2

Mag

net

ic f

ield

, m

agn

etic

fie

ld i

nte

nsi

ty a

nd t

hei

r un

its,

Magn

etic

lin

es o

f fo

rce

and t

hei

r pro

per

ties

, m

ag

net

ic f

lux.

2.3

C

ondu

cto

rs,

sem

ico

nd

uct

ors

, in

sula

tors

an

d

thei

r en

erg

y

16

1

4

CO

2

CO

UR

SE

NA

ME

B

asi

c S

cien

ce

CO

UR

SE

CO

DE

R

18

SC

17

04

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

18

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

giv

en p

-n j

unct

ion d

iodes

. b

and d

iag

ram

s.

2.4

Intr

insi

c o

r p

ure

sem

icon

duct

or,

extr

insi

c or

imp

uri

ty d

op

ed

sem

icon

duct

ors

, p

enta

val

ent

imp

uri

ty

dop

ed

N-t

yp

e

sem

icon

duct

or

an

d

triv

alen

t im

puri

ty

dop

ed

P-t

ype

sem

icon

duct

or.

p-n

jun

ctio

n d

iod

e,

2.5

F

orw

ard

and

rev

erse

bia

sing

of

p-n

ju

nct

ion

dio

de,

I-

V

char

acte

rist

ics

of

p-n

junct

ion,

and a

ppli

cati

ons

of

p-n

jun

ctio

n

dio

de.

3

3a.

Con

ver

t th

e giv

en t

emp

erat

ure

in d

iffe

rent

tem

per

ature

scal

es.

3b

.Dis

ting

uis

h t

he

pro

per

ties

of

the

goo

d a

nd b

ad

con

duct

ors

of

hea

t.

3c.

Rel

ate

the

char

acte

rist

ics

of

the

thre

e gas

law

s.

3d

.Det

erm

ine

the

rati

o o

f sp

ecif

ic h

eats

for

the

giv

en g

as

mat

eria

ls.

3e.

Des

crib

e th

e p

hen

om

ena

of

tota

l in

tern

al r

efle

ctio

n f

or

the

giv

en m

ediu

ms.

Des

crib

e li

ght

pro

pag

atio

n i

n t

he

giv

en t

ype

of

opti

cal

fib

er.

3.1

Hea

t, u

nit

s o

f h

eat,

cal

ori

e-jo

ule

co

nver

sio

n,

Lat

ent

hea

t and

sensi

ble

hea

t. T

emp

erat

ure

, T

emp

erat

ure

sca

les,

Abso

lute

zer

o

tem

per

ature

, re

lati

ons

of

tem

per

ature

s o

n

Cel

sius

scal

e,

Fah

ren

hei

t sc

ale

and K

elvin

sca

le,

Dif

fere

nce

bet

wee

n h

eat

and

tem

per

ature

, N

um

eric

al.

3.2

C

ondu

ctio

n,

Flo

w

of

hea

t al

ong

a bar,

S

tead

y

stat

e o

f

tem

per

ature

C

oef

fici

ent

of

ther

mal

co

ndu

ctiv

ity

by

Sea

rle’

s

met

hod.

(For

go

od

cond

uct

or)

, C

onv

ecti

on,

Rad

iati

on,

Co

mp

aris

on o

f co

nd

uct

ion,

con

vec

tio

n a

nd r

adia

tio

n..

3.3

A

pp

lica

tions

of

con

du

ctio

n,

con

vec

tio

n

and

radia

tion,

Ther

mal

Exp

ansi

ons

(lin

ear,

are

al,

cub

ical

), N

um

eric

al.

3.4

P

rin

ciple

, C

onst

ruct

ion

and

work

ing

of

Bim

etal

lic

ther

mo

met

er,

Res

ista

nce

th

erm

om

eter

an

d

Th

erm

oco

up

le

ther

mo

met

er

3.5

Bo

yle

’s l

aw

, C

har

les’

s la

w a

nd G

ay–

Luss

ac’s

law

. G

ener

al

gas

eq

uat

ion,

Spec

ific

h

eats

(C

p,

Cv)

of

gas

es a

nd t

hei

r ra

tio,

Nu

mer

ical

.

12

9

CO

3

CO

UR

SE

NA

ME

B

asi

c S

cien

ce

CO

UR

SE

CO

DE

R

18

SC

17

04

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

19

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

4

4a.

Des

crib

e ru

les

for

arra

ng

emen

t o

f el

ectr

ons

4b. W

rite

ele

ctro

nic

co

nfi

gura

tion o

f dif

fere

nt

elem

ents

.

4c.

Dis

ting

uis

h

the

pro

per

ties

of

giv

en m

ater

ial

bas

ed o

n

the

bon

d

form

atio

n

4d.S

tate

the

conce

pts

in

clud

ed i

n t

he

volu

met

ric

anal

ysis

.

4.1

. Fil

ling o

f el

ectr

ons

in t

he

orb

ital

s-H

un

d’s

rule

of

maxim

um

mult

ipli

city

,Pauli

ex

clusi

on p

rin

cip

le,

Au

fbau

’s p

rin

cip

le

4.2

. Ele

ctro

nic

co

nfi

gura

tion,

oct

et

rule

&

d

uple

t ru

le

.(E

lect

ronic

con

figura

tion u

pto

ato

mic

nu

mb

er 3

0)

4.3

. Ele

ctro

nic

th

eory

of

val

ency

Ch

emic

al

bon

ds:

ty

pes

an

d

char

acte

rist

ics

, el

ectr

oval

ent

bo

nd

(NaC

l,C

aCl 2

),co

val

ent

bo

nd(C

l 2,O

2,N

2

)co-o

rdin

ate

bo

nd

(SO

2,S

O3,O

zone

(O3),

met

alli

c b

ond

(Sodiu

m a

nd C

op

per

met

al).

4.4

. Bas

ic C

on

cepts

of

Volu

met

ric

An

alysi

s- T

itra

tion,

Tit

rate

,

Tit

rant,

Norm

alit

y ,

Mola

rity

, E

nd P

oin

t, S

tren

gth

, E

quiv

alen

t

wei

ght.

4

.5. T

yp

es o

f T

itra

tions-

Aci

d B

ase

Tit

rati

on

A)

Str

ong a

cid a

nd s

tro

ng b

ase

B)

Wea

k a

cid a

nd w

eak b

ase

Red

ox

Tit

rati

on,

Pre

cip

itat

ion

Tit

rati

on

, C

om

ple

xom

etri

c

Tit

rati

on.

12

9

CO

4

5

5a.

Dif

fere

nti

ate

the

sali

ent

feat

ure

s o

f th

e giv

en

elec

troly

tic

cell

, el

ectr

och

em

ical

cel

l.

5b. D

isti

ng

uis

h t

he

giv

en p

rim

ary

and s

eco

ndary

elec

troly

tic

cell

s

5c.

Des

crib

e th

e pro

cess

of

elec

troly

sis

for

the

giv

en

elec

troly

te

5d. D

escr

ibe

the

pro

cess

of

elec

trop

lati

ng f

or

the

giv

en

mat

eria

l

5e.

Des

crib

e th

e p

hen

om

eno

n o

f th

e giv

en t

yp

e o

f

corr

osi

on a

nd i

ts p

rev

enti

on

5f.

Id

enti

fy t

he

dif

fere

nt

fact

ors

aff

ecti

ng t

he

rate

of

corr

osi

on f

or

the

giv

en t

yp

e of

mat

eria

l.

Sel

ect

the

pro

tect

ive

mea

sure

s to

pre

ven

t th

e co

rrosi

on

inhe

giv

en c

orr

osi

ve

med

ium

5.1

. Ele

ctro

lyte

–

stro

ng

and

wea

k

, N

on

–

Ele

ctro

lyte

,

Ele

ctro

lyti

c ce

ll,

Ele

ctro

chem

ical

ce

ll,

cath

ode

,ano

de

,

Ele

ctro

de

pote

nti

al-o

xid

atio

n a

nd r

educt

ion ,

const

ruct

ion a

nd

work

ing o

f D

anie

l ce

ll ,

Ioniz

atio

n a

nd D

isso

ciat

ion

5.2

. Far

aday’s

fi

rst

and se

con

d la

w and N

um

eric

al b

ased

o

n

Far

aday’s

law

5.3

. Ele

ctro

lysi

s-D

efin

itio

n,

mec

hanis

m

of

elec

troly

sis

of

CuS

O4 a

nd N

aCl

usi

ng P

lati

nu

m e

lect

rodes

, E

lect

ropla

ting a

nd

elec

tro-r

efin

ing o

f co

pp

er

5.4

. Pri

mar

y ce

ll a

nd s

econ

dar

y ce

ll-

mec

han

ism

, ex

am

ple

s an

d

appli

cati

on o

f th

e ty

pes

of

cell

s.

5.5

. Corr

osi

on

-Typ

es

of

corr

osi

on

- D

ry

corr

osi

on,

Wet

corr

osi

on,

Oxid

atio

n co

rrosi

on (

Atm

osp

her

ic co

rrosi

on d

ue

to

ox

ygen

gas

),

mec

hanis

m,

Typ

es o

f oxid

e fi

lm,

Wet

co

rrosi

on

mec

hanis

m

(Hyd

rog

en

evolu

tio

n

in

aci

dic

m

ediu

m)

12

1

2

CO

5

CO

UR

SE

NA

ME

B

asi

c S

cien

ce

CO

UR

SE

CO

DE

R

18

SC

17

04

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

20

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

Con

cen

trat

ion c

ell

corr

osi

on-O

xyg

en a

bso

rpti

on m

ech

anis

m i

n

neu

tral

or

alk

alin

e m

ediu

m.

5.6

. Fac

tors

aff

ecti

ng t

he

rate

of

corr

osi

on c

ontr

ol-

Modif

icat

ion

of

envir

onm

ent,

U

se

of

pro

tect

ive

coat

ings-

co

atin

g

of

less

act

ive

met

al l

ike

Tin

(T

innin

g),

coat

ing o

f m

ore

act

ive

met

al

like

Zin

c (G

alvan

izin

g)A

no

dic

and c

ath

odic

pro

tect

ion.

6

6a.

Dif

fere

nti

ate

the

giv

en t

ype

of

stru

ctura

l p

oly

mer

s

6b. D

escr

ibe

the

poly

mer

izat

ion p

roce

ss o

f th

e giv

en

poly

mer

6c.

Sta

te t

he

pro

per

ties

an

d u

ses

of

the

giv

en p

oly

mer

s

6d. D

escr

ibe

lubri

cants

,it

s fu

nct

ion a

nd c

lass

ific

atio

n

6e.

Sta

te t

he

typ

es o

f lu

bri

cati

on.

6f.

Des

crib

e th

e p

hysi

cal

and c

hem

ical

pro

per

ties

of

lubri

cants

6g. E

xp

lain

sel

ecti

on o

f lu

bri

cants

fo

r var

ious

mach

ines

6h. S

tate

th

e p

rop

erti

es a

nd u

ses

of

ad

hes

ives

Des

crib

e th

e ap

pli

cati

on o

f re

levant

adh

esiv

es

6.1

. Poly

mer

and

mo

no

mer

,

Cla

ssif

icat

ion

on

the

bas

is

of

Mole

cula

r st

ruct

ure

, o

n t

he

bas

is o

f m

ono

mer

a)hom

op

oly

mer

-S

ynth

esis

,p

rop

erti

es

and

appli

cati

on

of

Poly

eth

yle

ne,

PV

C,

Tef

lon

b)c

op

oly

mer

/het

erop

oly

mer

-Nyl

on-6

, N

ylo

n 6

,6

on

the

bas

is

of

ther

mal

b

ehav

iour

-Ther

mopla

stic

s an

d

ther

mo

sett

ing.

6.2

. T

ypes

of

poly

mer

izat

ion r

eact

ion,

Ad

dit

ion p

oly

mer

izat

ion,

Con

den

sati

on p

oly

mer

izat

ion

6.3

. Def

init

ion

of

lub

rica

nt,

fu

nct

ion

of

lubri

cant

and

clas

sifi

cati

on

6.4

. Def

init

ion o

f lu

bri

cati

on,

typ

es o

f lu

bri

cati

on.

6.5

. Ph

ysi

cal

pro

per

ties

-vis

cosi

ty,

vis

cosi

ty i

ndex

, oil

ines

s, f

lash

and f

ire

poin

t, v

ola

tili

ty,

clo

ud a

nd p

our

poin

t.

6.6

. Ch

emic

al

pro

per

ties

-aci

d

val

ue,

sa

po

nif

icat

ion

val

ue,

emu

lsif

icat

ion.

6.7

. Pro

per

ties

an

d

nam

es

of

lubri

cants

use

d

for

vari

ous

mach

ines

lik

e del

icat

e in

stru

men

ts,

hea

vy l

oad

and l

ow

sp

eed

mach

ine,

gea

rs,

cutt

ing t

ools

, I.

C e

ngin

e, s

team

en

gin

e

6.8

. Def

init

ion,

char

acte

rist

ics

of

adh

esiv

es,

clas

sifi

cati

on

of

adhes

ives

and i

ts u

ses

16

1

1

CO

6



Page 21



Sr. No. Practical (PHYSICS) Topic

No.

Hours

Allotted

Mapped

CO

1. Measurement of ( i ) Length, Breadth and Height of a block

,(ii) Internal, External diameter and Height of a hollow

cylinder, Using Vernier Callipers of different least counts.

1 4 CO1

2. Measurement of (i) Diameter of Sphere and Wire, (ii)

Thickness of a plate by using Micrometer Screw Gauge. 1 4 CO1

3. Measurement of (i) Radii of concave and convex surfaces,

(ii) Thickness of plate by using Spherometer. 1 2 CO1

4. Measurement of Specific resistance by voltmeter ammeter

method. 2 2 CO2

5. Verification of Ohm’s law 2 2 CO2

6. Measurement of Resistance in series. 2 2 CO2

7. Measurement of Resistance in parallel. 2 2 CO2

8. Magnetic lines of forces of Bar Magnet. 2 2 CO2

9. Study of PN junction diode forward and reverse bias 2 2 CO2

10. Study the effect of temperature on the resistance of –

thermistor and copper coil. 2 2 CO2

11.

Determination of co-efficient of thermal conductivity of a

good conductor by Searle’s method. 2 2 CO2

12. Verification of Boyle’s law. 3 2 CO3

-- Total -- 28 --

S. No. Practical Topic

No.

Hours

Allotted

Mapped

CO

Practical –assignments-student activities submission -- 04 --

Total -- 32 --

Sr. No. Practical (CHEMISTRY) Topic

No.

Hours

Allotted

Mapped

CO

1 Prepare the solutions of different Concentrations. 1 2 CO4

2 Determine the Strength of given acid solution using standard

base solution. 1 2 CO4

3 Determine the neutralization point of weak acid and weak

base using conductivity meter. 1 2 CO4

4 Precipitation titration of BaCl2 with H2 SO4 using conductivity

meter. 1 4 CO4

5 Determine electrochemical equivalent of Cu metal using

Faraday’s first law. 2 2 CO5

6 Determine equivalent weight of metal using Faraday’s second

law. 2 2 CO5

7 Determine the electrode potential of Copper metal. 2 2 CO5

8 Determine the voltage generated from chemical reaction

using Daniel Cell. 2 2 CO5

9 To determine the viscosity of oil lubricant by using Ostwald’s

Viscometer. 3 2 CO6

10 Determine the Acid value of given oil. 3 2 CO6



Page 22


No.

Hours

Allotted

Mapped

CO

11 Determine the effect of temperature on viscosity for given

lubricating oil using Redwood viscometer-1 3 4 CO6

12 Determination of saponification value of an oil. 3 2 CO6

-- Total -- 28 --


No.

Hours

Allotted

Mapped

CO

-- Practical –assignments-student activities submission -- 04 --

-- Total -- 32 --

8. EVALUATION SCHEME FOR PRACTICAL

Rubriks for laboratory manual report:


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




PHYSICS

1 Units and Measurements CO1 3 5 4 12

2 Electricity, Magnetism and

Semiconductors CO2 5 5 6 16

3 Heat , Temperature and Gas

laws CO3 3 5 4 12

Total 11 15 14 40

CHEMISTRY

4 Atomic structure &Chemical

Bonding CO4 5 4 3 12

5 Electro-chemistry and Corrosion,

its prevention. CO5 3 4 5 12

6 Polymers, lubricants and

adhesives CO6 5 4 7 16

Total 13 12 15 40

Process Related (05) Product Related (05) Total (10)



Page 23


EXAMINATIONS

Sr.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R deci is the prefix used to indicate submultiple

2 1 CO1 U Submultiple 10^-2 is represented by prefix

3 1 CO1 A

State the significant figures in the following

measurement of charge of electron, 1.6 X10^-19

coulomb.

4 4 CO4 R Neutrons were discovered by?

5 4 CO5 U The maximum number of electrons that can be

accommodated by f— orbital is?

6 4 CO6 A Calculate the equivalent weight of NaOH


• BOOKS

Sr.

No. Title of Book Author Publication

1 Physics Textbook XI

(part1 & 2) J.V.Naralikar,A.W.Joshi

National Council of Education

Research and Training New Delhi

2 Physics Textbook XII

(part1 & 2) J.V.Naralikar,A.W.Joshi


Research and Training New Delhi

3 Fundamentals of Physics D.Haliday & R. Resnick Jhon Wiley and Sons , USA

4 Engineering Physics R.K.Gaur, S.L.Gupta Dhanpat Rai and Sons Publications.

5 Engineering Chemistry Jain P.C. & Jain Monika Dhanpat Rai Publishing Company (P)

Ltd., New Delhi.

6 Engineering Chemistry S.S.Dara S. ChandPublication

7 Fundamental of

electrochemistry Bagotsky V S Wiley international NJ USA

• WEBSITES

Sr. No. Address

1 www.physicsclassroom.com

2 www.hyperphysics.com

3 www.physicsinfo.com

http://nptel.ac.in/course.php?disciplineId=115 4 http://nptel.ac.in/course.php?disciplineId=104

5 http://hperphysics.phy-astr.gsu.edu/hbase/hph.html


7 www.physics.org

8 www.fearofphysics.com

9 www.sciencejoywagon.com/physicszone



Page 24

Sr. No. Address

10 www.science.howstuffworks.com

11 www.in.wikipedia.org

12 www.nptel.iitm.ac.in


S. No. Name and Designation Contact No. Email

1 Dr. D. V. Patil 9488985987 [email protected]

2 Ms. Pooja Jalmoru 8796840143 [email protected]

3 Mr. V. S. Thakare 9604046490 [email protected]

4 Dr. D. N. Game 9028461964 [email protected]

5 Mr. S. S. Kale 9403353938 [email protected]

COURSE NAME Applied Science COURSE CODE R18SC1705


Page 25



Course Name Applied Science Course code R18SC1705



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

4 4

80 20 40 10 - - 50 - - 150



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU, Oral -OR

1. RATIONALE

Diploma engineers have to deal with various materials, methods and machines. Adequate knowledge

of basic principle of Physics and Chemistry will help the students to understand the concepts better in

any field of engineering. The course will develop analytical capabilities of students so that they can

characterize transform and use material in engineering and apply knowledge gained in solving related

engineering problems. It will develop the habit of scientific reasoning in students so that they can

work with open and enquiring mind. They must learn and apply the concepts and principles of science

like Metals, Alloys, Cement, Lime, Fuels, Water, Surface tension, Elasticity, Viscosity and LASERS.


Apply principles of physics and chemistry to solve the broad based problems in engineering.


The theory, practical experiences and relevant soft skills associated with this course are to be taught

and implemented, so that the student demonstrates the following industry oriented COs:

1. Analyze the physical properties of materials for selecting appropriate material for appropriate

applications.

2. Apply Laws of motion in various applications.

3. Use equipments based on principles of LASER and Optical fibre in industrial application.

4. Select the appropriate metallurgical process and properties related to engineering application

of Iron and Copper.

5. Use appropriate Water treatment process to solve water related problems.

6. Use appropriate Fuel in relevant applications.

CO

UR

SE

NA

ME

A

pp

lied

Sci

ence

C

OU

RSE

CO

DE

R

18

SC

17

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

26

4.

CO

–P

O M

AT

RIX

C

ou

rse

Na

me:

Ap

pli

ed

Scie

nce

Co

urs

e c

od

e:

R1

8S

C1

70

5

PO

1

Ba

sic

an

d

Dis

cip

lin

e sp

eci

fic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Des

ign

/ d

evel

op

men

t

of

solu

tio

ns

PO

4

En

gin

eer

ing T

oo

ls,

Exp

erim

enta

tio

n

an

d T

esti

ng

PO

5

En

gin

eeri

ng p

ract

ices

fo

r

soci

ety

, su

sta

ina

bil

ity a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

na

gem

en

t

PO

7

Lif

e-lo

ng

lea

rn

ing

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ru

ctio

n

execu

tio

n, su

perv

isio

n

an

d m

ain

ten

an

ce

CO

1

3

1

1

2

1

CO

2

3

1

1

2

1

CO

3

3

1

1

2

1

CO

4

3

1

1

2

1

CO

5

3

1

1

2

1

CO

6

3

1

1

2

1

Rat

ing s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

A

pp

lied

Sci

ence

C

OU

RSE

CO

DE

R

18

SC

17

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

27

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1a.

Def

ine

elas

tici

ty,

pla

stic

ity

and r

igid

ity w

ith

exam

ple

s.

1b

. In

ter

rela

te t

hre

e ty

pes

of

mo

duli

i o

f el

asti

city

.

1c.

Exp

lain

th

e b

ehav

ior

of

the

wir

e

un

der

co

nti

nuo

usl

y

incr

easi

ng l

oad.

1d.

Des

crib

e v

ario

us

inte

rmole

cula

r fo

rces

an

d t

hei

r

nat

ure

.

1e.

Exp

lain

ph

eno

men

a o

f su

rface

ten

sion a

nd c

apil

lari

ty.

1f.

E

xp

lain

pre

ssure

-dep

th r

elat

ion o

f li

quid

s an

d v

ario

us

rela

ted l

aws.

1g.

Sta

te N

ewto

n's

law

of

vis

cosi

ty.

1h. S

tate

Sto

kes

’ la

w f

or

the

free

fal

l o

f th

e b

od

y th

rou

gh

the

vis

cous

med

ium

..

1.1

Def

orm

ing F

orc

e an

d R

esto

rin

g F

orc

e, E

last

icit

y,

Pla

stic

ity,

Rig

idit

y.

1.2

Str

ess

and

Str

ain w

ith t

heir

typ

es,

Ela

stic

lim

it a

nd

Ho

oke'

s la

w,

typ

es o

f m

od

uli

i o

f el

asti

cit

y,

Str

ess–

Str

ain

dia

gra

m,

Po

isso

n's

rat

io,

fact

ors

aff

ecti

ng e

last

icit

y,

1.3

Ap

pli

cati

ons

of

elast

icit

y. N

um

eric

al.

1.4

M

ole

cula

r fo

rces

an

d

thei

r nat

ure

, co

hes

ive

forc

es,

adhes

ive

forc

es,

mo

lecu

lar

ran

ge,

sp

her

e o

f in

flu

ence

.

1.5

Def

init

ion o

f su

rfac

e te

nsi

on,

fact

ors

aff

ecti

ng s

urf

ace

ten

sio

n (

Tem

per

atu

re,

imp

uri

ty,

nat

ure

of

the

liq

uid

).

1.6

C

onca

ve

and

co

nvex

m

enis

cus

of

liq

uid

su

rfac

es

and

th

eir

exp

lanat

ion o

n t

he

bas

is o

f m

ole

cula

r fo

rces

, an

gle

of

conta

ct,

1.7

C

apil

lary

act

ion

and

it

s exp

lanat

ion,

app

lica

tio

ns

of

surf

ace

tensi

on.

Nu

mer

ical

1.8

Vis

cosi

ty,

vis

cou

s fo

rce

in f

luid

, vel

oci

ty g

rad

ient,

New

ton’s

law

of

vis

cosi

ty.

1.9

Fre

e fa

ll o

f sp

her

ical

bo

dy

thro

ugh a

vis

cou

s m

ediu

m,

term

inal

velo

city

, S

toke’

s la

w o

f vis

cosi

ty w

ith

exp

ress

ion,

form

ula

fo

r co

effi

cien

t of

vis

cosi

ty b

y S

tok

e’s

law

(n

o d

eriv

atio

n).

1

.10

Str

eam

lin

e and t

urb

ule

nt

flow

of

liq

uid

s, c

riti

cal

vel

oci

ty,

signif

ican

ce o

f R

eyn

old

s’s

nu

mb

er,

Num

eric

al.

12

9

CO

1

CO

UR

SE

NA

ME

A

pp

lied

Sci

ence

C

OU

RSE

CO

DE

R

18

SC

17

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

28

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

2

2a.

Solv

e th

e giv

en N

um

eric

al b

ased

on e

quat

ions

of

moti

on,

equat

ions

of

moti

on u

nder

gra

vit

y

2b

. E

stab

lish

the

rela

tion b

etw

een a

ngula

r an

d l

inea

r

vel

oci

ty.

2c.

E

xp

lain

th

e co

nce

pt

of

Sim

ple

Har

mo

nic

Moti

on

(SH

M),

exp

lain

th

e re

late

d p

aram

eter

s an

d s

olv

e th

e

giv

en N

um

eric

al.

2d.

Exp

lain

th

e co

nce

pt

of

ech

o,

rever

ber

atio

n a

nd

rever

ber

atio

n t

ime,

solv

e th

e giv

en N

um

eric

al

2.1

Dis

pla

cem

ent,

vel

oci

ty,

acc

eler

atio

n a

nd r

etar

dat

ion

.

Kin

emat

ical

eq

uat

ions

of

moti

on,

equat

ions

of

moti

on u

nder

gra

vit

y, N

um

eric

al.

2.2

Cir

cula

r m

oti

on,

Unif

orm

cir

cula

r m

oti

on,

Ang

ula

r

dis

pla

cem

ent,

ang

ula

r vel

oci

ty,

ang

ula

r ac

cele

rati

on,

thre

e

equ

atio

ns

of

an

gula

r m

oti

on,

Tan

gen

tial

vel

oci

ty a

nd r

adia

l

acce

lera

tio

n (

No d

eriv

atio

n),

2.3

Cen

trip

etal

an

d C

entr

ifugal

forc

es,

Nu

mer

ical

.

2.4

Per

iodic

moti

on,

sim

ple

har

mo

nic

moti

on,

S.H

.M.

as a

pro

ject

ion o

f unif

orm

cir

cula

r m

oti

on,

equ

atio

n o

f S

.H.M

.,

gra

phic

al r

epre

senta

tio

n o

f S

.H.M

.,

2.5

con

cepts

of

osc

illa

tio

n,

per

iodic

tim

e, f

req

uen

cy,

amp

litu

de,

phas

e, p

has

e dif

fere

nce

. N

um

eric

al.

2.6

Sou

nd w

av

es,

pro

pagat

ion o

f so

un

d,

refl

ecti

on o

f so

un

d

wav

es,

ech

o,

abso

rpti

on o

f so

und,

coef

fici

ent

of

abso

rpti

on,

2.7

Rev

erb

erat

ion,

rev

erb

erat

ion t

ime,

form

ula

for

rev

erb

erat

ion

tim

e (N

o d

eriv

atio

n),

met

ho

ds

for

contr

oll

ing r

ever

ber

ati

on

tim

e, N

um

eric

al.

16

1

4

CO

2

3

3a.

Des

crib

e th

e co

nst

ruct

ion a

nd w

ork

ing o

f th

ree

ener

gy

lev

el l

aser

syst

em.

3b

. D

escr

ibe

the

ph

eno

men

a o

f to

tal

inte

rnal

ref

lect

ion f

or

the

giv

en m

ediu

ms.

3c.

Des

crib

e li

ght

pro

pagat

ion i

n t

he

giv

en t

ype

of

opti

cal

fib

er.

3.1

Exci

tati

on o

f p

art

icle

, op

tica

l p

um

pin

g,

typ

es o

f tr

ansi

tio

ns

–

no

n r

adia

tive

and r

adia

tive.

3.2

Sp

onta

neo

us

an

d s

tim

ula

ted e

mis

sio

n,

pop

ula

tio

n i

nver

sio

n,

reso

nan

ce c

avit

y, a

ctiv

e sy

stem

,

3.3

Typ

es o

f la

sers

, R

ub

y l

aser

, H

eliu

m–N

eon l

aser

, an

d

com

par

ison b

etw

een r

ub

y an

d H

e–N

e la

sers

, U

ses

of

lase

rs.

3.3

Ref

lect

ion,

refr

act

ion,

law

s o

f re

frac

tio

n,

Tota

l In

tern

al

Ref

lect

ion (

TIR

). P

rinci

ple

, ty

pes

, p

rop

erti

es a

nd a

ppli

cati

ons

of

op

tica

l fi

ber

s.

12

9

CO

3

CO

UR

SE

NA

ME

A

pp

lied

Sci

ence

C

OU

RSE

CO

DE

R

18

SC

17

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

29

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

4

4a.

Des

crib

e co

nst

ruct

ion a

nd w

ork

ing o

f th

e giv

en

furn

ace

4b

. D

escr

ibe

the

extr

act

ion p

roce

ss o

f giv

en o

re w

ith

chem

ical

rea

ctio

n

4c.

Sta

te p

urp

ose

s an

d d

escr

ibe

pre

par

atio

n m

etho

ds

of

makin

g a

llo

y.

4d.

Sel

ect

rele

vant

allo

y f

or

giv

en a

ppli

cati

on s

tati

ng t

he

pro

per

ties

4e.

Exp

lain

th

e h

ard

enin

g a

nd s

etti

ng p

roce

ss o

f P

ort

lan

d

cem

ent

wit

h H

ydro

lysi

s and h

ydra

tion r

eact

ions

4.1

. Met

allu

rgy:

Min

eral

, O

re,

Gan

gue

,Flu

x,

Sla

g

4.2

. Typ

es o

f fu

rnace

: M

uff

le f

urn

ace

, B

last

furn

ace

4.3

. Extr

act

ion p

roce

sses

of

Hae

mati

te

ore

s: C

rush

ing,

Conce

ntr

atio

n,

Red

uct

ion,

Ref

inin

g

4.4

. Pro

per

ties

of

Iro

n a

nd C

op

per

: H

ard

nes

s, T

ensi

le S

tren

gth

,

To

ug

hnes

s, R

efra

ctori

nes

s, M

ach

inab

ilit

y B

razi

ng,

Cas

tab

ilit

y

4.5

. Pre

para

tio

n o

f A

llo

ys

a)

Fusi

on m

etho

d –

Bra

ss

b)

Com

pre

ssio

n m

etho

d-W

ood’s

met

al

4.6

. Fer

rous

allo

ys:

com

posi

tion,

pro

per

ties

and u

ses

of

Low

carb

on,

med

ium

car

bon ,

hig

h c

arb

on s

teel

s

4.7

. Non-F

erro

us

allo

ys

: c

om

posi

tion,

pro

per

ties

and u

ses

of

Bra

ss, B

ron

ze,

Dura

lum

in ,

Tin

man

sold

er,

Wood’s

met

al

,Mon

el m

etal

4.8

. Cem

ent:

Port

lan

d c

emen

t, C

onst

itu

ents

,Set

ting a

nd H

ard

enin

g

pro

cess

4.9

. Lim

e-C

lass

ific

atio

n ,

com

posi

tio

n ,

pro

per

ties

an

d u

ses

12

1

2

CO

4

5

5a.

Des

crib

e th

e co

nce

pt

of

Har

dn

ess

5b

. C

alcu

late

th

e H

ard

nes

s o

f w

ater

for

the

giv

en d

ata

5c.

Des

crib

e th

e ef

fect

s of

Har

d w

ater

in b

oil

ers

5d.

Exp

lain

th

e giv

en t

yp

e of

wat

er s

oft

enin

g p

roce

ss

5e.

Des

crib

e th

e p

uri

fica

tion o

f m

unic

ipal

wat

er f

or

the

giv

en p

roce

ss

5f.

D

escr

ibe

the

Rev

erse

Osm

osi

s fo

r th

e giv

en t

yp

e of

wat

er

5g.

Des

crib

e th

e pro

cess

of

Des

alin

atio

n o

f w

ater

5h.

Sta

te t

he

con

cept

of

pH

an

d p

OH

. N

um

eric

al r

elat

ed

wit

h i

t

5i.

Ap

pli

cati

ons

of

pH

in e

ngin

eeri

ng

5.1

. Har

dn

ess-

typ

es,

ED

TA

met

hod,D

egre

e of

Har

dn

ess

of

the

wat

er i

n t

erm

s o

f eq

uiv

alen

t am

ou

nt

of

CaC

O3

, N

um

eric

al

bas

ed o

n d

egre

e o

f h

ardn

ess

.

5.2

. Eff

ect

of

hard

wat

er i

n b

oil

ers

and i

ts p

rev

enti

on,

Sca

les

and

Slu

dges

5.3

. Wat

er s

oft

enin

g :

Zeo

lite

pro

cess

,Ion e

xch

ang

e p

roce

ss

(cat

ion e

xch

ange

an

d a

nio

n e

xch

ang

e )

5.4

. Mu

nic

ipal

wat

er t

reat

men

t –S

cree

nin

g,

Sed

imen

tati

on ,

C

oag

ula

tio

n ,

Fil

trat

ion a

nd S

teri

liza

tio

n

5.5

. Was

te w

ater

- C

hara

cter

isti

cs,

Dis

solv

ed o

xyg

en ,

BO

D a

nd

CO

D,S

ewag

e tr

eatm

ent

, re

cycl

ing o

f w

aste

wat

er

5.6

. De-

sali

nat

ion o

f b

rack

ish w

ater

pro

cess

by

rev

erse

osm

osi

s

5.7

. Def

init

ion o

f pH

an

d p

OH

, p

H s

cale

, N

um

eric

al p

roble

ms

on

pH

an

d I

ndust

rial

app

lica

tio

ns

16

1

2

CO

5

CO

UR

SE

NA

ME

A

pp

lied

Sci

ence

C

OU

RSE

CO

DE

R

18

SC

17

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

30

Sr.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

6

6a.

D

escr

ibe

pro

per

ties

of

fuel

whic

h d

ecid

e it

s q

ual

ity

6b

. E

xp

lain

th

e pro

xim

ate

and u

ltim

ate

anal

ysi

s o

f co

al

to d

ecid

e it

s q

ual

ity

6c.

D

escr

ibe

Fra

ctio

nal

dis

till

atio

n p

roce

ss f

or

refi

nin

g o

f

pet

role

um

6d.

Des

crib

e th

e co

mposi

tion ,

pro

per

ties

an

d a

pp

lica

tio

n

of

giv

en G

aseo

us

fuel

6e.

C

alcu

late

th

e m

ass

and v

olu

me

of

air

req

uir

ed f

or

com

ple

te c

om

bust

ion f

uel

6.1

. Fu

el:

Co

mb

ust

ion r

eact

ion ,

Cal

ori

fic

val

ue

and I

gnit

ion

tem

per

ature

, c

lass

ific

atio

n

6.2

. Soli

d f

uel

s: C

oal

, c

lass

ific

atio

n a

nd c

om

posi

tio

n ,

Pro

xim

ate

anal

ysi

s ,

Ult

imat

e anal

ysi

s

6.3

. Liq

uid

Fu

els:

Fra

ctio

nal

dis

till

atio

n o

f cr

ud

e p

etro

leum

,

Boil

ing r

ang

e, c

om

posi

tio

n,

calo

rifi

c val

ue,

pro

per

ties

an

d

use

s o

f p

etro

l k

erose

ne,

die

sel,

bio

die

sel

in a

uto

mobil

e

indust

ry a

nd I

C e

ngin

e.

6.4

. Gas

eous

fuel

s: C

om

posi

tio

n,

calo

rifi

c val

ue

and i

gnit

ion

tem

per

ature

of

Bio

gas

, L

PG

and C

NG

, c

om

bust

ion e

quat

ion

of

gas

eous

fuel

s ,

Mas

s an

d v

olu

me

of

air

req

uir

ed f

or

com

ple

te c

om

bust

ion .

Num

eric

al.

12

8

CO

6



Page 31



Sr. No. Practical (PHYSICS) Topic

No.

Hours

Allotted

Mapped

CO

1 Determination of Young’s modulus. 1 2 CO1

2 Verification of Hooke’s law. 1 2 CO1

3 Verification of Archimedes principle. 1 2 CO1

4 Study the effect of length and mass of the bob on periodic

time of a simple pendulum. 2 2 CO2

5 Determination of ‘g’ by simple pendulum. 2 2 CO2

6 Determination of surface tension of liquid by the capillary

rise method. 1 2 CO1

7 Determination of surface tension by using capillaries

different bores. 1 2 CO1

8 Determination of viscosity of water by Poiseuille’s method. 1 2 CO1

9 Determination of viscosity of oil by Stoke’s method. 1 2 CO1

10 Measurement of divergence of light beam by using laser. 3 2 CO3

11 Determination of velocity of sound by using resonance tube. 3 2 CO2

12 Study the phenomenon of Total Internal Reflection and

determine critical angle of incidence. 3 2 CO3

-- Total -- 24 --

S. No. Student activity Topic No. Hours

Allotted

Mapped

CO

1 Mini project 01 04 CO1 /CO2 /CO3

-- Total -- 04 --


No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


No.

Hours

Allotted

Mapped

CO

1 Determination of percentage purity of Iron from stainless

steel alloy. 1 2 CO4

2 Estimation of Calcium in cement sample. 1 2 CO4

3 To determine amount of Nickel present in Monel metal. 1 2 CO4

4 Determine the Alkalinity of water sample. 2 2 CO5

5 Determine chloride content in the given water sample by

Mohr’s method. 2 2 CO5

6 Determine the Total Hardness of water sample by EDTA

method. 2 2 CO5

7 Determine the Dissolved Oxygen present in the water sample

by using Winkler’s method. 2 2 CO5

8 Determine the pH value of given solution using pH meter. 2 2 CO5

9 Determination of Moisture content in given coal sample

using Proximate analysis. 3 2 CO6

10 Determination of Ash content in given coal sample using

Proximate analysis. 3 2 CO6



Page 32


No.

Hours

Allotted

Mapped

CO

11 To determine percentage of Copper from the brass. 1 2 CO4

12 Determine the Turbidity of given water sample by

Nephelometric method. 2 2 CO5

-- Total -- 24 --

S. No. Student activity Topic No. Hours

Allotted

Mapped

CO

1 Mini project 01 04 CO4 /CO5 /CO6

-- Total -- 04 --


No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --

8. EVALUATION SCHEME FOR PRACTICAL

Rubriks for laboratory manual report


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




PHYSICS

1 Elasticity, Surface Tension and

Viscosity CO1 3 5 4 12

2 Linear motion, Angular motion,

Simple Harmonic Motion and

Sound CO2 5 5 6 16

3 Lasers and Fiber Optics CO3 3 5 4 12

Total -- 11 15 14 40

CHEMISTRY

4 Metals ,Alloys Cement & Lime CO4 3 4 5 12

5 Water Treatment & analysis CO5 4 6 6 16

6 Fuels and Combustion CO6 3 4 5 12

Total -- 10 14 16 40

Process Related (05) Product Related (05) Total (10)



Page 33


EXAMINATIONS

Sr.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Name who first put forward the concept of stimulated emission

2 1 CO1 U The spring is made up of steel and not of copper

because

3 1 CO1 A

A metal plate moves over a layer of oil 10-3

mm thick with velocity 0.05 m/s . Calculate

velocity gradient

4 4 CO4 R The dissociation constant of water at 25⁰C is-

5 4 CO5 U Hard water is unfit for use in boilers for “steam

raising” because :

6 4 CO6 A Calculate [H+] ion concentration if the pH of

the solution is 3.2


• BOOKS


1 Physics Textbook XI

(Part1 &2)

J. V. Naralikar, A. W.

Joshi


Research and Training. New Delhi

2 Physics Textbook XII

(Part1 &2)

J. V. Naralikar, A. W.

Joshi


Research and Training, New Delhi

3 Fundamentals of Physics D. Haliday & R.

Resnick John Wiley and Sons , USA

4 Engineering Physics R. K. Gaur, S. L. Gupta Dhanpat Rai and Sons Publications.

5 Engineering Chemistry Jain P. C. & Jain

Monika

Dhanpat Rai Publishing Company (P)

Ltd., New Delhi.

6 Engineering Chemistry S. S. Dara S. Chand Publication

7 Fundamental of

electrochemistry Bagotsky V. S. Wiley international NJ, USA.


• WEBSITES

Sr. No. Address


2 www.hyperphysics.com

3 www.physicsinfo.com http://nptel.ac.in/course.php?disciplineId=115

4 http://nptel.ac.in/course.php?disciplineId=104



Page 34

Sr. No. Address

5 http://hperphysics.phy-astr.gsu.edu/hbase/hph.html


7 www.physics.org

8 www.fearofphysics.com

9 www.sciencejoywagon.com/physicszone

10 www.science.howstuffworks.com

11 www.in.wikipedia.org


13 www.youtube.com, watch v= KjoQHqzda8 (related to Chemical bonding)



1 Dr. D. V. Patil 9488985987 [email protected]

2 Ms. Pooja Jalmoru 8796840143 [email protected]

3 Mr. V. S. Thakare 9604046490 [email protected]

4 Dr. D. N. Game 9028461964 [email protected]

5 Mr. S. S. Kale 9403353938 [email protected]

COURSE NAME ENGLISH COURSE CODE R18SC1707


Page 35



Course Name ENGLISH Course code R18SC1707

Course Category FOUNDATION Credits 04


Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

2 2

80 20 20 05 - - 25 - - 125



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU, Oral –OR

1. RATIONALE

Competency in English enhances the employability of an engineering professional. In today’s

competitive world English is important for students in their academics as well as in their

prospective career. The students after passing Diploma from any discipline need to use

English as a medium of communication in various formal as well as informal situations. They

need to be proficient in the four skills of language i.e. listening, speaking, reading and writing.

This curriculum is need based and is designed to help the students to communicate in English

effectively.


Communicate in English in spoken and written form effectively.



1. Formulate grammatically correct sentences.

2. Use relevant words as per context.

3. Comprehend given passages and dialogues.

4. Comprehend given passages and dialogues.

5. Distinguish between various types of communication.

6. Communicate effectively by avoiding barriers in various formal and informal

situations.

CO

UR

SE

NA

ME

E

NG

LIS

H

CO

UR

SE

CO

DE

R

18

SC

170

7

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 3

6

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

EN

GL

ISH

Co

urs

e c

od

e:

R1

8C

E5

10

3

PO

1

Ba

sic

an

d D

isci

pli

ne

spec

ific

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Des

ign

/

dev

elo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eerin

g T

oo

ls,

Exp

erim

enta

tio

n a

nd

Tes

tin

g

PO

5

En

gin

eerin

g p

ract

ices

fo

r

soci

ety, su

stain

ab

ilit

y a

nd

env

iro

nm

en

t

PO

6

Pro

ject

Ma

na

gem

en

t

PO

7

Lif

e-lo

ng

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n

an

d m

ain

ten

an

ce

CO

1

3

1

1

CO

2

3

1

1

CO

3

2

1

1

CO

4

2

1

1

CO

5

2

1

1

CO

6

3

1

1

Rat

ing s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

CO

UR

SE

NA

ME

E

NG

LIS

H

CO

UR

SE

CO

DE

R

18

SC

170

7

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 3

7

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1

1.1

L

ist

the

var

ious

Par

ts o

f S

pee

ch

1.2

D

efin

e dif

fere

nt

Par

ts o

f S

pee

ch

1.3

I

den

tify

th

e p

art

of

spee

ch o

f th

e giv

en w

ord

1.4

U

se a

ppro

pri

ate

pre

posi

tio

ns

to c

onst

ruct

mea

nin

gfu

l

sente

nce

s.

1.5

U

se a

ppro

pri

ate

conju

nct

ions

to c

onn

ect

phra

ses

and

clause

s in

the

giv

en s

ente

nce

s.

1.6

U

se c

orr

ect

form

of

tense

s in

giv

en s

ituat

ion.

1.7

U

se r

elev

ant

arti

cles

in c

onst

ruct

ing s

ente

nce

s.

1.8

P

un

ctuat

e th

e giv

en s

ente

nce

s b

y usi

ng c

orr

ect

pun

ctuat

ion m

arks.

1.9

C

hang

e th

e nar

rati

on f

or

the

giv

en s

ituat

ion.

1.1

0 C

hang

e th

e v

oic

e o

f a

giv

en s

ente

nce

Ap

pli

ed G

ram

mar

1a.

P

arts

of

Spee

ch [

Nou

n,

Pro

no

un,

Ver

b,

Ad

ver

b,

Adje

ctiv

e,

Pre

posi

tion,

Conju

nct

ion,

Inte

rjec

tion]

1b.

Ten

ses

1c.

A

rtic

les

1d.

Pun

ctu

atio

n

1e.

D

irec

t-in

dir

ect

spee

ch

1f.

A

ctiv

e an

d

Pas

sive

voic

e

12

08

C

O1

2

2.1

U

se s

yno

nym

s and a

nto

nym

s co

rrec

tly.

2.2

C

orr

ect

the

spel

ling e

rrors

in g

iven

sen

ten

ces.

2.3

S

elec

t ap

pro

pri

ate

word

for

the

giv

en c

onte

xt.

2.4

S

ubst

itute

giv

en p

hra

se/

sente

nce

by o

ne

mea

nin

gfu

l

word

.

2.5

A

pp

ly th

e en

gin

eeri

ng vo

cab

ula

ry i

n th

e n

ew /g

iven

conte

xt

Voca

bu

lary

Bu

ild

ing

2a.

S

yno

nym

s an

d A

nto

nym

s.

2b.

Sp

elli

ngs

2c.

W

ord

s o

ften

co

nfu

sed

2d.

One

word

subst

ituti

on

2e.

E

ngin

eeri

ng v

oca

bula

ry

16

8

CO

2

3

3.1

A

nsw

er t

he

qu

esti

ons

on a

giv

en u

nse

en p

assa

ge/

dia

logue.

3

.2

Answ

er t

he

qu

esti

ons

ora

lly

on t

he

giv

en u

nse

en

pas

sage

wit

h c

orr

ect

pro

nun

ciat

ion

Rea

din

g C

om

pre

hen

sion

3

a.

Com

pre

hen

sio

n b

ased

on d

ialo

gu

es

3b.

Com

pre

hen

sio

n b

ased

on u

nse

en p

assa

ge

12

4

CO

3

4

4.1

Sta

te i

mp

ort

an

ce o

f p

ubli

c sp

eakin

g

4.2

Sta

te f

eatu

res

of

a g

oo

d f

orm

al s

pee

ch

4.3

Sta

te c

har

act

eris

tics

of

a g

oo

d v

ote

of

than

ks

spee

ch

4.4

Wri

te a

vote

of

than

ks

spee

ch f

or

the

giv

en s

ituat

ion.

Pu

bli

c S

pea

kin

g

4a.

Im

port

an

ce o

f p

ubli

c sp

eakin

g

4b.

Char

act

eris

tics

of

a go

od s

pee

ch

4c.

V

ote

of

than

ks

12

4

CO

4

CO

UR

SE

NA

ME

E

NG

LIS

H

CO

UR

SE

CO

DE

R

18

SC

170

7

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 3

8

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

4.5

Sta

te c

har

act

eris

tics

of

a g

oo

d f

arew

ell

spee

ch

4.6

Wri

te a

far

ewel

l sp

eech

fo

r th

e giv

en s

ituat

ion.

4.7

Sta

te c

har

act

eris

tics

of

a g

oo

d s

pee

ch f

or

intr

odu

cing a

gu

est

4.8

Wri

te a

spee

ch f

or

intr

odu

cing a

gu

est

in t

he

giv

en

situ

atio

n.

4.9

Del

iver

a s

pee

ch o

n a

giv

en s

itu

atio

n

4d

. F

arew

ell

spee

ch

4e.

In

trod

uci

ng a

gues

t

5

5.1

D

efin

e co

mm

unic

atio

n

5.2

S

tate

th

e im

port

ance

o

f co

mm

unic

atio

n i

n b

usi

nes

s

5.3

E

nli

st e

lem

ents

of

com

munic

atio

n

5.4

E

xp

lain

th

e var

ious

elem

ents

of

com

mun

icat

ion.

5.5

Id

enti

fy t

he

dif

fere

nt

com

munic

atio

n e

lem

ents

in a

giv

en s

ituat

ion

5.6

D

raw

a n

eat

sket

ch o

f co

mm

unic

atio

n c

ycl

e fo

r a

giv

en s

ituat

ion

5.7

E

xp

lain

enco

din

g a

nd d

ecodin

g

5.8

L

ist

typ

es o

f co

mm

un

icat

ion

5.9

D

efin

e ver

bal

, no

n-v

erb

al,

ora

l, w

ritt

en,

form

al,

info

rmal

com

mu

nic

atio

n

5.1

0 I

den

tify

the

typ

e o

f co

mm

un

icat

ion i

n a

giv

en

situ

atio

n

5.1

1 D

isti

ng

uis

h b

etw

een v

ario

us

typ

es o

f co

mm

unic

atio

n

5.1

2 S

tate

mer

its

and d

emer

its

of

ora

l an

d w

ritt

en

com

mu

nic

atio

n

5.1

3 C

om

munic

ate

effe

ctiv

ely

in a

giv

en f

orm

al a

nd

info

rmal

sit

uat

ion.

Ba

sics

of

Com

mu

nic

ati

on

5

a.

Def

init

ion

5b.

Nee

d a

nd i

mp

ort

an

ce o

f co

mm

unic

atio

n

5c.

C

om

mu

nic

atio

n c

ycl

e and e

lem

ents

5d

. E

nco

din

g a

nd d

eco

din

g

5e.

T

yp

es o

f co

mm

unic

atio

n

5f.

V

erbal

an

d n

on

-ver

bal

5g.

Ora

l an

d

wri

tten

5h

. F

orm

al a

nd i

nfo

rmal

5i.

Dif

fere

nce

bet

wee

n v

erb

al a

nd

no

n-v

erb

al,

ora

l an

d w

ritt

en,

form

al a

nd i

nfo

rmal

com

mu

nic

atio

n

5j.

Mer

its

and d

emer

its

of

ora

l and w

ritt

en c

om

mu

nic

atio

n

16

4

CO

5

6

6.1

Def

ine

“bar

rier

in c

om

munic

atio

n”

6.2

Lis

t ty

pes

of

bar

rier

s in

co

mm

unic

atio

n

6.3

Expla

in m

echan

ical

, p

hys

ical

, psy

cholo

gic

al,

linguis

tic,

and c

ult

ura

l b

arri

ers

wit

h s

uit

able

exam

ple

s

Eff

ect

ive

Co

mm

un

icati

on

6

a.

Bar

rier

s in

co

mm

unic

atio

n.

• M

ech

anic

al

• P

hysi

cal

12

4

CO

6

CO

UR

SE

NA

ME

E

NG

LIS

H

CO

UR

SE

CO

DE

R

18

SC

170

7

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 3

9

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

6.4

Iden

tify

th

e co

mm

unic

atio

n b

arri

ers

in a

giv

en

situ

atio

n

6.5

Sugg

est

rem

edie

s to

ov

erco

me

the

giv

en b

arri

ers.

6.6

Lis

t pri

nci

ple

s o

f ef

fect

ive

com

mu

nic

atio

n

6.7

Des

crib

e th

e var

ious

pri

nci

ple

s of

com

mu

nic

atio

n w

ith

suit

able

ex

am

ple

s.

6.8

App

ly t

he

var

ious

pri

nci

ple

s in

ora

l and w

ritt

en

com

munic

atio

n

• P

sych

olo

gic

al [

Pre

judic

e, s

tatu

s blo

ck,

neg

ativ

e em

oti

ons

like

fear

, eg

o,

low

co

nfi

den

ce]

• L

inguis

tic

• C

ult

ura

l

6b.

Over

com

ing b

arri

ers

6c.

P

rin

cip

les

of

com

mu

nic

atio

n

•

Cla

rity

•

Con

cise

nes

s

•

Corr

ectn

ess

•

Co

mple

ten

ess

•

Fee

dback

•

Info

rmal

ity

•

Med

ia s

elec

tio

n

•

Fle

xib

ilit

y



Page 40



S. No. Assignments Topic No.

Hours Allotted

Mapped CO

1 Pronounce basic English words correctly. 05 02 CO5

2 Meet and greet people formally. 05 02 CO5

3 Talk about your family. 05 02 CO5

4 Give directions about places in town. 06 02 CO6

5 Describe your neighbourhood and region. 06 02 CO6

6 Answer the questions orally on the given unseen passage

with correct pronunciation. 03 02 CO3

7 Deliver any one of the following speeches: Vote of thanks,

Farewell speech, Introducing a guest. 04 02 CO4

8 Rewrite the given sentences using correct articles. 01 02 CO1

9 Change the narration of given sentences from direct to

indirect. 01 02 CO1

10 Solve the exercise based on vocabulary. 02 02 CO2

-- Total -- 20 --

S. No. Student activity Topic

No.

Hours

Allotted

Mapped

CO

1

Group reading: Read one news item from a standard English

newspaper or magazine. Form a group of 4-5 students.

Discuss the news from various angles (contents, grammar,

and vocabulary) with your group.

01 04 CO1

2 Conduct quiz on spellings in small groups. 02 04 CO2

-- Total -- 08 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --

S. No. Assignment Instructions

1 Listen to the recorded voice on the Linguaphone machine, identify and practice the

pronunciation of difficult words.

2 Study the given audio/video situation and practice the conversational techniques to meet and

greet people formally.

3 Study the given audio/video situation and practice the conversational techniques to talk about

your family.

4 Study the given audio/video situation and practice the conversational techniques to give directions about places in town.

5 Study the given audio/video situation and practice the conversational techniques to describe

your neighbourhood and region.

6 Read the passage carefully and answer the questions based on it.

7 Develop and deliver a speech on the given situation.



Page 41


8 Rewrite the given sentences by applying the rules of definite and indefinite articles.

9 Apply the rules of narration and change the sentences from direct to indirect speech.

10 Read the given sentences and follow the instructions to change its structure.

8. EVALUATION SCHEME FOR PRACTICAL / ASSIGNMENTS/STUDENT

ACTIVITIES

Rubrics for Assignments

CATEGORY 4 3 2 1

Structure Very Well Structured Well

Constructed

Structured

But Missing Links

Unstructured

Understanding Of The

Subject Matter

Complete

Understanding

Substantialunder

standing

Some

Understandi

ng

Limited Understanding

Grammatical /

Spelling Errors Least Errors

90 % Free Of

Errors

75 % Free

Of Errors 50 % Free Of Errors

Graphics /

Presentation

Neat ,Accurate And

Enhance

Understanding

Neat And

Accurate

Some

Illustrations

Are

Misleading

And

Redundant

Least Accurate And Not

Neat

Timely Completion

Of Activity Maximum Moderate Satisfactory Least

Overall Understanding Maximum Moderate Satisfactory Least

Rubrics for Student Activities

Category 4 3 2 1

Structure And

Presentation Very Well Structured Well Constructed

Structured But

Missing Links Unstructured

Quantity Of

Information

All Subtopics

Covered In Detail

All Subtopics Are Mostly

Covered

Some Of The

Subtopics Are

Not Covered In

Detail

Some Of The Subtopics Are Not

Covered

Quality Of

Information

Clear Description

With Supporting

Details

Clear

Description With

Some Supporting

Details

Clear Description

With Lack Of

Supporting

Details

Irrelevent Information

Sources Clear Documentation

Clear

Documentation

With Some

Missing Links

Part

Documentation

With Missing

Links

Documentation With

Number Of Missing

Links

Graphics /

Presentation

Neat ,Accurate And

Enhance

Understanding

Neat And

Accurate

Some

Illustrations Are

Misleading And

Redundant

Least Accurate And

Not Neat

Group Activity Maximum

Coordination And

Effort

Fair Coordination

And Effort

Lack Coordination

And Effort

Least Participation

Timely Completion




Page 42

Category 4 3 2 1

Overall

Understanding Maximum Moderate Satisfactory Least

9. MAJOR EQUIPMENT/ INSTRUMENTS /TOOLS REQUIRED

S. No. Equipment Name with Specifications Practical

1 Computers with Linguaphone Language Lab software


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




1 Applied Grammar CO1 03 03 06 12

2 Vocabulary Building CO2 04 04 08 16

3 Comprehension CO3 02 08 02 12

4 Speech Writing CO4 02 02 08 12

5 Basics of Communication CO5 04 04 04 12

6 Effective Communication CO6 04 04 08 16

Total -- 19 25 36 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive

level R/U/A Question

1 1 CO1 R Define a noun, verb and adjective.

2 1 CO1 U Identify the part of speech of the underlined word.

Seeta is a brilliant girl.

3 1 CO1 A Insert appropriate article in the blanks

----apple is a tasty fruit.

4 2 CO2 R Correct the spelling of the given word

appeal

5 2 CO2 U Write synonym of the given words

Beautiful, Vibrant

6 2 CO2 A

Substitute the given phrase/sentence by one meaningful

word

A life history of a person written by someone .

7 3 CO3 R Define the term ‘illiteracy’.

8 3 CO3 U Describe the causes of illiteracy.

9 3 CO3 A Suggest two measures to reduce/remove illiteracy.

10 4 CO4 R State two features of a good formal speech

11 4 CO4 U Describe two characteristics of a good farewell speech.

12 4 CO4 A Draft a farewell speech for the head of the Civil



Page 43

S.

No Topic

Mapped

CO

Cognitive

level R/U/A Question

department who will retire this month.

13 5 CO5 R Define the term communication

14 5 CO5 U Distinguish between formal and informal

communication.

15 5 CO5 A

Identify the different communication elements in the

given situation.

A teacher who is teaching the topic of barriers in the

classroom asks a question to the students. The students

answer the question correctly.

16 6 CO6 R List any two types of barriers in communication

17 6 CO6 U Describe the mechanical barrier with two examples.

18 6 CO6 A Suggest two remedies to overcome the mechanical

barriers.


• BOOKS

S.


1 Applied Grammar and

Composition M.P. Bhatia

M.I. Publications (Eighth Revised

Edition), Agra.

2 Advanced English Grammar

and Composition

Alok Pandey and

Deepak Pandey

Sahni Publication,

Delhi-7.

3 Intermediate English

Grammar Raymond Murphy

Cambridge University Press, (Second

Edition), New Delhi.

4 Essential English Grammar Raymond Murphy Cambridge University Press, New

Delhi, ISBN: 9780-0-521-67580-9

5 Effective English with CD

Kumar, E. Suresh;

Sreehari, P.; Savithri,

J.

Pearson Education, Noida, New Delhi,

2009 ISBN: 978-81-317-3100-0

6 English Grammar at Glance Gnanamurali, M. S. Chand and Co. New Delhi, 2011

ISBN:9788121929042

7 Living English Structure Allen, W.S. Pearson Education, New Delhi, Fifth

edition, 2009, ISBN:108131728498,99

8 English Reading

Comprehension R. Gupta Ramesh Publishing House, New Delhi

9 The Art of Public Speaking Dale Carnegie Ocean Paperbacks

10 Essential Communication

Skills Shalini Aggrarwal Ane Books Pvt Ltd

11 A Course in Communication

Skills

Dutt, Rajeevan,

Prakash Foundation Books

12 Word Power Made Easy Norman Lewis Pocket Books / Goyal Publishers &

Distributors

13 Words Often Confused Dr. B. R. Kishore New Light Publishers



Page 44

S.


14 Perfect Your Spelling Power Raymond Hill Maanu Graphics Publishers


S. No. Name Company Freeware/commercial

1 Linguaphone language laboratory

software Lotus Learning Ltd Commercial

• WEBSITES

S. No. Address

1 https://english.wifistudy.com/

2 https://www.britishcouncil.in/english/learn-online

3 http://learnenglish.britishcouncil.org/en/content

4 http://www.talkenglish.com/

5 www.languagelabsystem.com

6 www.wordsworthelt.com

7 www.learn4good.com

8 www.fluentzy.com

9 www.edufind.com

10 www.khake.com

11 www.learnenglish.org.uk

12 www.english4engineer.com

13 www.owl.english.purdue.edu



1 Prof. R.B. Dhonukshe 9822721472 [email protected]

2 Mrs. R. A. Deshmukh 9373777209 [email protected]

COURSE NAME Business Communication COURSE CODE R18SC1708


Page 45



Course Name Business Communication Course code R18SC1708



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

1 2

- - 20 05 - - 25 - @25 50




1. RATIONALE

Communication is life blood of any business. To be able to communicate effectively is considered one

of the foremost employability skills. Fluency and correct pronunciation makes a world of difference in

any business situation like meetings, conferences, seminars, presentations etc. Along with that, a

business professional has to be proficient in written communication. Hence in this curriculum,

speaking and writing skills are emphasized to help the students in interviews, presentations, and other

oral as well as written communication situations.


Communicate effectively and skillfully at the workplace.



1. Give presentation using ICT.

2. Face a mock interview.

3. Write business letters for given formal situations.

4. Draft notice, circular and memorandum in given formal situations.

5. Draft reports on given formal situations

CO

UR

SE

NA

ME

B

usi

nes

s C

om

mu

nic

ati

on

C

OU

RSE

CO

DE

R

18

SC

17

08

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 4

6

4.

CO

–P

O M

AT

RIX

C

ou

rse

Na

me:

Bu

sin

ess

Co

mm

un

icati

on

Co

urs

e c

od

e:

R1

8C

E5

10

3

PO

1

Ba

sic a

nd

Dis

cip

lin

e

speci

fic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Des

ign

/

dev

elo

pm

ent

of

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

per

imen

tati

on

an

d

Tes

tin

g

PO

5

En

gin

eeri

ng

pra

ctic

es f

or

soci

ety, su

stain

ab

ilit

y a

nd

env

iro

nm

ent

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-lo

ng

lea

rnin

g

PS

O 1

Co

nst

ructi

on

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ru

ctio

n

execu

tio

n, su

perv

isio

n

an

d m

ain

ten

an

ce

CO

1

3

1

1

CO

2

3

1

1

CO

3

2

1

1

CO

4

2

1

1

CO

5

2

1

1

Rat

ing s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

CO

UR

SE

NA

ME

B

usi

nes

s C

om

mu

nic

ati

on

C

OU

RSE

CO

DE

R

18

SC

17

08

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 4

7

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1

1.1

U

se

dif

fere

nt

typ

es

of

ver

bal

an

d

no

n–

ver

bal

com

mu

nic

atio

n d

uri

ng a

pre

senta

tio

n

Pre

sen

tati

on

Sk

ills

1a.

N

eed a

nd i

mp

ort

ance

1b.

Eff

ecti

ve

pre

senta

tio

n –

guid

elin

es f

or

effe

ctiv

e p

rese

nta

tion

1c.

U

se o

f posi

tiv

e B

od

y la

nguag

e fo

r ef

fect

ive

pre

senta

tio

n

1d

. G

uid

elin

es t

o p

repar

e an e

ffec

tive

Po

wer

Poin

t P

rese

nta

tion

--

02

CO

1

2

2.1

F

ace

a m

ock

in

terv

iew

usi

ng

ap

pro

pri

ate

com

munic

atio

n s

kil

ls

Inte

rvie

w T

ech

niq

ues

2a.

P

rep

arat

ion s

tag

e: P

rep

ari

ng f

or

an i

nte

rvie

w,

pre

-inte

rvie

w r

esea

rch.

2b.

Fac

tors

aff

ecti

ng p

erfo

rman

ce d

uri

ng t

he

inte

rvie

w:

stre

ss,

self

-aw

aren

ess,

pre

sen

ce o

f m

ind.

2c.

P

ost

-inte

rvie

w f

oll

ow

-up

--

02

CO

2

3

3.1

D

raft

fo

rmal

b

usi

nes

s

lett

ers

in g

iven

sit

uat

ions

Bu

sin

ess

Corr

esp

on

den

ce-P

art

-I

3a.

L

ette

r o

f E

nq

uir

y

3b.

Let

ter

of

Ord

er

3c.

L

ette

r o

f C

om

pla

int

--

04

CO

3

4

4.1

Dra

ft

form

al

lett

ers

rela

ted t

o e

mplo

ym

ent

in

giv

en s

ituat

ions.

Bu

sin

ess

Corr

esp

on

den

ce-P

art

II

4a.

L

ette

r o

f Jo

b A

ppli

cati

on

4b.

Let

ter

of

Res

ignat

ion

4c.

Jo

inin

g l

ette

r

4d

. L

eave

appli

cati

on

--

04

CO

3

5

5.1

D

raft

n

oti

ce,

mem

o,

circ

ula

r in

giv

en

situ

atio

ns

Off

ice

Dra

ftin

g

5a.

N

oti

ce

5b.

Cir

cula

r

5c.

M

emo

5d

. E

mai

l w

riti

ng

--

02

CO

4

6

6.1

Dra

ft V

isit

, ac

cid

ent,

and

pro

gre

ss r

eport

in g

iven

situ

atio

ns

Rep

ort

Wri

tin

g

6a.

V

isit

rep

ort

6b.

Acc

iden

t re

po

rt

6c.

P

rogre

ss r

eport

--

02

CO

5



Page 48



S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Face a mock Interview. 02 04 CO2

2 Talk about different jobs and types of work 01 02 CO1

3 Talk about your hobbies and enquire about those of other

people. 01 02 CO1

4 Enquire about people’s programmes, plans and booking

facilities 01 02 CO1

5 Draft a letter of Job Application with resume 04 02 CO3

6 Draft a request letter for everyday institute activities 03 02 CO3

7 Draft a Circular/ Notice on a given situation 05 02 CO4

8 Email a Visit Report/ Accident Report to given email

addresses. 06 02 CO5

9 Preparation of PPT /report on micro-project 01 04 CO1

10 Presentations on micro-project using ICT 01 04 CO1

-- Total -- 26 --

S.

No. Student activity

Topic

No.

Hours

Allotted

Mapped

CO

1 Summarize the contents of a famous book/books.

[fiction/nonfiction] 01 02 CO1

2 Write a report on various formal events in your college. 06 01 CO5

3 Identify a good business leader, study his presentations and

prepare a report on it. 01 01 CO1

-- Total -- 04 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


1 Know the Do’s and Don’ts of a good interview and exhibit positive body language during

the interview session.

2 Work in a group of four students and enquire about the jobs and nature of work of your

parents and other family members

3 Work in a group of four students and enquire about one another’s hobbies.

4 Work in a group of four students and enquire about the plans and programmes of your

group members for short and long vacations.

5 Write a job application letter along with your resume

6 Draft a request letter for everyday institute activities

7 Write a circular/notice on the given situation

8 Work in a group of four students, email a given report to the given email address.

9 Compile the information that you have collected for your micro project and prepare report

and PPT based on the contents.

10 Present your contents using ICT and display positive body language.



Page 49


ACTIVITIES


Category 4 3 2 1

Structure Very Well Structured

Well Constructed Structured But Missing Links

Unstructured

Understanding Of

The Subject Matter

Complete

Understanding

Substantial

understanding

Some

Understanding

Limited

Understanding

Grammatical /

Spelling Errors Least Errors

90 % Free Of

Errors 75 % Free Of Errors 50 % Free Of Errors

Graphics /

Presentation

Neat, Accurate

And Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate And

Not Neat

Timely Completion


Overall



Category 4 3 2 1

Structure And

Presentation

Very Well

Structured Well Constructed

Structured But


Quantity Of

Information

All Subtopics

Covered In Detail

All Subtopics Are

Mostly Covered


Covered In Detail


Covered

Quality Of

Information

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevent

Information

Sources Clear

Documentation

Clear

Documentation

With Some

Missing Links

Part Documentation

With Missing Links

Documentation

With Number Of

Missing Links

Graphics /

Presentation

Neat ,Accurate

And Enhance

Understanding

Neat And

Accurate

Some Illustrations

Are Misleading And

Redundant

Least Accurate

And Not Neat

Group Activity

Maximum

Coordination And Effort

Fair Coordination And Effort

Lack Coordination And Effort

Least Participation

Timely Completion


Overall


Rubrics for Oral

Category 4 3 2 1

Delivery

Relaxed, Self

confident, show

natural body

Demonstrate quick

recovery from minor

mistake

Self conscious and

monotone voice Poorly performed



Page 50

Category 4 3 2 1

movement

Understanding Clear complete and

concise

Mostly clear and little

concise Unclear

Incompletes and

not concise

Vocabulary

Wide range of

vocabulary and there

is no repetition.

Quite Wide range of

vocabulary and there is

not lot of repetition

Some new

vocabulary and few

new expression

Student tends to

repeat words all

the time.

Presentation Orderly and

effectively

Orderly and little

effectively orderly Not orderly

Body

Language

Keep eye contact and

no nervous

expressions


few nervous

expressions

Do not keep eye

contact and few

nerves expressions

Do not Keep eye

contact and total

nervous

expressions



1 Computers with Linguaphone Language Lab software


• BOOKS

S.


1 Communication Skills MSBTE MSBTE, Mumbai

2 Effective Communication

Skills M Ashraf Rizvi Tata McGraw-Hill

3 Communication Skills Sanjay Kumar and Pushp

Lata Oxford University Press

4 Personality Development and

Soft Skills Barun K. Mitra Oxford University Press

5 Kumar’s Group Discussions

and Interviews

Dr. B. R. Kishore , D. S.

Paul

Vee Kumar Publications Private

Limited,New Delhi-110008.

6 PowerPoint Presentations that

Sell Adam B. Cooper McGraw Hill Professionals.

7 Business Communication R. C. Bhatia Ane Books India,New Delhi.

8 Developing Communication

Skills

Krishna Mohan, Meera

Banerji

Macmillan India Ltd., New

Delhi.



1 Linguaphone language laboratory

software Lotus Learning Ltd Commercial



Page 51

• WEBSITES

S. No. Address

1 British council – LearnEnglish website – http://learnenglish.britishcouncil.org/en/

2 British council – Learn English website – fun and games –

http://learnenglish.britishcouncil.org/en/study-break

3 British council – LearnEnglish website – business and work –

http://learnenglish.britishcouncil.org/en/business-and-work

4 http://www.talkenglish.com

5 www.wordsworthelt.com

6 www.notesdesk.com

7 http://totalcommunicator.com/

8 www.speaking-tips.com

9 www.skillstudio.co.uk

10 www.mindtools.com

11 www.storynory.com



1 Prof. R. B. Dhonukshe 9822721472 [email protected]

2 Mrs. R. A. Deshmukh 9373777209 [email protected]

COURSE NAME Office Automation & CAD COURSE CODE R18CE1101


Page 52



Course Name Office Automation Course code R18CE1101 (Part 1/2)



Teaching scheme

Evaluation scheme

Direct assessment- Weightage 80%



Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

1 2

- - - 05 20 - 25 @25 - 50

Indirect assessment- Weightage-20%

End semester students feedback End of the Program survey


1. RATIONALE

Office automation tools like word processing applications, spreadsheets and

presentation tools along with internet communication have become necessity in performing

activities related to engineering and business field. Developing skills and competency in these

areas will assist students to accomplish the job with better efficiency. Similarly awareness

related to cyber ethics, cyber safety and security will help students to work safely in the ever

advancing digital environment.


Use of computers in documentation, data analysis, presentation and safe internet based

communication.



a. Prepare document and report adhering to specified formatting standards using software.

b. Use of spreadsheet in solving simple engineering problems.

c. Analyze the data and graphically represent in spreadsheet software.

d. Prepare a professional presentation on specific topic with inclusion of charts, tables and

multimedia.

e. Understand and apply knowledge of cyber security, safety and ethics in the digital

environment

CO

UR

SE

NA

ME

O

ffic

e A

uto

ma

tio

n &

CA

D

CO

UR

SE

CO

DE

R

18

CE

110

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

53

4.

CO

–P

O M

AT

RIX

P

O 1

Bas

ic a

nd

Dis

cipli

ne

speci

fic

kno

wle

dg

e

PO

2

Pro

ble

m

anal

ysi

s

PO

3

Desi

gn

/

dev

elop

ment

of

solu

tions

PO

4

En

gin

eeri

ng T

ools

,

Ex

peri

men

tati

on a

nd

Tes

ting

PO

5

En

gin

eeri

ng p

ract

ices

for

socie

ty, su

stain

abil

ity a

nd

envir

on

men

t

PO

6

Pro

ject

Man

agem

ent

PO

7

Lif

e-lo

ng

lear

nin

g

PS

O 1

Co

nst

ruct

ion

pla

nnin

g a

nd

det

aili

ng

PS

O 2

Con

stru

ctio

n e

xec

uti

on,

super

vis

ion

and

mai

nte

nan

ce

CO

1

3

1

CO

2

2

3

1

CO

3

3

1

CO

4

3

1

CO

5

1

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SR

E M

AP

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

ST

UD

EN

T

AC

TIV

ITY

PR

AC

TIC

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

O

ffic

e A

uto

ma

tion

& C

AD

C

OU

RSE

CO

DE

R

18

CE

110

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

54

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1a.

Nav

igat

e th

rough a

docu

men

t.

1b

. Sel

ect

text,

und

o a

nd r

edo.

1c.

Adju

st p

age

mar

gin

s. C

han

ge

page

ori

enta

tio

n,

Cre

ate

hea

der

s an

d f

oote

rs,

1d.

Set

an

d c

han

ge

ind

enta

tions,

1e.

Inse

rt a

pic

ture

fro

m a

fil

e, R

esiz

e an

d r

eposi

tion a

p

ictu

re,

1f.

Inse

rt a

tab

le,

con

ver

t a

tab

le t

o t

ext.

CR

EA

TIN

G W

OR

D D

OC

UM

EN

T

1.1

Cre

ati

ng a

docu

men

t, E

dit

ing

an

d f

orm

att

ing

a D

ocu

men

t N

avig

ate

thro

ug

h a

do

cum

ent,

S

croll

th

rou

gh te

xt,

In

sert

an

d

del

ete

text

in a

docu

men

t, S

elec

t te

xt

Un

do an

d re

do co

mm

an

ds,

U

se dra

g an

d d

rop to

m

ov

e te

xt,

Cop

y,

cut

and p

aste

, U

se t

he

clip

bo

ard,

Form

at a

nd a

lign t

ext,

L

ine

and p

aragra

ph sp

acin

g ,A

dd b

ull

eted

and nu

mber

ed l

ists

,

Ad

d b

ord

ers

and s

hadin

g

1.2

L

ay

ou

t of

a

docu

men

t,

pro

ofi

ng

to

ols

a

nd

in

sert

ing

elem

ents

.

Do

cum

ent

vie

ws,

S

pel

l an

d

gra

mm

ar

chec

k,

Short

cut

Men

us,

Fin

d a

nd r

epla

ce t

ext,

Use

th

e R

esea

rch T

ask p

an

e, A

dju

st p

age

mar

gin

s. C

han

ge

pag

e ori

enta

tion,

Cre

ate

hea

der

s an

d f

oote

rs,

Set

and

chang

e in

den

tati

ons,

In

sert

an

d

clea

r ta

bs.

In

sert

an

d

del

ete

a pag

e b

reak

, In

sert

p

age

nu

mb

ers,

In

sert

th

e dat

e an

d

tim

e, I

nse

rt s

pec

ial

chara

cter

s (s

ym

bols

), I

nse

rt a

pic

ture

fro

m a

file

,

Res

ize

and r

eposi

tio

n a

pic

ture

,

1.3

W

ork

ing

wit

h

Tab

les,

C

olu

mn

ed

Lay

ou

ts

&

Sec

tion

Bre

ak

s In

sert

a t

able

, C

on

ver

t a

tab

le t

o t

ext,

Nav

igat

e and s

elec

t te

xt

in a

tab

le,

Res

ize

par

ts o

f a

tab

le,

Ali

gn t

ext

in a

tab

le,

Form

at a

tab

le,

Inse

rt a

nd d

elet

e co

lum

ns

and r

ow

s, B

ord

ers

and s

hadin

g,

Rep

eat

tab

le h

eadin

gs

on s

ubse

qu

ent

pag

es,

Mer

ge

table

cel

ls,

Sec

tion

bre

aks.

5

3

CO

1

2

2a.

Form

at a

nd p

roof

read W

ork

books.

2b

. U

nd

erst

and d

iffe

rent

typ

es o

f fu

nct

ions,

and u

sin

g

CR

EA

TIN

G S

PR

EA

DS

HE

ET

SO

LU

TIO

N

2.1

Fu

nd

am

enta

ls o

f sp

rea

dsh

eet

10

7

CO

2.

CO

3

CO

UR

SE

NA

ME

O

ffic

e A

uto

ma

tion

& C

AD

C

OU

RSE

CO

DE

R

18

CE

110

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

55

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

them

to c

reat

e a

solu

tion

2c.

Cre

ate

adv

ance

d l

evel

sp

readsh

eet

solu

tio

n.

Sel

ecti

ng

Cel

ls,

Auto

S

um

an

d

Auto

F

ill

Funct

ion,

Cel

l

Ref

eren

cin

g a

nd R

eques

t, F

orm

atti

ng C

ells

, F

orm

atti

ng

Nu

mb

ers,

Pla

cing

Cel

l A

lig

nm

ent,

C

ell,

R

ow

s an

d

Colu

mn

s,

Edit

ing,

Cop

yin

g

and

Mo

vin

g

Cel

ls,

Pag

e L

ayou

ts

in

Exce

l,

Pro

ofi

ng

Work

bo

oks.

2.2

Work

ing w

ith

sp

read

shee

t to

cre

ate

solu

tion

s D

efin

ing N

am

es i

n E

xce

l S

ort

ing D

ata,

Un

der

stand C

har

ts,

Char

t

Des

ign O

pti

ons

an

d T

ools

, C

har

t F

orm

at T

ools

, C

om

bo C

har

ts,

Fun

ctio

ns

wit

hin

E

xce

l,

Un

der

stan

din

g

dif

fere

nt

typ

es

of

funct

ions,

Con

dit

ional

Form

atti

ng.

2.3

Cre

ati

ng a

dvan

ced

lev

el s

pre

ad

shee

t so

luti

on

s U

sing

Tex

t to

C

olu

mns,

th

e P

aste

S

pec

ial

Fun

ctio

n,

Dat

a

Val

idat

ion

, S

ubto

tals

an

d

Gro

up

ing,

C

onso

lidat

ing

Dat

a,

Sce

nar

io

An

alys

is,

Dat

a T

able

s in

S

cenar

io

Anal

ysi

s, W

hat

-if

Anal

ysis

, F

orm

ula

A

udit

ing and E

rror

Tra

cin

g,

Un

der

stan

din

g

Piv

ot

Tab

les,

Pro

tect

ing a

nd S

har

ing W

ork

shee

ts,

Un

der

stan

din

g

to M

acro

s, U

sing C

ust

om

Lis

ts,

Tra

ckin

g C

han

ges

in E

xce

l.

3

3 a

. D

evel

op

a p

ow

er p

oin

t p

rese

nta

tio

n

3 b

. E

dit

a p

rese

nta

tion

3 c

. P

rep

are

to D

eliv

er Y

our

Pre

senta

tion.

CR

EA

TIN

G P

RE

SE

NT

AT

ION

3.1

Dev

elop

ing a

Pow

erP

oin

t P

rese

nta

tion

. S

elec

t a

Pre

senta

tion T

yp

e, V

iew

an

d N

avig

ate

a P

rese

nta

tion,

Edit

Tex

t, F

orm

at C

hara

cter

s, I

nse

rt I

mag

es,

Inse

rt S

hap

es.

3.2

A

dd

ing

an

d

mod

ify

ing

Ob

ject

s in

Y

ou

r P

rese

nta

tion

E

dit

Ob

ject

s, F

orm

at O

bje

cts,

Gro

up

Obje

cts,

Arr

ang

e O

bje

cts,

Anim

ate

Obje

cts,

Cre

ate

a T

able

, F

orm

at a

Tab

le,

Inse

rt a

Tab

le

fro

m

Oth

er

App

lica

tio

ns,

A

ddin

g

Chart

s to

p

rese

nta

tion.

Pre

pari

ng

to

Del

iver

Y

our

Pre

senta

tio

n.

Rev

iew

P

rese

nta

tion,

Ap

ply

Tra

nsi

tions,

Pri

nt

Your

Pre

senta

tio

n.

05

03

C

O4

4

4a.

Dem

onst

rate

an u

nder

stan

din

g o

f cu

rren

t et

hic

al a

nd

legal

st

andar

ds,

th

e ri

ghts

an

d

rest

rict

ions

that

gov

ern t

echn

olo

gy.

4b

Pra

ctic

e sa

fe

stra

tegie

s to

pro

tect

th

emse

lves

usi

ng

CY

BE

R-E

TH

ICS

, C

YB

ER

-SA

FE

TY

AN

D C

YB

ER

-

SE

CU

RIT

Y

4.1

Cyb

er-E

thic

s R

ecog

niz

e and

pra

ctic

e re

spo

nsi

ble

an

d ap

pro

pri

ate

use

w

hil

e

05

03

C

O5

CO

UR

SE

NA

ME

O

ffic

e A

uto

ma

tion

& C

AD

C

OU

RSE

CO

DE

R

18

CE

110

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

56

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

inte

rnet

.

4c.

Und

erst

and

and

foll

ow

acc

epta

ble

p

oli

ces

(coll

ege,

hom

e and c

om

mun

ity),

4d.

Und

erst

and t

he

per

son

al a

nd s

oci

etal

co

nse

qu

ence

s o

f

inap

pro

pri

ate

use

.

acc

essi

ng,

usi

ng,

coll

abora

ting,

and

crea

ting

tech

nolo

gy,

tech

nolo

gy

syst

ems,

dig

ital

m

edia

an

d i

nfo

rmat

ion te

chnolo

gy.

Stu

den

ts

dem

on

stra

te

an

und

erst

andin

g

of

curr

ent

ethic

al

and

legal

sta

ndar

ds,

th

e ri

ghts

and r

estr

icti

ons

that

gover

n t

ech

nolo

gy,

tech

nolo

gy

syst

ems,

dig

ital

med

ia a

nd i

nfo

rmat

ion t

ech

nolo

gy.

4.2

Cyb

er-S

afe

ty

Pra

ctic

e sa

fe

stra

tegie

s to

p

rote

ct

them

selv

es

and

pro

mote

posi

tive

ph

ysi

cal

and

psy

cholo

gic

al

wel

l-b

eing

wh

en

usi

ng

tech

nolo

gy,

te

chn

olo

gy s

yst

ems,

dig

ital

m

edia

an

d i

nfo

rmat

ion

tech

nolo

gy

incl

udin

g t

he

Inte

rnet

.

4.3

Cyb

er-S

ecu

rity

S

tud

ents

pra

ctic

e se

cure

str

ateg

ies

that

ass

ure

per

sonal

pro

tect

ion

and

hel

p

def

end

net

wo

rk se

curi

ty

and

Und

erst

and

and

foll

ow

acc

epta

ble

poli

ces

(coll

ege,

h

om

e an

d

com

mu

nit

y),

and

und

erst

and

the

per

sonal

and

soci

etal

co

nse

qu

ence

s of

inap

pro

pri

ate

use

.



Page 57



S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

1. Creating a document, Editing and formatting a Document 1 2 CO1

2. Creating a report using given standards, proofing tools. 2 4 CO1

3. Creating a technical paper adhering to given standards. 3 4 CO1

4. Creating a Spread sheet assignment using standard

formatting tools 3 2 CO2

5. Creating a Spread sheet assignment using built-in

functions. 3 4 CO2

6. Creating a Spread sheet assignment using built-in functions

and graphs. 3 4 CO3

7. Creating advanced level spreadsheet solutions 4 4 CO3

8. Creating a PowerPoint Presentation based on the given

topic. 5 2 CO4

-- Total -- 26 --

S.

No. Student activity(any two)

Topic

No.

Hours

Allotted

Mapped

CO

1. Group discussion on how to cultivate and manage digital

identity and reputation and awareness of the permanence of

their actions in the digital world.

4 2 CO 5

2. Student demonstration on how to engage in positive, safe,

legal and ethical behavior when using technology, including

social interactions online or when using networked devices.

4 2 CO 5

3. Student demonstration of understanding and respect for the

rights and obligations of using and sharing intellectual

property.

4 2 CO 5

4. Student presentation on how to maintain their personal data

to maintain digital privacy, security and awareness of data-

collection technology used to track their navigation online.

4 2 CO 5

-- Total -- 4 --

S.

No. Practical

Topi

c No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES

Topic

No. Topic Title Mapped CO %




1 Word processing

Assignments

CO1, 20% -- -- 5 5

2 Excel spreadsheet

solutions assignments

CO2, 30%

CO3, 20% -- -- 10 10

3 Power point presentation CO4, 20% -- -- 5 5



Page 58

Topic

No. Topic Title Mapped CO %




4 Student activity CO5, 10% -- -- 5 5

Total 100 -- -- 25 25


CATEGORY 4 3 2 1

Structure Very Well Structured Well Constructed Structured But


Understanding of Tool Complete Understanding Substantial

Understanding Some

Understanding Limited

Understanding

Errors Least Errors 90 % Free Of

Errors

75 % Free Of

Errors

50 % Free Of

Errors

Presentation Neat ,Accurate And

Enhanced Understanding

Neat And

Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat

Timely Completion Of Sub Activities

Maximum Moderate Satisfactory Least

Self Learning Maximum Moderate Satisfactory Least

Rubrics for Student Activity

CATEGORY 4 3 2 1

Structure And Presentation

Very Well Structured


Unstructured

Quantity of

Information

All Subtopics

Covered

All Subtopics Are

Mostly Covered

Some Of The

Subtopics Are Not

Covered In Detail

Some Of The

Subtopics Are

Not Covered

Quality of

Information

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevant

Information

Sources Clear

Documentation

Clear Documentation

With Some Missing

Links

Part Documentation

With Missing

Links

Documentation

With Number Of

Missing Links

Graphics

Neat ,Accurate

And Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat


Coordination And

Effort

Fair Coordination

And Effort

Lack of Coordination and

Efforts

Least

Participation

Timely Completion

of Activity Maximum Moderate Satisfactory Least

Overall




1 Desktop computers, All

2 L.C.D. projector All



Page 59


Topic

No. Topic Title

Mapped

CO %




I Word processing 20% -- -- 5 5

II Excel spreadsheet solutions 60% -- -- 15 15

III Power point presentation 20% -- -- 5 5

Total 100 -- -- 25 25

10. MODEL QUESTION BANK FOR PRACTICAL EXAMINATIONS

S.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 A

Using Word Processor Application, create the cover

page, index and abstract of a Project Report (use

Word Art, insert Picture Image).

2 2 CO2 A

Using Spreadsheet Application, create a worksheet

containing the pay details

(containing Basic pay, DA, HRA, Other Allowance,

Deductions- PF, PTax, Insurance, Gross and Net

salary) of the employees using formulas.

3 2 CO3 A Using spreadsheet application, forecast population

based on given census data.

4 3 CO4 A Create a power point presentation based on given

data in word document.


• BOOKS

S. No. Title of Book Author Publication

1 Microsoft Office 2010 for

Windows: Visual Quick Start

Schwartz,

Steve

Pearson Education, New Delhi India,

2012, ISBN:9788131766613

2 Microsoft Office 2010: On Demand Johnson,

Steve

Pearson Education, New Delhi, India,

2010; ISBN:9788131770641



1 MS Office Windows Commercial



Page 60

• WEBSITES

S. No. Address

1 https://support.office.com

2 http://www.iste.org/standards/for-students

3 https://www.microsoft.com/en-us/safety/default.aspx



1 Dr. S. V. Kanitkar 9921414902 [email protected]



Page 61


Diploma

Programme CIVIL

Course Name Computer Aided Drafting

(CAD) Course code R18CE1101 (Part 2/2)



Teaching scheme

Evaluation scheme

Direct assessment- Weightage - 80%

Theory outcome Practical outcome Total

TERMWORK TW PRACTICAL ORAL

Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

1 2

-- -- - 50 - 50 @25 - 75

Indirect assessment- Weightage - 20%



1. RATIONALE

Using Computer aided drafting and detailing tool has become need of time due to high quality and less

time of reproduction. To develop an ability to accurately draw, read and interpret the civil engineering

drawings as well as produce drawing in different soft or hard format, is the key competency of this

course.


Use of computer aided drafting tool to read, interpret and create Civil Engineering drawing.



a. Draw the given drawing of required dimensions.

b. Edit and modify the given drawing

c. Prepare a ready to plot drawing with annotation objects.

d. Draw 3D drawing of a Civil engineering object.

CO

UR

SE

NA

ME

O

ffic

e A

uto

ma

tio

n &

CA

D

CO

UR

SE

CO

DE

R

18

CE

11

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

62

4.

CO

–P

O M

AT

RIX

P

O 1

Ba

sic a

nd

Dis

cip

lin

e sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Des

ign

/

dev

elo

pm

ent

of

solu

tio

ns

PO

4

En

gin

eerin

g T

oo

ls,

Exp

eri

men

tati

on

an

d

Tes

tin

g

PO

5

En

gin

eeri

ng p

ract

ices

fo

r

soci

ety

, su

stain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-lo

ng

lea

rnin

g

PS

O 1

Co

nst

ruct

ion

pla

nn

ing

an

d

det

ail

ing

PS

O 2

Co

nst

ru

ctio

n e

xec

uti

on

,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

3

1

CO

2

3

1

CO

3

3

1

CO

4

3

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m,

‘1’

for

low

‘0

’ f

or

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

C

OM

PE

TE

NC

Y

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

PR

AC

TIC

AL

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

O

ffic

e A

uto

ma

tion

& C

AD

C

OU

RSE

CO

DE

R

18

CE

110

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

63

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1a.

Un

der

stan

d

co-

ord

inat

e sy

stem

s w

hil

e

dra

win

g

1b

. Use

zo

om

an

d p

an c

om

man

ds

1c.

Use

form

atti

ng c

om

man

ds

to d

raw

an o

bje

ct.

1d

. Use

dra

w c

om

mands

to g

ener

ate

figure

s o

f

spec

ific

shap

e.

INT

RO

DU

CT

ION

TO

CO

MP

UT

ER

AID

ED

DR

AF

TIN

G

1.1

C

o-o

rdin

ate

syst

em-

Car

tesi

an &

Pola

r-A

bso

lute

, R

elati

ve

mo

de.

CA

D

init

ial

sett

ings

com

mands

- S

nap

, gri

d,

ort

ho,

osn

ap,

lim

its,

unit

s,

filt

ers,

it

scal

e,

mb

utt

on

pan

Obje

ct

Sel

ecti

on

met

ho

ds

–

pic

kin

g,

win

do

w,

cross

ing,

fence

, la

st,

pre

vio

us

etc.

1.2

Z

oom

Co

mm

ands

– a

ll,

pre

vio

us,

out,

in,

exte

nt,

rea

l ti

me,

dyn

amic

,

win

do

w,

pan

.

1.3

F

orm

atti

ng c

om

mands

- L

aye

rs,

blo

ck,

line

typ

e, l

ine

wei

ght,

colo

r.

1.4

D

raw

Com

man

d -

Lin

e, a

rc,

circ

le,

rect

angle

, p

oly

go

n,

elli

pse

, sp

line,

blo

ck,

hat

ch E

nq

uir

y c

om

man

ds

- dis

tance

, ar

ea.

5

3

CO

1

2

2a.

Use

mo

dif

y c

om

man

ds

to a

lter

ob

ject

s.

2b

. U

se g

rip

s co

mm

ands

to e

dit

alr

ead

y dra

wn

obje

cts.

ED

IT A

ND

MO

DIF

Y C

OM

MA

ND

S

2.1

M

odif

y C

om

mand

- E

rase

, oop

s,

bre

ak,

trim

, co

py,

m

ove,

m

irro

r,

off

set,

fi

llet

, ch

am

fer,

ar

ray,

ex

tend,

rota

te,

scal

e,

len

gth

en,

stre

tch,

mea

sure

, div

ide,

explo

de,

ali

gn.

2.2

G

rips

edit

ing-

Mov

e, C

op

y, S

tret

ch.

5

7

CO

2

3

3 a

. A

ssig

n d

imen

sio

ns

to d

raw

n o

bje

cts.

3 b

. P

repar

e note

s ,s

ched

ule

s usi

ng t

ext

com

man

ds

3 c

. P

lot

a dra

win

g a

s w

ell

as p

ubli

sh.

DIM

EN

SIO

NIN

G,

TE

XT

AN

D P

LO

T C

OM

MA

ND

S

3.1

Dim

ensi

onin

g c

om

man

ds

- D

imen

sion s

tyle

s, D

imen

sional

T

ole

ran

ces

and G

eom

etri

cal

Tole

rance

s.

3.2

T

ext

com

mands

- dte

xt,

mte

xt

com

mand.

3.3

P

lott

ing a

dra

win

g -

pap

er sp

ace,

m

odel

sp

ace,

cr

eati

ng ta

ble

, plo

t

com

mands.

10

3

CO

3

4

4 a

. U

se 3

d c

om

man

ds

to d

raw

ob

ject

.

4 b

. V

iew

obje

ct i

n 3

d s

pac

e.

4 c

. R

end

er o

bje

ct d

raw

n i

n 3

d.

IS

OM

ET

RIC

DR

AW

ING

S

4.1

3D

Edit

Com

man

ds

-Pli

ne,

3D

poly

, p

edit

, jo

in s

pli

ned

it

com

man

ds.

4.2

Vie

w C

om

mands

- V

iew

port

s, U

CS

, W

CS

co

mm

ands

4.3

S

had

e an

d

Enq

uir

y co

mm

ands

–

mas

s p

rop

erty

, S

had

e an

d re

nder

co

mm

and.

5

3

CO

4



Page 64



S.

No. Practical

Topi

c No.

Hours

Allotted

Mapped

CO

1 Identify the components of CAD screen and apply the

processes of Initial setting using format menu. Part I 1

02

CO1

2 Identify the components of CAD software 1 02 CO1

3 Calculate -Cartesian coordinates (relative and absolute)

Polar coordinates of given shapes. 1 02 CO1

4 Draw the given figures according to Cartesian coordinate

system. 1 02 CO1

5 Draw the given figures according to Polar coordinate

system. 1 02 CO1

6 Use “ Draw and modify command” to draw the given

simple plan 2 02 CO2

7 Draw typical floor plan of a given framed residential

building in different layers. 1-3 04

CO1, CO2,

CO3

8 Develop plan of a given framed residential building with

labels, schedule of openings, scale, north direction. 1-3 02

CO1, CO2,

CO3

9

Draw typical floor plan of a given framed residential

building in different layers along with elevation, section

and title block.

1-3 04

CO1, CO2,

CO3

10 Publish drawing prepared in previous practical work. 1-3 02 CO1, CO2,

CO3

11 Draw isometric drawing of simple objects 4 02 CO4

12 Draw a given 3-D object. 4 04 CO4

-- Total -- 30 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Understanding Of Tool Complete

Understanding

Substantial

Understanding

Some

Understanding

Limited

Understanding

Errors Least Errors 90 % Free of Errors 75 % Free of Errors 50 % Free of Errors

Speed Fast Moderate Slow Least

Timely Completion of

Sub Activities Maximum Moderate Satisfactory Least




Page 65



1 Desktop Computers, All

2 L.C.D. projector All


Topic

No. Topic Title

Mapped CO

% OR

Emphasis




1 Introduction to Computer

Aided Drafting CO1, 25% -- -- 5 5

2 Edit and Modify Commands CO2 25% -- -- 5 5

3 Dimensioning, Text and Plot

Commands CO3, 25% -- -- 10 10

4 Isometric Drawings CO4, 25% -- -- 5 5

Total 100% -- -- 25 25


S.

No Unit

Mapped

co

Cognitive level

R/U/A Question

1 1

CO1

CO2,

CO3

A

Draw plan as per details shown in the sketch.

Create layered Plan with layers as wall, doors,

windows, dimensions, text, hatch.

Create blocks of windows.

2 4 C04 A Draw a 3d view of an object given.


• BOOKS


1.

Introduction to Auto CAD

2012 for Civil Engineering

Applications

Nighat Yasmin, SDC Publication, 2011978-1-

58503-642-4

2

AutoCAD 2016: A

Problem-Solving Approach,

Basic and Intermediate

Shyam Tickoo,

CADCIM Technologies, 22nd

Edition , August 2015 10:

1942689004 ,13: 978-

1942689003

3. Auto CAD 2010 Instructor Leach, James

Tata Mc Graw Hill, 2007

ISBN:0073375411,

ISBN:9780073375410

4 Auto CAD and its

Applications-Basics 2010

Shumaker, Terence M.;

Madsen, David A.;

Madsen, David P.

Good Heart – Willcox

Publishers, 17th

Edition, 2010,

ISBN: 10:1590707605,

ISBN: 13:9781590707609



Page 66



1 Autodesk Autocad software Autodesk Student version

• WEBSITES

S. No. ADDRESS

1 http://www.autodesk.com/education/freesoftware/autocad



1 Dr.S. V. Kanitkar 9921414902 [email protected]

COURSE NAME Engineering Graphics COURSE CODE R18ME1203

`


Page 67



Course Name Engineering Graphic Skills Course code R18ME1203



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

1 4

- - 50 - - - 50 @50 - 100




1. RATIONALE

Drawing which is known as the language of engineers is widely used means of communication among

the designers, engineers, technicians & craftsmen in an industry. The translation of ideas into practice

without the use of this graphic language is really beyond imagination. Thus for the effective &

efficient communication among all those involved in an industrial system, it becomes necessary for a

diploma engineer to acquire the appropriate skills in the use of graphic language. This preliminary

course aims at building a foundation for the further courses in drawing and other allied subjects.


Prepare engineering drawings manually using prevailing drawing instruments.

3. COURSE UTCOMES (COs)


1. Use of various drawing instruments.

2. Redraw the given figures using geometrical construction.

3. Draw engineering curves with different methods.3

4. Draw orthographic and sectional views of the given object.

5. Construct an isometric view from the given views.

CO

UR

SE

NA

ME

E

ng

inee

rin

g G

rap

hic

s C

OU

RS

E C

OD

E

R1

8M

E1

20

3

`

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

68

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e

En

gin

eeri

ng

Gra

ph

ics

R1

8M

E2

10

3

PO

1

Basi

c

kn

ow

led

ge

PO

2

Dis

cip

lin

e

kn

ow

led

ge

PO

3

Exp

eri

men

ts

an

d p

racti

ce

PO

4

En

gin

eerin

g

To

ols

PO

5

Th

e e

ng

ineer

an

d s

ocie

ty

PO

6

En

vir

on

men

t

an

d s

ust

ain

ab

ilit

y

PO

7

Eth

ics

PS

O 1

Co

nst

ruc

tio

n p

lan

nin

g

an

d d

eta

ilin

g

PS

O 2

Co

nst

ructi

on

ex

ecu

tio

n,

su

perv

isio

n a

nd

main

ten

an

ce

CO

1

1

2

1

3

1

CO

2

1

1

1

1

CO

3

1

1

1

1

CO

4

1

2

2

1

3

2

CO

5

1

3

2

1

3

2

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

PR

AC

TIC

AL

CO

UR

SE

NA

ME

E

ng

inee

rin

g G

rap

hic

s C

OU

RSE

CO

DE

R

18

ME

12

03

`

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

69

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.

Exp

lain

ele

men

ts o

f en

gin

eeri

ng g

rap

hic

s.

2.

Dra

w v

ario

us

typ

es o

f geo

met

rica

l co

nst

ruct

ions

in

Engin

eeri

ng G

rap

hic

s.

3.

Dra

w

var

ious

typ

es

of

tang

ent

exer

cise

s in

Engin

eeri

ng G

rap

hic

s.

4.

Red

raw

fig

ure

s b

y u

sin

g g

eom

etri

cal

const

ruct

ion

s

& t

ang

ent

exer

cise

.

1.1

Use

of

inst

rum

ents

, ty

pes

of

lines

, ty

pes

of

lett

erin

gs,

full

,

enla

rgin

g a

nd r

educi

ng s

cale

s, d

imen

sio

nin

g t

ech

niq

ue.

1.2

Geo

met

rica

l con

stru

ctio

ns:

- T

o c

onst

ruct

a r

egula

r p

oly

go

n

of

giv

en s

ide.

- T

o c

onst

ruct

a r

egula

r p

oly

go

n i

n a

giv

en c

ircl

e.

- T

o i

nsc

rib

e a

circ

le i

n a

giv

en p

oly

gon.

- T

o c

ircu

msc

rib

e a

circ

le a

rou

nd a

giv

en p

oly

gon

.

- T

o d

raw

cir

cles

tou

chin

g e

ach

oth

er a

nd s

ides

of

a

giv

en

poly

gon

inte

rnal

ly &

exte

rnal

ly

1.3

Tan

gen

t ex

erci

ses

:-

- T

o b

isec

t a

giv

en s

trai

ght

lin

e/ a

rc /

an

gle

.

- T

o d

ivid

e a

giv

en s

trai

ght

lin

e in

to g

iven

nu

mb

er o

f

eq

ual

par

ts.

- T

o d

raw

a n

orm

al t

o a

giv

en s

trai

ght

line/

arc

fro

m a

giv

en p

oin

t

wit

hin

or

outs

ide

it.

-To

dra

w

a st

raig

ht

line

par

alle

l to

a

giv

en

stra

igh

t li

ne

/arc

thro

ug

h p

oin

t/ a

t a

giv

en d

ista

nce

.

-To

dra

w

an

arc

touch

ing

to

two

stra

ight

lines

/

two

arcs

(inte

rnal

ly/

exte

rnal

ly)/

on

e li

ne

& o

ne

arc.

- T

o d

raw

an i

nte

rnal

/ ex

tern

al t

angen

t to

tw

o g

iven

arc

s ap

art

fro

m e

ach o

ther

.

1.4

R

edra

w fi

gu

res:

- T

o r

edra

w t

he

giv

en fi

gure

s (u

sing t

he

kno

wle

dg

e o

f G

eom

etri

cal

const

ruct

ions

& t

ang

ent

exer

cise

s).

12

02

C

O1,

CO

2

CO

UR

SE

NA

ME

E

ng

inee

rin

g G

rap

hic

s C

OU

RSE

CO

DE

R

18

ME

12

03

`

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

70

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

2

1.

Dra

w C

onic

cu

rves

, &

kno

w t

hei

r ap

pli

cati

ons.

2.

Dra

w h

elix

, in

volu

tes,

Cycl

oid

sp

iral

& k

no

w t

hei

r

app

lica

tio

ns.

3.

Dra

w l

oci

of

poin

ts f

rom

giv

en d

ata.

2.1

To s

tudy t

he

const

ruct

ion o

f fo

llo

win

g c

urv

es u

sing

the

met

hod m

enti

on

ed a

gai

nst

th

em:

Ell

ipse

-D

irec

trix

fo

cus

met

hod,

arcs

of

circ

le m

etho

d &

con

centr

ic c

ircl

es m

etho

d.

Pa

rab

ola

- D

irec

trix

fo

cus

met

ho

d,

rect

angle

met

hod.

Inv

olu

tes-

of

a poly

go

n,

circ

le &

co

mb

inat

ion o

f p

oly

go

n &

circ

le.

Cy

cloid

- E

pic

ycl

oid

& h

yp

ocycl

oid

.

Hel

ix,

Sp

ira

l. U

se o

f cu

rves

in e

ngin

eeri

ng.

2.2

Loci

of

poin

ts:

- T

ypes

of

mec

hanis

ms-

Lo

ci o

f poin

ts w

ith

giv

en c

ondit

ion a

nd e

xam

ple

s re

late

d t

o i

t.

12

02

C

O3

3

1.

Dra

w O

rth

ogra

phic

Pro

ject

ions

by

firs

t &

thir

d a

ngle

2.

Dra

w

Iso

met

ric

vie

ws

fro

m

giv

en

ort

ho

gra

phic

vie

ws.

3.1

Sim

ple

exer

cise

s to

dra

w O

rth

og

rap

hic

Pro

ject

ions

by

firs

t &

thir

d a

ngle

met

ho

ds

(Woo

den

Mo

del

s to

be

use

d).

3.2

S

imple

ex

erci

ses

on

dra

win

g

isom

etri

c vie

ws

fro

m

giv

en

ort

ho

gra

phic

vie

ws.

16

03

C

O4

CO

5,

4

1.

Vis

ual

ize,

inte

rpre

t &

dra

w o

rth

ogra

phic

vie

ws

fro

m

giv

en p

icto

rial

vie

w.

4.1

C

onv

ersi

on

of

giv

en

pic

tori

al

vie

ws

into

ort

hogra

phic

pro

ject

ions

usi

ng

Fir

st

angle

an

d

thir

d

angle

m

eth

od

of

pro

ject

ions.

4.2

Dim

ensi

onin

g t

he

Vie

ws

(ob

ject

s in

clu

din

g c

urv

es,

slots

on

slopin

g p

lanes

).

12

03

C

O4

5

1.

Vis

ual

ize,

in

terp

ret

&

dra

w

sect

ional

vie

ws

fro

m

giv

en p

icto

rial

vie

w.

5.1

Conv

ersi

on o

f giv

en p

icto

rial

vie

ws

into

sec

tion

al (

full

sect

ional

) ort

ho

gra

phic

pro

ject

ions

usi

ng f

irst

angle

& t

hir

d a

ngle

met

hod o

f p

roje

ctio

ns.

Dim

ensi

onin

g t

he

vie

ws.

16

03

C

O4

6

1.

Dif

fere

nti

ate

nat

ura

l sc

ale

and i

som

etri

c sc

ale.

2.V

isual

ize,

in

terp

ret

&

dra

w

iso

met

ric

vie

w

and

iso

met

ric

pro

ject

ion.

6.1

C

on

stru

ctio

n &

use

of

isom

etri

c sc

ale.

Con

ver

sio

n o

f giv

en

ort

ho

gra

phic

vie

ws

into

is

om

etri

c p

roje

ctio

ns/

vie

ws

(obje

cts

incl

udin

g c

urv

es,

slots

on s

lopin

g p

lanes

).

12

03

C

O5


`


Page 71



S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

1 Geometrical construction, tangent exercises & redraw figure. 1 8 CO1,

CO2

2 Engineering curves. 2 8 CO3

3 Introduction to orthographic projection & isometric views 3 12 CO4

4 Orthographic projection 4 12 CO4

5 Sectional views 5 10 CO4

6 Isometric Projection and Views 6 10 CO5

-- Total -- 60 --

S. No. Practical Topic No.

Hours Allotted

Mapped CO

-- Practical –assignments-student activities submission - 4 -

-- Total - 64 -


ACTIVITIES

Rubrics for Practical:

Category 4 3 2 1

Understanding of

Drawing & Tools

Complete

Understanding

Substantial

Understanding

Some

Understanding Limited Understanding


Errors

75 % Free Of

Errors 50 % Free Of Errors







1 Mini drafter All

2 Solid models 3,4


`


Page 72


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




1 Geometrical construction,

tangent exercises & redraw

figure.

CO1,

CO2 4 6 2 12

2 Engineering curves. CO3 4 4 4 12

3 Introduction to orthographic

projection & isometric views. CO4 2 12 2 16

4 Orthographic projection CO4 2 10 0 12

5 Sectional views CO4 4 8 4 16

6 Isometric Projection and Views CO5 2 6 4 12

Total -- 18 46 16 80


• BOOKS

S.


1 Engineering Drawing N.D. Bhatt Charotar Publication, Anand.

2 Engineering Drawing Mali and Chaudhary Vrinda Publications,Jalgaon.

3 Engineering Drawing Kamat & Rao Jeevandeep Publicatons, Mumbai

4 Geometrical Engineering

Drawing N.Y. Prabhu

Pune Vidyarthi Griha, Publications,

Pune.

5 Engineering Drawing Ozarkar & Utturkar Maharashtra Publishing House

6 Engineering Drawing K. Venugopal New Age International Ltd., Delhi.

7 Code of practice for general

engineering drawing SP 46-1988

Bureau of Indian Standards.(BIS)



1 U. N. Kamble 9422543715 [email protected]

2 R. Y. Bonde 9404730050 [email protected]

COURSE NAME Engineering Mechanics COURSE CODE R18AM2101


Page 73



Course Name Engineering Mechanics Course code R18AM2101

Course Category Allied Credits 5


Teaching scheme

Evaluation scheme

Direct assessment- Weightage -80%



Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 2

80 20 20 -- 05 -- 25 -- -- 125




1. RATIONALE

This is Allied subject which will enable the students to understand the fundamentals of mechanics.

The main purpose is to help the students to develop the logical, orderly processes of thinking that

characterize an engineer. The relations between a force and its components, Newton’s laws of motion

applied to a wide variety of practical situations in the field of civil and mechanical engineering.


Use laws and principles of applied mechanics to solve engineering problems.



1. Identify the force systems for the given conditions by applying the basics of mechanics.

2. Apply the conditions of equilibrium to check the stability of various force system and to

determine unknown forces of different engineering systems.

3. Apply the principles of friction for various conditions.

4. Locate the centroid of various components.

5. Calculate moment of inertia of various components.

6. Understand the basic concepts of kinetics, work, power and energy.

7. Describe working of simple lifting machines such as screw jack, worm and worm wheel and

calculate velocity ratio and efficiency.

CO

UR

SE

NA

ME

E

ng

inee

rin

g M

ech

an

ics

CO

UR

SE

CO

DE

R

18

AM

210

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

74

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me –

En

gin

eerin

g M

ech

an

ics

Co

urse

Cod

e –

R1

8A

M2

10

1

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge:

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Exp

eri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t:

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

elo

ng

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d d

eta

ilin

g

PS

O 2

Co

nst

ru

cti

on

execu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

3

CO

2

3

CO

3

3

CO

4

3

CO

5

3

CO

6:

3

CO

7

3

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

ASS

IGN

EN

TS

TE

RM

WO

RK

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

E

ng

inee

rin

g M

ech

an

ics

CO

UR

SE

CO

DE

R

18

AM

21

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

75

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1

1a.

Expla

in c

once

pts

of

the

giv

en t

erm

s.

1b

.Exp

lain

eff

ects

of

a fo

rce

on t

he

giv

en b

od

y.

1c.

Iden

tify

th

e fo

rce

syst

em f

or

the

giv

en s

ituat

ion.

1d.R

esolv

e th

e giv

en

single

fo

rce

in

rect

ang

ula

r

com

po

nen

ts.

1e.

Cal

cula

te

the

resu

ltan

t of

giv

en

forc

e sy

stem

anal

ytic

ally

.

Com

posi

tion

an

d R

esolu

tion

of

Force

s :

1.1

Conce

pt

of

forc

e an

d i

ts u

nit

, sy

stem

of

cop

lanar

forc

es,

con

curr

ent

an

d n

on c

on

curr

ent,

lik

e an

d u

nli

ke

Par

alle

l fo

rces

.

1.2

Res

ult

ant

and e

quil

ibra

nt

of

forc

es,

com

posi

tion o

f fo

rces

:

tria

ngle

, p

aral

lelo

gra

m a

nd p

oly

go

n l

aw

of

Forc

es.

Res

olu

tio

n o

f

forc

es i

n r

ecta

ng

ula

r co

mp

on

ents

.

16

08

C

O1

2

2a.

Dra

w t

he

free

bo

dy

dia

gra

m f

or

the

giv

en c

ondit

ion.

2b

. E

xpla

in t

he

conce

pt

of

equil

ibri

um

.

2c.

Id

enti

fy

the

typ

es

of

bea

ms

requir

ed

for

the

giv

en

condit

ion.

2d.A

pp

reci

ate

Fri

ctio

n a

nd i

ts e

ngin

eeri

ng a

pp

lica

tio

n.

2e.

Det

erm

ine

forc

e fr

icti

on a

nd c

oef

fici

ent

of

fric

tion

fo

r

the

giv

en c

ondit

ion.

2f.

Det

erm

ine

un

kno

wn f

orc

e in

th

e giv

en c

on

dit

ion u

sing

Lam

i’s

theo

rem

.

Eq

uil

ibri

um

of

Forc

es:

2.1

Mo

men

t o

f a

forc

e, E

quil

ibri

um

co

ndit

ions,

Typ

es o

f

Sup

port

s, B

eam

rea

ctio

ns,

Var

ign

on’s

theo

rem

, co

nce

pt

of

coup

le.

Pri

nci

ple

of

transm

issi

bil

ity

of

a fo

rce.

2.2

Fri

ctio

n :

Fri

ctio

n a

s op

posi

ng f

orc

e, a

dvanta

ges

and

dis

advanta

ges

of

fric

tio

n,

Law

s of

fric

tio

n,

coef

fici

ent

of

fric

tio

n,

its

val

ue

for

dif

fere

nt

mat

eria

ls i

n c

onta

ct,

angle

of

fric

tio

n,

con

e o

f

fric

tion,

2.3

A b

od

y re

stin

g o

n r

ou

gh h

ori

zonta

l p

lan

e un

der

app

lied

fo

rce

of

dif

fere

nt

mag

nit

ude.

Eq

uil

ibri

um

of

a b

od

y r

esti

ng o

n r

ou

gh

incl

ined

pla

ne

when

Ap

pli

ed f

orc

e is

i)

incl

ined

to p

lane,

ii)

alo

ng

the

pla

ne

an

d i

ii)

ho

rizo

nta

l.

12

08

C

O2

CO

3

3

3a.

Det

erm

ine

the

centr

oid

of

geo

met

rica

l p

lane

figu

res.

3b

.Cal

cula

te c

entr

oid

of

the

com

posi

te p

lan

e la

min

a C

entr

e o

f G

rav

ity

:

3.1

Conce

pt

of

cente

r of

gra

vit

y a

nd c

entr

oid

.

Sta

nd

ard c

ase:

Rec

tan

gle

, ci

rcle

, se

mic

ircl

e an

d

Tri

angle

.

3.2

Det

erm

inat

ion o

f ce

ntr

oid

for

sect

ions

such

as

I,

T,

L a

nd o

ther

co

mp

ou

nd s

ecti

ons.

16

08

C

O4

CO

UR

SE

NA

ME

E

ng

inee

rin

g M

ech

an

ics

CO

UR

SE

CO

DE

R

18

AM

21

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

76

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

4

4a.

Sta

te

Par

alle

l ax

es

theo

rem

, P

erp

endic

ula

r ax

is

theo

rem

.

4b

.Def

ine

radiu

s of

gyra

tio

n.

4c.

Com

pute

mom

ent

of

iner

tia

of

dif

fere

nt

pla

ne

lam

inas

Mom

ent

of

Iner

tia

4

.1 D

efin

itio

n,

Par

alle

l axes

theo

rem

, P

erp

endic

ula

r axis

Th

eore

m,

radiu

s o

f g

yra

tion.

4.2

Mo

men

t of

Iner

tia

of

dif

fere

nt

shap

es :

rec

tan

gle

,

Tri

angle

, ci

rcle

, se

mic

ircl

e and c

om

po

un

d s

ecti

ons.

12

08

C

O5

5

5a.

Sta

te N

ewto

n’s

Law

s, I

mpuls

e, M

om

entu

m e

quat

ion.

K

inet

ics

: 5

.1 M

om

entu

m,

imp

uls

e, i

mp

uls

ive

forc

e, N

ewto

n’s

law

s o

f m

oti

on,

5.2

Dir

ect

imp

act

, D

’Ale

mb

ert’

s P

rin

cip

le,

Law

of

conse

rvat

ion

of

mom

entu

m.

12

08

C

O6

6

6a.

Def

ine

work

, p

ow

er a

nd e

ner

gy,

work

don

e b

y t

orq

ue.

6b

. C

om

pute

work

, P

ow

er a

nd E

ner

gy.

6c.

Sta

te w

ork

ener

gy p

rinci

ple

.

Work

, P

ow

er a

nd

En

ergy

:

6.1

Def

init

ions

of

work

, po

wer

an

d e

ner

gy a

nd t

hei

r u

nit

s,

gra

phic

al r

epre

senta

tio

n o

f w

ork

, w

ork

do

ne

by

a to

rque.

6.2

Def

init

ion,

form

s o

f en

erg

y –

kin

etic

an

d p

ote

nti

al,

law

of

conse

rvat

ion o

f en

erg

y, w

ork

ener

gy p

rinci

ple

.

12

08

C

O6



Page 77



S. No. Practicals (Any 11) Topic

No.

Hours

Allotted

Mapped

CO

1 To verify Lami's Theorem. 1 2 CO2

2 To verify law of parallelogram of forces. 1 2 CO1

3 To verify law of triangle. 1 2 CO1

4 To verify the law of polygon of forces. 1 2 CO1

5 To verify principle of moment. 1 2 CO2

6 To find the coefficient of friction between wood and glass

using a rough horizontal plane. 2 2 CO3

7 To find the coefficient of friction between wood and glass

using a rough inclined plane. 2 2 CO3

8 To find mechanical advantage, velocity ratio and efficiency

of worm and worm wheel. -- 2 CO7

9 To find mechanical advantage, velocity ratio and efficiency

of screw jack. -- 2 CO7

10 To find the support reactions of a simple beam. 2 2 CO2

11 To find the forces in jib and tie of a jib crane. 1 2 CO1

12 Determination of centroid of plane laminas 3 2 CO4

-- Total -- 22 --

S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1

Assignment based on basic concepts of mechanics, force

systems, composition and resolution of force, equilibrium

conditions, friction

1, 2 2

CO1

CO2

CO3

2 Assignment based on centroid and moment of inertia. 3, 4 2 CO4,

CO5

3 Assignment based on kinetics, work, power, energy. 5, 6 2 CO6

-- Total -- 6 --

S.

No. Practical

Topi

c No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --

Instructions:

1. Practical will be carried out in groups of students.

2. Each group will consist of about five students.

3. Each student from the group shall be given chance to handle the instrument, to

understand the function of different components & use of the instrument.

4. Drawing, plotting should be considered as part of practicals.

Remarks:

1. The list of practicals/tutorials/student activities given above is suggestive. One or more

such practicals/tutorials/student activities can be replaced with another or modified to

attain the expected outcomes and proficiency more effectively.



Page 78

2. The practicals/assignments/student activities should be so designed that students

acquires outcomes in all domains - cognitive, psychomotor and affective.

3. Even though mainly outcomes in psychomotor domain are listed under

practicals/assignments/student activities, it will also lead to development of outcomes

in affective domain also.

4. The affective domain outcomes (social skills & attitudes) those will be developed

through practicals/assignments/student activities includes – practice good

housekeeping, maintain instruments & tools, demonstrate working as a team member

& a leader and follow safety & et Acquisition of outcomes such as valuing, organizing

and characterizing under affective domain will take place in the student gradually over

three years of diploma program.

5. The skills associated with each of the practical/assignment/student activity are to be

assessed using the ‘Rubrics’ given under ‘Evaluation Scheme for

Practicals/Assignments/Student Activities’.

8. EVALUATION SCHEME FOR PRACTICAL /

ASSIGNMENTS/STUDENT ACTIVITIES

9. Rubrics for Practicals

Category 4 3 2 1

Experimental procedure

&

handling of the

instruments

Follows procedure as instructed and

safe & correct

handling of the

instruments

Little oversight

towards procedure,

safety & handling

of the instruments

Considerable oversight towards

procedure, safety

and handling of

the instruments

Careless about the procedure

safety & handling

of the

instruments.

Data documentation,

data analysis & results

interpretation

Correct

Documentation of

all data, Correct

calculations and

Error in result

worked out

correctly is within

the limit

Correct

documentation of

majority of data,

Minor errors in

calculations and

Error in results

worked out

correctly is not within the limit

Incorrect

documentation of

majority of data,

Major errors in

calculations and

Error in result

Worked out

incorrectly.

Incomplete &

wrong

documentation of

data, Incomplete

& wrong

calculations and

Error in result not

worked out.

Timely completion of

activity Maximum Moderate Satisfactory Least

Overall understanding Maximum Moderate Satisfactory Least

10. Rubrics for assignments

Category 4 3 2 1

Understanding of

Analytical Concepts

Complete

Understanding

Substantial

understanding Some Understanding

Limited

Understanding

Mathematical

Errors Least Errors

90 % Free Of


50 % Free Of

Errors

Graphics

Neat ,Accurate And

Enhance

Understanding

Neat And

Accurate

Some Illustrations are

Misleading and Redundant

Least Accurate

And Not Neat

Timely Completion




Page 79

Category 4 3 2 1

Overall




1 Universal force table with all accessories. 1, 2, 3, 4

2 Law of moment apparatus. 6

3 Beam reaction apparatus. 11

4

Friction apparatus along with horizontal and vertical plane adjustments. Two

weight box. One wooden box having wooden surface. One wooden box

having glass surface.

7, 8

5 Worm and worm wheel (wall mounted unit with threaded spindle, load drum,

effort wheel with necessary slotted weights, hanger and thread. 9

6 Simple screw jack(table mounted metallic body, screw with a pitch of 5mm. 10

7 Model of jib crane 4


Topic

No. Topic Title

Mapped

CO % OR

Emphasis




I Composition and

Resolution of Forces. 20 4 6 6 16

II Equilibrium of Forces,

Friction 15 2 4 6 12

III Centre of Gravity 20 4 6 6 16

IV Moment of Inertia 15 2 4 6 12

V Kinetics 15 2 4 6 12

VI Work, Power, Energy 15 2 4 6 12

Total 16 28 36 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R

Define: Mechanics, Engineering Mechanics, Statics,

dynamics, kinetics, Kinematics, force, coplanar and

non coplanar force system, concurrent and non-

concurrent force system, collinear force system,

parallel and non parallel force system, resolution of

a force, free body diagram, moment of a force,

couple, composition of forces, resultant force,

equilibrant, beam,



Page 80

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

State: characteristics of force, coplanar force

system, law of moments, law of parallelogram of

forces, triangle law of forces, polygon law of forces,

analytical conditions of equilibrium, Lami’s

theorem, different types of beams,

2 1 CO1 U

State: Effects of a force on a rigid body, the

principle of transmissibility of force, varignon’

theorem of moments, types of moments according to

direction of rotation, types of couple,

Sketch: force systems, different types of beams,

3 1 CO1 A Problems: To calculate resultant of the given force

system, unknown force by using analytical

equilibrium conditions, beam reactions.

Note: This specification table shall be treated as a general guideline for students and teachers.

The actual distribution of marks in the question paper may vary slightly from above table.


• BOOKS


1 Engineering Mechanics Beer and Johnston Tata McGraw Hill

2 Engineering Mechanics S. P. Timoshenko Schaum Outline Series

3 Fundamentals of Applied Mechanics Dadhe Jamdar and

Walavalkar Sarita Prakashan, Pune.

4 Elements of Applied Mechanics S. B. Junnarkar Charotor Book Stall, Anand.

• WEBSITES

S. No. ADDRESS

1 www.nptel.ac.in

2 www.youtube.com

3 www.discoveryforengineers.com



1 Mrs.Vaishali D. Pawar 9403758095 [email protected]

COURSE NAME Strength of Materials COURSE CODE R18AM2102


Page 81



Course Name Strength of Materials Course code R18AM2102



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

4 2

80 20 20 - 05 -- 25 - -- 125

Indirect assessment- Weightage- 20%




1. RATIONALE

This is allied subject which will enable the students to understand the fundamentals of solid

Mechanics and deals with elementary knowledge of stresses, strains, shear forces and bending

moments, it's applications in the field of civil and mechanical engineering.


a. Analyze structural components using different methods.

b. Investigate various structural properties of materials by conducting tests under different loading

conditions.



1. Understand the basic properties of materials& determine the stress, strain and their

relationship.

2. Analyze shear force diagram and bending moment diagram.

3. Determine the stresses and strains in the members subjected to shear, bending loads with

stress distribution diagram.

4. Determine the stresses in members subjected to combine direct and bending loading.

5. Determine principal stresses, principal planes, maximum shear stress and their planes as well

as stresses in thin cylindrical shells.

6. Determine the stresses and strains in the members subjected to torsional loads.

CO

UR

SE

NA

ME

S

tren

gth

of

Ma

teri

als

C

OU

RSE

CO

DE

R

18

AM

210

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

82

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me –

Str

en

gth

of

Mate

rials

Co

urs

e C

od

e –

R1

8 A

M2

102

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g p

racti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t:

PO

7

Lif

e-

lon

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

3

CO

2

3

CO

3

3

CO

4

3

CO

5

3

CO

6

3

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion.

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

S

tren

gth

of

Ma

teri

als

C

OU

RSE

CO

DE

R

18

AM

210

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

83

5.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1

1a.

Def

ine

dif

fere

nt

pro

per

ties

of

Mat

eria

l.

1b

. A

nal

yze

sim

ple

, co

mp

osi

te /

com

pou

nd

sect

ions

and

Cal

cula

te

dir

ect

stre

ss,

dif

fere

nt

stra

ins.

1c.

Cal

cula

te

tem

per

ature

st

ress

es

in

ho

mo

gen

eou

s b

ar o

nly

.

Sim

ple

Str

esse

s an

d S

train

:

1.1

Con

cep

t o

f st

ress

an

d s

trai

n,

dir

ect,

ten

sile

, co

mp

ress

ive

and s

hea

r st

ress

an

d

stra

in,

late

ral

stra

in,

Pois

son’s

rat

io.

Str

esse

s in

co

mp

osi

te s

ecti

ons

un

der

dir

ect

loadin

g o

nly

. T

emp

erat

ure

str

esse

s fo

r h

om

og

eneo

us

bar

only

.

1.2

Str

ess

stra

in c

urv

e fo

r m

ild s

teel

an

d c

ast

iron,

Sal

ient

poin

ts s

uch

as

lim

it o

f

pro

port

ion

alit

y,

elas

tic

lim

it,

yiel

d poin

t, ult

imat

e st

ress

an

d b

reak

ing st

ress

,

pla

stic

sta

ge,

% e

lon

gat

ion,

% r

educt

ion i

n a

rea,

pro

of

stre

ss w

ork

ing s

tres

s, a

nd

fact

or

of

safe

ty.

1.3

Conce

pt

of

elas

tici

ty,

Ho

ok

’s l

aw,

Yo

ung

’s m

od

ulu

s of

elas

tici

ty,

mod

ulu

s

of

rigid

ity

and

bulk

m

odulu

s,

rela

tion

bet

wee

n

thre

e el

asti

c m

odule

an

d

Pois

son’s

rat

io.

16

10

C

O1

2

2a.

Dra

w S

hea

r F

orc

e &

Ben

din

g M

om

ent

Dia

gra

m f

or

Sta

tica

lly

Det

erm

inat

e B

eam

s B

eam

s an

d b

end

ing:

2.1

Con

cep

t o

f b

eam

, B

endin

g m

om

ent

and s

hea

r fo

rce

dia

gra

ms

for

canti

lev

ers

and si

mp

ly su

pp

ort

ed b

eam

s w

ith an

d w

ith

out

ov

erhan

gs

subje

cted

to

p

oin

t

loads,

unif

orm

ly d

istr

ibute

d l

oads

(u.d

.l.)

, co

uple

s, u

nif

orm

ly v

aryin

g l

oad

(u.

v.

l.).

2.2

L

oca

tion

of

poin

t o

f co

ntr

a fl

exure

. R

elat

ion

bet

wee

n b

endin

g

mom

ent,

shea

r fo

rce

and r

ate

of

loadin

g.

12

8

CO

2

3

3a.

Ap

ply

Ben

din

g T

heo

ry.

3b

. C

alcu

late

Ben

din

g S

tres

s

3c.

Dra

w s

tres

s dis

trib

uti

on d

iagra

m.

Ben

din

g S

tres

ses

an

d S

hea

r S

tres

ses:

3

.1 T

heo

ry o

f si

mple

ben

din

g,

flex

ura

l fo

rmula

(N

o d

eriv

atio

n),

conce

pt

of

ben

din

g st

ress

, as

sum

pti

ons

in th

e th

eory

of

ben

din

g,

mom

ent

of

resi

stan

ce,

sect

ion m

od

ulu

s, n

eutr

al

axis

, co

mpar

ativ

e st

ren

gth

s of

rect

ang

ula

r, c

ircu

lar,

I,

T c

hann

el s

ecti

on

3.2

Conce

pt

of

shea

r st

ress

es i

n a

bea

m,

aver

age

shea

r st

ress

, m

ax s

hea

r st

ress

shea

r st

ress

dis

trib

uti

on d

iagra

ms

for

rect

ang

ula

r, c

ircu

lar,

I,

T,

chan

nel

sec

tio

ns.

12

6

CO

3

4

4a.

Cal

cula

te D

irec

t &

Ben

din

g S

tres

ses

of

var

ious

stru

ctura

l co

mp

on

ents

4b

. C

om

pute

Str

ain E

ner

gy u

nder

Dif

fere

nt

Typ

es o

f L

oadin

g

Com

bin

ed b

end

ing a

nd

dir

ect

stre

sses

:

4.1

Axia

l lo

ad,

ecce

ntr

ic l

oad,

ecce

ntr

icit

y, d

irec

t st

ress

, b

endin

g s

tres

s, u

nia

xia

l

ben

din

g

bia

xia

l ben

din

g.

Maxim

um

and

min

imum

to

tal

stre

ss,

no

tensi

on

condit

ion,

lim

itin

g e

ccen

tric

ity,

co

re o

f se

ctio

n,

mid

dle

thir

d r

ule

, to

tal

stre

ss

12

8

CO

4

CO

UR

SE

NA

ME

S

tren

gth

of

Ma

teri

als

C

OU

RSE

CO

DE

R

18

AM

210

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

84

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1a.

Com

par

e st

ress

es dev

elop

ed due

to t

he

axia

l lo

ad a

nd ec

cen

tric

lo

ad in

th

e giv

en

situ

atio

n.

1b

.Eval

uat

e re

sult

ant

stre

sses

at

the

bas

e o

f giv

en

colu

mn

and

chim

ney

un

der

giv

en

loadin

g

condit

ions.

1

c.D

raw

stre

ss d

istr

ibuti

on d

iagra

m

vari

atio

n d

iagra

ms.

4.2

S

trai

n

ener

gy,

Res

ilie

nce

, p

roof

resi

lien

ce

an

d

mod

ulu

s o

f re

sili

ence

.

Str

esse

s du

e to

gra

du

al,

sud

den

an

d i

mp

act

loads.

5

5a.

Cal

cula

te N

orm

al a

nd s

hea

r st

ress

on a

incl

ined

p

lan

e in

a

elem

ent

subje

cted

to

pla

ne

stre

ss c

ondit

ion.

5b

. C

alcu

late

P

rin

cipal

S

tres

ses,

P

rinci

pal

Pla

nes

, m

axim

um

sh

ear

stre

ss

and

thei

r

Pla

nes

.

Pri

nci

pal

pla

nes

an

d p

rin

cip

al

stre

sses

:

5.1

Str

esse

s o

n i

ncl

ined

pla

nes

, pla

nes

, p

lanes

of

max.

shea

r st

ress

, def

init

ion o

f

pri

nci

pal

pla

ne

and p

rinci

pal

str

esse

s, l

oca

tio

n o

f pri

nci

pal

pla

nes

, ex

pre

ssio

n f

or

norm

al

and

tan

gen

tial

st

ress

, m

ax.

shea

r st

ress

, M

ohr’

s ci

rcle

o

f st

ress

es,

condit

ion o

f m

ax.

obli

quit

y of

resu

ltan

t st

ress

5.2

Thin

cyli

ndri

cal

shel

ls:

Lon

git

udin

al a

nd c

ircu

mfe

renti

al (

hoop

) st

ress

es i

n

seam

less

thin

wal

led c

ylin

dri

cal

shel

ls,

shea

r st

ress

.

16

10

C

O5

6

6a.

Cal

cula

te

shea

r st

ress

es

pro

duce

d

in

circ

ula

r sh

aft

s.

6b

.Cal

cula

te p

ow

er t

ransm

itte

d b

y ci

rcula

r

shaft

s.

Tors

ion

: 6

.1 C

once

pts

of

tors

ion,

Tors

ional

eq

uat

ion (

No d

eriv

atio

n)

for

soli

d c

ircu

lar

shaft

, holl

ow

cir

cula

r sh

aft

, sh

ear

stre

ss d

istr

ibuti

on o

ver

cro

ss s

ecti

on.

6.2

Co

mpar

iso

n b

etw

een a

soli

d a

nd h

oll

ow

shaft

for

sam

e S

tren

gth

and s

am

e

wei

ght,

po

wer

tr

ansm

itte

d

by

shaft

s,

aver

age

torq

ue,

m

axim

um

to

rqu

e an

d

tors

ion

al r

igid

ity.

12

6

CO

6



Page 85



S.

No. Practical (Any 11)

Topic

No.

Hours

Allotted

Mapped

CO

1. Tensile test on mild steel bar (ductile material). 1 2 CO1

2. Tensile test on tor steel bar (brittle material) 1 2 CO1

3. Shear test on two different metals under single and double

shear.

1 2 CO1

4. Bending test on a wooden beam. 3 2 CO3

5. Izod Impact Test. 4 2 CO1

6. Compression Test on Metals. 1 2 CO1

7. Torsion test on ductile material. 6 2 CO6

8. Torsion test on brittle material. 6 2 CO6

10 Flexural Test on plywood. 3 2 CO3

11 Water Absorption Test on bricks. -- 2 --

12 Compressive Test on Bricks. 1 2 CO1

13 Hardness test on metals: Brinell's hardness test. 1 2 CO1

-- Total -- 22 --

S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Problems on topic Simple stresses and strains, beams and

bending. 1,2 2

CO1,

CO2

2 Problems on topic shear stresses and bending stresses

combined direct and bending stresses. 3,4 2

CO3,

CO4

3 Problems on topic Principal planes and principal stresses,

Torsion 5,6 2

CO5,

CO6

-- Total -- 6 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES

Rubrics for assignments

Category 4 3 2 1

Understanding

Of Analytical

Concepts

Complete

Understanding Substantialunderstanding

Some

Understanding

Limited

Understanding

Mathematical

Errors Least Errors 90 % Free Of Errors

75 % Free Of

Errors

50 % Free Of

Errors



Page 86

Category 4 3 2 1

Graphics

Neat ,Accurate

And Enhance

Understanding

Neat And Accurate

Some

Illustrations Are

Misleading And

Redundant

Least Accurate

And Not Neat

Timely

Completion Of

Activity


Overall




1 Universal Testing machine of capacity 1000KN, Digital type with all

attachments and accessories.

1,2,3,4,6,1

0

2 Compression testing machine of capacity 200 tons analog type with all

attachments and accessories. 12

3 Izod impact testing machine. 5

4 Hot air oven with thermostatic control having temperature range 100 to 105

0

C 11

5 Accessories : Vernire caliper, meter scale, weighing balance, weights,

hammer, screw driver, pliers ,punch, file 3

6 Brinell hardness testing machine 13


Topic

No. Topic Title

Mapped

CO % OR

Emphasis




I Simple Stresses and Strain CO1, 20 4 4 8 16

II Beams and bending

CO2, 15 4 4 4 12

III Bending Stresses and Shear

Stresses CO3, 15 4 4 4 12

IV Combined bending and direct

stresses CO4, 15 4 4 4 12

V Principal planes and

principal stresses CO5, 20 4 4 8 16

VI Torsion CO6, 15 4 4 4 12

Total 100 24 24 32 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Define tensile and compressive stress.

2 1 CO2 U Give relation between rate of loading, shear force,

bending moment



Page 87

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

3 1 CO3,

CO4 A Draw SFD and BMD for the given beam.




• BOOKS


1 Strength of Materials R. S. Khurmi S. Chand &Company Delhi

2 Mechanics of materials R. C. Hibbeler Pearson Education

3 Strength of Materials S. S. Bhavikatti Vikas Publishing House

4 Strength of Materials B. K. Sarkar Tata McGraw –Hill

5 Strength of Materials S. Ramamurtham Dhanpat Rai and sons

6 Strength of Materials R. K. Bansal Laxmi Publications

• WEBSITES

S. No. Address


2 www.nittr.com



1 Mrs. Vaishali D. Pawar 9403758095 [email protected]

COURSE NAME General Engineering (Elect. & Mech.) COURSE CODE R18CE2103


Page 88



Course Name General Engineering

( Elect. & Mech.) Course code R18CE2103



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

-- 2+2=4

- - 50 - - - 50 - @ 50 100



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU, Oral –OR , @- Internal Exam

1. RATIONALE

In workshop Civil Diploma Technician is expected to know basic workshop practice like

welding, cutting, fitting, drilling, tapping, plumbing, carpentry and electrical wiring etc. A site

engineer requires knowing the use different machineries, tools, equipments to enhance productivity on the site. It is essential for Civil Engineers to have basic knowledge of

Mechanical & Electrical Engineering so that he can interact with his counterpart more confidently.


Use basic principles of Mechanical Engineering and Electrical Engineering to solve relevant

engineering problems.



1. Identify, select and use various tools, equipment, fastening and fixtures for plumbing,

fabrication, carpentry and electrical work.

2. Infer the skills of operation & control of different tools and fabrication work.

3. Developing the knowledge about market scenario of various timber, fixtures &

fastenings, and metal products.

4. Perceive earthing process, solar lighting system fixtures, and operation of stair case

wiring, electrical equipment used in civil engineering systems of wirings, house wiring

diagrams & components used.

5. Identify & use megger, energy meter & various domestic electrical appliances.

6. Identify safety measures in electrical installations & use.

CO

UR

SE

NA

ME

G

ener

al

En

gin

eeri

ng (

Ele

ct. &

Mec

h.)

C

OU

RS

E C

OD

E

R1

8C

E2

10

3

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

89

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Gen

era

l E

ng

ineeri

ng

Ele

ct.

& M

ech

.

Co

urs

e C

od

e:

R1

8 C

E2

10

3

PO

1

Ba

sic &

Dis

cip

lin

e

spec

ific

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

/

dev

elo

pm

en

t o

f so

luti

on

PO

4

En

gin

eeri

ng

To

ols

, E

xp

erim

ents

&

Tes

tin

g

PO

5

En

gin

eeri

ng P

ract

ices

for

soci

ety s

ust

ain

ab

ilit

y&

env

iro

nm

ent

PO

6

Pro

ject

Ma

na

gem

en

t

PO

7

Lif

e L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ruct

ion

pla

nn

ing

an

d

det

ail

ing

PS

O 2

Co

nst

ruct

ion

exec

uti

on

, su

per

vis

ion

an

d m

ain

ten

an

ce

CO

1

3

3

1

1

2

CO

2

2

3

1

3

2

CO

3

3

1

3

1

CO

4

3

1

3

2

1

1

2

CO

5

3

1

2

2

1

2

CO

6

3

2

1

1

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

OR

AL



Page 90



Mechanical Engineering Part

Sr.

No. Practical Topic

No.

Hours

Allotted

Mapped

CO

1 Study of various fixture and fastening in plumbing of

G.I. and P.V.C. -- 2 CO1

2 Study of various tools used for plumbing work. -- 2 CO1

3 Demonstration of G.I. pipe cutting, threading and

joining. -- 4 CO1

4 Study of various types of tools used for carpentry work. -- 2 CO1

5 Demonstration on various types joint in wood work. -- 4 CO1

6 Study of various tools used for fabrication work -- 2 CO2

7 Demonstration on fabrication of lap and butt joint with

finishing -- 2 CO2

8 Study of pneumatic and hydraulic mechanism -- 2 CO2

9 Collection of market information regarding various timber and metal product.

-- 4 CO3

10 Collection of market information regarding the various fixtures and fastening required in plumbing

-- 4 CO3

-- Total -- 28 --

Sr.

No. Practical Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --



Page 91

Electrical Engineering Part


ACTIVITIES

Rubrics for Practicals

Category 4 3 2 1

Experimental

procedure &

handling of the

instruments

Follows procedure as

instructed and

safe & correct

handling of the

instruments

Little oversight

towards procedure,

safety & handling of

the instruments

Considerable

oversight towards

procedure, safety

and handling of the

instruments

Careless about the

procedure

safety & handling

of the instruments.

Data documentation,

data analysis &

results

interpretation

Correct

documentation of all data, Correct

calculations and Error

in result worked out

correctly is within the

limit

Correct documentation

of majority of data, Minor errors in

calculations and

Error in results worked

out correctly is not

within the limit

Incorrect

documentation of majority of data,

Major errors in

calculations and

Error in result

Worked out

Incomplete &

wrong documentation of

data, Incomplete &

wrong calculations

and Error in result

not worked out.

Sr.

No. Practical Topic

No.

Hours

Allotted

Mapped

CO

1 Study of house wiring diagrams & physical identification

of components/ accessories. -- 2 CO5

2

Comparative study of different systems of wirings such

as open C.T.S., casing capping, conduit such as cleat

wiring, casing and capping wiring, CTS or TRS or PVC

wiring, lead sheathed or metal sheathed wiring, conduit

wirings (open & concealed)

-- 4 CO5

3 Study of energy meter details & estimation of power

consumption. -- 2 CO6

4 Use of megger. -- 2 CO6

5 Study of various electrical equipment used in Civil

Engineering. -- 4 CO5

6 Demonstration of stair case wiring. -- 2 CO5

7 Safety measures in electrical installations & use. -- 2 CO6

8 Study of earthing process. -- 2 CO5

9 Study of various domestic electrical appliances. -- 4 CO6

10 Study of solar lighting system fixtures. -- 4 CO5

-- Total -- 28 --

Sr.

No. Practical Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --



Page 92

Category 4 3 2 1

incorrectly.

Team spirit Contributes a fair

share to work

Sometimes depends on

others to complete the

work

Many times depends

on others to

complete the work

Always depends

on others to

complete the work

Timely

completion of

activity


Overall

understanding Maximum Moderate Satisfactory Least

Rubrics for Oral

Category 4 3 2 1

Delivery

Relaxed, Self

confident, show

natural body movement

Demonstrate quick

recovery from minor

mistake

Self conscious and



concise


concise Unclear

Incompletes and

not concise

Vocabulary

Wide range of


is no repetition.

Quite Wide range of



Some new

vocabulary and few

new expression

Student tends to

repeat words all

the time.


effectively

Orderly and little


Body

Language


no nervous

expressions


few nervous

expressions

Do not keep eye

contact and few

nerves expressions

Do not Keep eye

contact and total

nervous

expressions


• BOOKS


1 Workshop Technology,

Vol. I

S.K. Hazara and

H. S. Choudhari

Media Promoters and Publishers,

New Delhi

2 Electrical Estimating &

Costing Surjit Singh

Dhanpat Rai & Co. (P) Ltd.

Publishers, New Delhi

3 Electrical Wiring

Estimating & Costing S. L. Uppal & G.C. Garg Khanna Publishers, New Delhi

4 Text Book of Electrical

Engineering B. L. Theraja

S. Chand & Co. (P) Ltd. , New

Delhi



1 Prof. Y. A. Chaudhari, Lecturer, Mechanical 9096933099 [email protected]

2 Prof. S. G. Nawade, Lecturer, Electrica.l 9404363495 [email protected]

COURSE NAME Entrepreneurship Development COURSE CODE R18ME2208


Page 93



Course Name Entrepreneurship Development Course code R18ME2208

Course Category ALLIED Credits 03


Teaching scheme

Evaluation scheme

Direct assessment- Weightage -80%



Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

1 2

-- -- 25 -- -- -- 25 - @25 50





1. RATIONALE

This course consists of topics related to the development of entrepreneurial skills and other details

such as selection of product lines, site selection, financial aspects, personnel management, quality

control and creative thinking. The course includes case studies in the related field. The course

emphasizes the development of enterprising qualities among young engineers.


Plan to establish ‘Start-up Enterprises’.



1. Identify various business opportunities.

2. Analyze selected business idea.

3. Prepare business plan for enterprise.

4. Generate awareness about enterprise management

CO

UR

SE

NA

ME

E

ntr

epre

neu

rsh

ip D

evel

op

men

t C

OU

RSE

CO

DE

R

18

ME

220

8

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

94

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e -

En

trep

ren

eu

rsh

ip

Develo

pm

en

t

Co

urs

e C

od

e -

R1

8M

E2

20

8

PO

1

Basi

c a

nd

Dis

cip

lin

e S

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eerin

g T

ools

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g P

racti

ces

for

Socie

ty,

sust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

deta

ilin

g

PS

O 2

Co

nst

ruct

ion

exec

uti

on

, su

per

vis

ion

an

d m

ain

ten

an

ce

CO

1

1

1

1

2

2

1

CO

2

1

2

1

1

1

2

2

1

1

CO

3

1

2

1

1

2

3

2

1

CO

4

1

3

2

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

OR

AL

CO

UR

SE

NA

ME

E

ntr

epre

neu

rsh

ip D

evel

op

men

t C

OU

RSE

CO

DE

R

18

ME

220

8

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

95

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1.

Exp

lain

co

nce

pt

of

entr

epre

neu

r and

entr

epre

neu

rship

.

2.

Sta

te

char

act

eris

tics

an

d

qual

itie

s o

f

entr

epre

neu

r.

3.

Dif

fere

nce

b

etw

een

Entr

epre

neu

r an

d

Entr

epre

neu

r.

4.

Exp

lain

W

om

en

entr

epre

neu

rship

w

ith

exam

ple

s.

1.1

D

efin

itio

n

of

entr

epre

neu

r,

conce

pt

of

entr

epre

neu

r an

d

entr

epre

neu

rship

, Im

po

rtan

ce

of

entr

epre

neu

r.

Typ

es

of

entr

epre

neu

r:

Inno

vat

ive,

Im

itat

ive,

F

abia

n,

Dro

ne

and

acco

rdin

g

to

typ

e of

busi

nes

s.

Dif

fere

nce

b

etw

een

Entr

epre

neu

r an

d E

ntr

epre

neu

r.

1.2

E

ntr

epre

neu

ria

l C

om

pet

enci

es:

- C

har

acte

rist

ics

of

an

entr

epre

neu

r, q

ual

itie

s of

an e

ntr

epre

neu

r, c

om

pet

enci

es o

f

entr

epre

neu

r.

1.3

W

om

en

En

trep

ren

eur:

D

efin

itio

n,

char

act

eris

tics

o

f

wom

en

entr

epre

neu

r.

Cau

ses

of

lim

ited

gro

wth

in

In

dia

,

rem

edie

s fo

r li

mit

ed w

om

en E

ntr

epre

neu

rship

dev

elopm

ent.

- 03

-

2

1.

Exp

lain

co

nce

pt

of

moti

vat

ion and t

yp

es

of

moti

vat

ion.

2.

Exp

lain

ch

alle

nges

of

moti

vat

ions.

3.

Exp

lain

th

eori

es o

f m

oti

vat

ions.

2.1

M

oti

va

tion

:

Def

init

ion a

nd c

once

pt

of

moti

vat

ion,

typ

es o

f m

oti

vat

ion:

affi

liat

ion,

pow

er,

and ac

hie

vem

ent

moti

vat

ion.

Nee

d an

d

imp

ort

ance

o

f ach

ievem

ent

moti

vat

ion.

Chal

len

ges

of

moti

vat

ion.

Moti

vat

ing f

act

ors

. T

heo

ries

o

f m

oti

vat

ion:

a)

Mas

low

Hie

rarc

hy t

heo

ry,

b)

Mc

Gre

go

ry X

-Y t

heo

ry.

- 02

-

3

1.

Exp

lain

co

nce

pt

of

Inn

ovat

ion

and

Cre

ativ

ity.

2.

Dis

cuss

ch

aract

eris

tics

of

crea

tiv

e p

eop

le.

3.

Dis

cuss

var

ious

exam

ple

s of

Inn

ovat

ion

and C

reat

ivit

y.

3.1

C

rea

tivit

y a

nd

In

nov

ati

on

:

Def

init

ion

and

con

cept

of

Inno

vat

ion.

Def

init

ion

an

d

con

cep

t o

f C

reat

ivit

y.

Char

act

eris

tics

of

crea

tive

peo

ple

.

Dis

cuss

ion o

f var

ious

exam

ple

s w

ith re

spec

t to

cr

eati

vit

y

and i

nno

vat

ion.

- 02

-

4

1.

Dis

cuss

th

e B

usi

nes

s O

pport

unit

ies.

2.

Des

crib

e cl

assi

fica

tion o

f op

port

unit

ies.

3.

Exp

lain

sea

rch a

nd g

ener

atio

n o

f b

usi

nes

s

4.1

B

usi

nes

s O

pp

ort

un

ity

Sea

rch

an

d S

can

nin

g:

Opp

ort

unit

ies

avai

lab

le

in

dif

fere

nt

sect

ors

su

ch

as

man

ufa

ctu

rin

g,

serv

ices

an

d

trad

ing.

Cla

ssif

icat

ion

of

- 0

4

-

CO

UR

SE

NA

ME

E

ntr

epre

neu

rsh

ip D

evel

op

men

t C

OU

RSE

CO

DE

R

18

ME

220

8

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

96

S.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

idea

.

Dis

cuss

Sourc

es o

f B

usi

nes

s Id

ea.

op

port

unit

ies

on

the

foll

ow

ing:

- N

atura

l re

sourc

e b

ased

,

Dem

an

d b

ased

, L

oca

l in

dust

rial

bas

ed,

Ser

vic

e se

ctor

bas

ed,

Exp

ort

bas

ed,

Skil

l bas

ed,

Off

-far

m b

ased

.

4.2

B

usi

nes

s Id

ea :

Sea

rch

for

busi

nes

s id

ea,

sou

rces

of

busi

nes

s id

ea,

way

s o

f

gen

erat

ing

idea

s,

Idea

s p

roce

ssin

g

&

sele

ctio

n

(fact

ors

affe

ctin

g p

rod

uct

id

ea).

SW

OT

Anal

ysis

.

4.3

S

ou

rces

of

Bu

sin

ess

Idea

:

Mar

ket

su

rvey

&

tech

niq

ues

, p

rosp

ecti

ve

consu

mer

s,

dev

elop

men

t in

oth

er

nat

ion,

stud

y o

f p

roje

ct

pro

file

,

go

ver

nm

ent

org

aniz

atio

n,

trad

e fa

ir

an

d

exhib

itio

ns.

Chec

kli

sts

for

info

rmat

ion c

oll

ecti

on.

5

1.

Dis

cuss

G

ov

ern

men

t an

d

Non-

Go

ver

nm

ent

Ag

enci

es

asso

ciat

ed

wit

h

entr

epre

neu

rship

.

2.

Sta

te i

mp

ort

an

ce o

f fu

nds

and g

ov

ernm

ent

fund s

chem

es.

Exp

lain

SS

I an

d A

nci

llar

y.

5.1

G

ov

ern

men

t a

nd

N

on

-Gover

nm

ent

Ag

enci

es

for

Pro

mo

tion

an

d D

evel

op

men

t:

Imp

ort

ance

of

fun

ds,

ty

pes

o

f fu

nds.

V

ario

us

sch

emes

o

f

assi

stan

ce

of

Go

ver

nm

ent,

G

over

nm

ent

poli

cies

an

d

ince

nti

ves

. R

egis

trat

ion w

ith v

ario

us

Go

ver

nm

ent

agen

cies

,

def

init

ion o

f S

SI

and A

nci

llar

y.

- 02

-

6

Exp

lain

co

nce

pt

of

Busi

nes

s P

lan.

1.

Exp

lain

pro

ject

form

ula

tio

n a

nd a

nal

ysi

s.

2.

Sta

te s

ourc

es o

f ca

pit

al.

3.

Cal

cula

te c

ost

of

pro

duct

ion.

4.

Des

crib

e co

st v

olu

me

pro

fit

rela

tio

nsh

ip.

5.

Cal

cula

te c

ost

of

pro

duct

ion.

Dis

cuss

lo

an

appli

cati

on

form

fo

r

app

rais

al.

6.1

Bu

sin

ess

Pla

n P

rep

ara

tion

:

Pro

ject

id

enti

fica

tio

n,

pro

ject

fo

rmula

tio

n,

feas

ibil

ity

anal

ysi

s,

Est

imat

ion

of

cost

o

f pro

duct

ion,

Cost

volu

me

pro

fit

rela

tionsh

ip

at

dif

fere

nt

lev

els,

In

terp

reta

tion

of

finan

cial

st

atem

ents

, In

stit

uti

onal

ized

an

d

No

n

inst

ituti

onal

ized

so

urc

es

of

work

ing

cap

ital

, F

un

ds

flo

w

stat

emen

ts,

Loan

ap

pli

cati

on

form

fo

r ap

pra

isal

. P

roje

ct

rep

ort

pre

par

atio

n.

- 03

-



Page 97



S. No. Practical (Outcomes’ in Psychomotor Domain) Topic

No.

Hours

Allotted

Mapped

CO

1 Biography of any entrepreneur 1 2 CO4

2 Self Disclosure Exercise (Who am I?) 1 2 CO1

3 Self rating questionnaire. 2 2 CO1

4 Thematic Appreciation Test (TAT) 3 2 CO2

5 Ring Toss Exercise 3 4 CO2, CO3

6 Tower Building Exercise 3 4 CO2, CO3

7 Convince and Crown 2 2 CO2, CO3

8 Creativity and Problem solving 3 2 CO2

Professional Exercises

9. Walking through Market 4 4 CO2

10. Business plan preparation 5,6 2 CO3

11. Interview of a successful entrepreneur 1,5,6 2 CO4

12. Interview / Biography of a successful women

entrepreneur 1 2 CO4

Total -- 30 --


No.

Hours

Allotted

Mapped

CO


-- Total - 32 -


ACTIVITIES


Category 4 3 2 1

Team spirit

Contributes a

fair share to

work

Sometimes

depends on others

to complete the

work

Many times

depends on others

to complete the

work

Always depends

on others to

complete the

work

Timely completion of activity Maximum Moderate Satisfactory Least


Rubrics for Oral

Category 4 3 2 1

Delivery

Relaxed, Self

confident, show

natural body

movement

Demonstrate quick

recovery from minor

mistake

Self conscious and



concise


concise Unclear

Incompletes and

not concise

Vocabulary

Wide range of


is no repetition.

Quite Wide range of



Some new

vocabulary and few

new expression

Student tends to

repeat words all

the time.

Presentation Orderly and effectively

Orderly and little effectively

orderly Not orderly



Page 98

Body

Language


no nervous

expressions


few nervous

expressions

Do not keep eye

contact and few

nerves expressions

Do not Keep eye

contact and total

nervous

expressions



1 LCD Projector ALL

2 Rings, Pegs, Line Marker 5

3 Work Table 5, 6

4 Wooden Blocks, Sticks 6

• BOOKS


1 Dynamics Of Entrepreneurial

Development and Management. Vasant Desai

Himalaya Publishing House,

1997, Reprint-1999.

2 Entrepreneurial Development

Concept and Practices Dilip M. Sarwate Everest Publishing House, 1996

3 Entrepreneurial Development Gupta Srinivasan Sultan Chand & Sons, 1993.

4 Training of Entrepreneurship and

Self Employment. D. D. Mali Mittal Publications, 1999.



1 U. N. Kamble 9422543715 [email protected]

2 R. Y. Bonde 9404730050 [email protected]

COURSE NAME Construction Materials COURSE CODE R18CE3101


Page 99



Course Name Construction

Materials Course code R18CE3101

Course Category Core Credits 3


Teaching scheme

Evaluation scheme



Total TERMWORK TW PRACTICAL ORAL

Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

3 -

80 20 - - - - - - - 100



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW,

Assignments –AS, Tutorials- TU, Oral -OR

1. RATIONALE

The construction materials area of study gives student a comprehensive understanding of the

composition, structure and engineering behavior of material used in Civil engineering application.

Civil engineering technocrat deals with construction of civil structures and is often responsible for

specifying, designing and manufacturing the materials with which they build their structure. Studies in

construction materials are intended to make him aware of the fundamental properties of the material

they use. He should be able to guide the artisans on the site regarding the use of materials and

maintaining good workmanship. So that durable and sustainable structure can built in the environment

and its performance withstand the adverse effect of atmosphere.


Select appropriate building material to fulfill construction requirement.



1. Describe the broad classification of material and state the good quality of building stone.

2. Classify different types of bricks and state the quality and uses of bricks.

3. State the properties of lime and its use also enumerate the advantages of concrete block.

4. State the properties of timber and Describe types and forms of glass and its uses in

building.

5. Classify ferrous and non ferrous metals and its use also state advantages of plastic

building product.

6. Classify various types of tiles, paints and varnishes with its uses.

CO

UR

SE

NA

ME

C

on

stru

ctio

n M

ate

ria

ls

CO

UR

SE

CO

DE

R

18

CE

310

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

100

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Co

nst

ru

cti

on

Ma

teri

al

Co

urse

Cod

e

: R

18

CE

31

01

PO

1

Basi

c a

nd

Dis

cip

lin

e S

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t of

Solu

tio

ns

PO

4

En

gin

eerin

g T

ools

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ructi

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

3

1

CO

2

3

1

CO

3

3

1

CO

4

3

1

CO

5

3

1

CO

6

3

1

Rat

ing s

cale

‘3

’ fo

r h

igh

, ‘

2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

for

no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

C

on

stru

ctio

n M

ate

ria

ls

CO

UR

SE

CO

DE

R

18

CE

31

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

101

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

Des

crib

e ro

le o

f C

ivil

Engin

eer.

1.2

Cla

ssif

y t

he

giv

en c

onst

ruct

ion m

ater

ial.

1.3

Sug

ges

t th

e cr

iter

ia f

or

sele

ctio

n o

f m

ater

ial.

1.4

Enli

st r

ock

fo

rmin

g m

iner

al a

nd t

yp

es o

f ro

ck.

1.5

Sel

ect

go

od q

ual

ity

of

ston

e fo

r giv

en s

ituat

ion

wit

h j

ust

ific

atio

n.

1.6

Lis

t th

e to

ols

req

uir

ed f

or

dre

ssin

g a

nd t

ypes

of

stone

surf

ace

fin

ish.

Sto

nes

1.1

Role

of

Civ

il E

ngin

eer

in t

he

Fie

ld o

f C

ivil

Engin

eeri

ng,

Cri

teri

a fo

r

sele

ctio

n o

f C

onst

ruct

ion M

ater

ial.

1.2

Bro

ad C

lass

ific

atio

n o

f M

ater

ial

(Nat

ura

l, A

rtif

icia

l, S

pec

ial,

Fin

ishin

g

& R

ecycl

able

).

1.3

Bas

ic a

reas

in c

ivil

engin

eeri

ng,

Civ

il E

ngin

eeri

ng A

pp

lica

tion

1.4

Lis

t of

rock

fo

rmin

g m

iner

als,

Cla

ssif

icat

ion o

f ro

cks,

char

acte

rist

ics

of

go

od b

uil

din

g s

ton

es.

1.5

Pro

per

ties

& T

esti

ng o

f st

ones

, Q

uar

ryin

g &

dre

ssin

g,

lim

itat

ion i

n u

se.

16

10

C

O1

2

2.1

Sta

te t

he

advanta

ges

of

bri

cks.

2.2

Cla

ssif

y d

iffe

rent

typ

es o

f bri

cks

and i

ts u

ses.

2.3

Des

crib

e th

e m

an

ufa

cturi

ng p

roce

ss o

f b

rick

s.

2.4

Enli

st d

iffe

rent

ingre

die

nts

of

bri

cks

and i

ts

effe

ct o

n q

ual

ity o

f b

rick

.

2.5

Sta

te t

he

advanta

ges

of

fly a

sh b

rick

.

2.6

Sug

ges

t th

e fi

eld a

nd l

ab t

est

con

du

cted

on

bri

ck.

Bri

cks

2.1

Intr

od

uct

ion,

size

s &

form

s o

f B

rick

s, A

dvanta

ges

of

Bri

ck .

2.2

Cla

ssif

icat

ion o

f bri

cks,

req

uir

emen

t o

f b

rick

s.

2.3

Qual

ity a

nd u

ses

of

bri

cks.

2.4

Const

itu

ents

of

bri

ck e

arth

, use

ful

an

d h

arm

ful

ingre

die

nt

of

bri

cks.

2.5

Manu

fact

uri

ng –

pre

par

atio

n o

f b

rick

ear

th,

mould

ing,

dry

ing a

nd

burn

ing.

Co

mp

aris

on o

f cl

am

p a

nd k

iln b

urn

ing.

2.6

Tes

ting o

f b

rick

s, f

act

ors

aff

ecti

ng q

ual

ity o

f b

rick

s, f

ly a

sh a

nd f

ly a

sh

bri

cks.

12

07

C

O2

3

3.1

Enli

st t

he

var

ious

concr

ete

blo

ck a

nd t

hei

r si

zes

3.2

Sta

te

the

advanta

ges

an

d

dis

adv

anta

ges

al

so

des

crib

e th

e p

roce

dure

for

man

ufa

cturi

ng.

3.3

Lis

t th

e ty

pes

o

f li

me

and

its

use

s in

giv

en

situ

atio

n.

3.4

Des

crib

e th

e p

rop

erti

es a

nd u

ses

of

gyp

sum

in

giv

en s

ituat

ion.

Con

cret

e B

lock

s an

d L

ime

3.1

Intr

od

uct

ion,

typ

es o

f buil

din

g b

lock

s, s

izes

an

d u

ses,

3.2

Soil

cem

ent

stab

iliz

ed,

aera

ted,

cin

der

blo

ck,

linte

l b

lock

, p

avin

g b

lock

,

holl

ow

and s

oli

d c

oncr

ete

blo

ck,

adv

anta

ges

and d

isadv

anta

ges

.

3.3

Manu

fact

uri

ng p

roce

ss,

test

ing o

f co

ncr

ete

blo

ck.

3.4

Lim

e – I

ntr

odu

ctio

n,

man

ufa

cturi

ng o

f li

me,

pro

per

ties

of

lim

e, s

lakin

g

of

lim

e, t

yp

es o

f li

me

and u

ses.

3.5

Gyp

sum

– d

efin

itio

n,

const

ituen

ts,

use

s, m

ark

et f

orm

s, p

rop

erti

es.

12

07

C

O3

4

4.1

Cla

ssif

y t

he

tim

ber

an

d s

tate

th

e pro

per

ties

of

tim

ber

.

4.2

Exp

lain

th

e d

efec

ts

in

tim

ber

and

stat

e

Tim

ber

& G

lass

4.1

Tim

ber

–

Intr

od

uct

ion,

pro

per

ties

o

f g

ood

tim

ber

, cl

assi

fica

tio

n

of

tim

ber

.

16

10

C

O4

CO

UR

SE

NA

ME

C

on

stru

ctio

n M

ate

ria

ls

CO

UR

SE

CO

DE

R

18

CE

31

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

102

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

pre

cauti

ons

to b

e ta

ken

to m

inim

ize

the

def

ects

.

4.3

Enli

st t

he

arti

fici

al w

oo

d p

rodu

ct a

nd i

ts u

ses

i

giv

en s

ituat

ion.

4.4

Des

crib

e ty

pes

an

d f

orm

s o

f gla

ss a

nd i

ts u

ses

in g

iven

sit

uat

ion.

4.2

Sea

sonin

g o

f ti

mb

er a

nd i

ts i

mp

ort

ance

, p

rese

rvat

ion o

f w

ood,

def

ects

in t

imb

er.

4.3

Mar

ket

form

s o

f w

ood a

nd a

rtif

icia

l w

ood p

rodu

cts,

use

s of

bam

bo

o i

n

const

ruct

ion.

4.4

Gla

ss –

def

inat

ion,

term

s use

d i

n g

lass

, co

mp

osi

tio

n,

typ

es,

pro

per

ties

,

man

ufa

ctu

rin

g p

roce

ss,

form

s o

f gla

ss p

rod

uct

s an

d i

ts u

ses

in b

uil

din

g

const

ruct

ion.

5

5.1

Cla

ssif

y th

e fe

rro

us

and n

on f

erro

us

met

als

and

its

use

s in

giv

en s

ituat

ion.

5.2

Des

crib

e th

e pro

per

ties

of

stee

l an

d p

last

ics.

5.3

Sta

te

the

ad

vanta

ges

and

dis

advanta

ges

o

f

pla

stic

buil

din

g p

rodu

cts.

Met

als

, A

lloy

s (I

ncl

ud

ing S

teel

) &

Pla

stic

s 5.1

Met

als

& A

llo

ys

– I

ntr

odu

ctio

n,

typ

es,

pro

per

ties

, fa

ctors

infl

uen

cing.

5.2

Fer

rous

met

als

– P

ig i

ron,

wro

ught

iron,

cast

iro

n a

nd i

ts u

se.

Ste

el a

nd

use

s in

buil

din

g c

onst

ruct

ion.

5.3

No

n

ferr

ous

met

als

–

copp

er,

alu

min

ium

, b

rass

, gu

n

met

al

–

intr

od

uct

ion,

pro

per

ties

& u

ses

5.4

Pla

stic

s –

In

trod

uct

ion,

use

s,

pro

per

ties

, co

nst

itu

ents

, C

lass

ific

atio

n,

advan

tages

an

d d

isad

van

tag

es,

pla

stic

buil

din

g p

rodu

cts.

12

07

C

O5

6

6.1

Cla

ssif

y

var

ious

typ

es

of

tile

s,

pai

nts

an

d

var

nis

hes

wit

h i

ts u

ses

in g

iven

sit

uat

ion.

6.2

Sug

gg

est

the

pro

per

tis

of

pai

nts

an

d v

arnis

hes

.

6.3

Des

crib

e te

rra

cott

a, e

arth

en w

are,

sto

new

are

,

porc

elai

n a

nd i

ts u

ses

Til

es,

Pa

ints

& V

arn

ish

es

6.1

Til

es

–

Intr

odu

ctio

n,

Typ

es

(Nat

ura

l &

C

eram

ic),

C

emen

t ti

le.

Ad

van

tag

es a

nd d

isadvanta

ges

of

tile

s.

6.2

Typ

es o

f fl

oori

ng,

roofi

ng an

d p

avin

g ti

les

& use

s. T

esti

ng o

f ti

les,

Intr

od

uct

ion t

o t

erra

cott

a, e

arth

en w

ares

, st

on

ewar

e &

porc

elai

n.

6.3

Pai

nts

–

Intr

od

uct

ion,

requir

emen

ts,

const

ituen

ts

&

thei

r fu

nct

ion,

mat

eria

l use

d a

s co

nst

ituen

ts,

char

acto

rist

ics

of

pai

nts

. T

yp

es o

f p

aints

(anti

corr

osi

on,

asb

esto

s, b

itu

min

ous,

alu

min

ium

, co

al t

ar).

6.4

Var

nis

hes

–

Intr

odu

ctio

n,

typ

es,

char

acte

rist

ics,

in

gre

die

nts

,

clas

sifi

cati

on,

use

s.

12

07

C

O6



Page 103


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




I Stones CO1 08 06 02 16

II Bricks CO2 04 06 02 12

III Concrete Blocks & Lime CO3 04 08 00 12

IV Timber & Glass CO4 06 08 02 16

V Metals, Alloys (Including Steel)

& Plastics CO5 04 08 00 12

VI Tiles, Paints & Varnishes CO6 04 06 02 12

Total -- 30 42 08 80


EXAMINATIONS

S.

No

Topic Mapped

CO

Cognitive level

R/U/A

Question

1 1 CO1 R Enlist various materials used in building

construction.

2 1 CO1 U Discuss various factors affecting selection of material

for construction of building.

3 1 CO1 A Suggest the suitable material for construction.


• BOOKS

Sr.


1 Building construction and

Materials Sushil Kumar Standard Publication, N.Delhi.

2 Materials of Construction Gose, D.N. Tata McGraw, N. Delhi.

3 Material of Construction &

Concrete Technology

V.R. Phadke &

P.D. Dhavale Nirali Prakashan.

4 A to Z, Bldg. Construction Sandeep Mantri Satya Prakashan, N. Delhi.

5 Building Material Duggal, S.K. New Age International Publication, New

Delhi.

6 Civil Engg. Materials TTTI Tata McGraw Hill

7 Building Materials Varghese, P.C. PHI Learning, New Delhi

8 National Building Code-2006 -- Bureau of Indian Standards



Page 104

• MAGAZINES & JOURNALS

S. No. Title of Magazine

1 New Building Materials and Construction World

2 The Master builder

3 Inside Outside

4 Civil Engineering Construction Review

5 Construction World

• WEBSITES

S. No. Address

6 https://www.youtube.com/watch?v=1fc4NVP9wXk

7 https://www.youtube.com/watch?v=m8U76Bm8kDY

8 https://www.youtube.com/watch?v=IORIZIshRIM

9 https://www.youtube.com/watch?v=Xf89KDibIFE

10 https://theconstructor.org/building/types-of-building-materials-construction

11 https://www.archdaily.com/catalog

12 www.slideshare.com



1 Prof. R. S. Kengale 9881293044 [email protected]

COURSE NAME Building Planning & Drawing COURSE CODE R18CE3102


Page 105



Course Name Building Planning & Drawing Course code R18CE3102



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 4

80 20 40 - 10 - 50 - @25 175



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU,

Oral -OR

1. RATIONALE

Drawing is the graphical language of an engineer. Ideas conceived in the mind of technician have to be

expressed in the form of drawing. The expression by drawing should be accurate, precise & brief. At a

glance one can understand details of any part of the structure to be constructed or developed. For all

technicians thorough understanding of principles of drawing is essential. A civil engineering

technician shall be able to communicate with the superiors, subordinates, clients, contractors, consultants etc. through building drawings. This subject describes technique to read, understand

interpret and prepare drawing using conventions and symbols to use it for execution and different

subjects during diploma course. It also introduces the students to basic aspects such as planning,

design, regulations, byelaws, standards etc. related with buildings. The knowledge of this subject is

useful for building construction, estimating and costing, drafting specification and tender document,

design of structure, surveying, projects etc.


Understand concept and principles for creation of different types of civil engineering drawing as per

DCR.



1. Understand about the principles, concepts, facts & procedures in Building Drawing.

2. Apply principles and development control regulations in building planning.

3. Read, understand and interpret drawing as per given standards.

4. Prepare brief area statement also discuss general requirement of building while planning

building.

5. Prepare one point and two point perspective.

6. State the role of various agencies in building industry and identify various plan passing

authority.

CO

UR

SE

NA

ME

B

uil

din

g P

lan

nin

g &

Dra

win

g

CO

UR

SE

CO

DE

R

18

CE

31

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

106

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Bu

ild

ing

Pla

nn

ing

An

d D

raw

ing

Co

urs

e C

od

e

R1

8C

E3

10

2

PO

1

Basi

c a

nd

Dis

cip

lin

e

Sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g P

racti

ces

for

Socie

ty,

sust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

ervis

ion

an

d m

ain

ten

an

ce

CO

1

2

2

CO

2

1

2

1

1

1

1

CO

3

1

1

1

1

CO

4

1

2

3

1

1

1

CO

5

1

2

3

1

1

CO

6

1

1

Rat

ing s

cale

‘3

’ fo

r h

igh

, ‘

2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

for

no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

s

TH

EO

RY

OU

TC

OM

E

EN

D E

XA

MIN

AT

ION

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

AS

SIG

NM

EN

T

OR

AL

TO

PIC

S A

ND

LO

's

CO

UR

SE

NA

ME

B

uil

din

g P

lan

nin

g &

Dra

win

g

CO

UR

SE

CO

DE

R

18

CE

31

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

107

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1

1.1

D

escr

ibe

types

of

dra

win

g a

nd i

ts p

urp

ose

. 1

.2

Expla

in

the

stan

dar

ds

adopte

d

whil

e pre

par

ing

dra

win

g.

1.3

S

elec

t th

e ap

pro

pri

ate

scal

e fo

r pre

par

ing

work

ing d

raw

ing.

1.4

S

tate

the

requ

irem

ent

of

go

od d

raw

ing.

1.5

D

raw

th

e co

nven

tion

al,

sym

bol,

si

gn

s u

sed

in

dra

win

g.

Req

uir

em

ent

of B

uil

din

g D

ra

win

g

1.1

D

efin

itio

n &

pu

rpose

s o

f buil

din

g d

raw

ing,

Req

uir

emen

ts o

f g

ood

bu

ildin

g

dra

win

g.

1.2

T

yp

es o

f bu

ild

ing d

raw

ings:

pre

lim

inar

y;

sub

mis

sion,

work

ing;

pre

sen

tati

on

& m

easu

red.

1.3

S

izes

of

dra

win

g p

aper

s &

bo

ard

s. G

ener

al L

ayo

ut

of

bu

ildin

g d

raw

ing.

Sca

les:

Sel

ecti

on o

f sc

ales

for

dra

win

g a

nd

met

ric

scal

es

for

arch

itec

tura

l &

bu

ildin

g d

raw

ing.

1.4

L

ette

rin

g &

dim

ensi

on

ing,

Nu

mber

ing o

f bu

ildin

g c

om

pon

ents

in d

raw

ing.

1.5

S

tan

dar

d s

ym

bols

& c

on

ven

tions

in b

uil

din

g d

raw

ing,

Colo

uri

ng t

he

bu

ildin

g p

lan

. F

old

ing o

f d

raw

ing s

hee

ts.

12

07

C

O1

2

2.1

D

escr

ibe

the

fact

ors

con

sid

ered

for

sele

ctio

n o

f

site

for

resi

den

tial

bu

ildin

g.

2.2

D

iscu

ss t

he

pri

nci

ple

s o

f pla

nn

ing a

nd

arch

itec

tura

l co

mposi

tion

s fo

r pla

nn

ing t

he

bu

ild

ing.

2.3

D

evel

op t

he

giv

en l

ine

pla

n b

y a

do

pti

ng v

ario

us

bu

ild

ing b

yla

ws.

2.4

S

tudy o

f d

evel

op

men

t co

ntr

ol

regu

lati

on f

or

pla

nnin

g b

uil

din

g.

Pla

nn

ing

of

Bu

ild

ing

s

2.1

S

elec

tion o

f buil

din

g s

ite,

ori

enta

tion &

su

n d

iagra

m.

2.2

P

rinci

ple

s o

f pla

nn

ing:

Asp

ect

& p

rosp

ect,

pri

vacy,

gro

upin

g,

roo

min

ess,

fu

rnit

ure

req

uir

emen

t, c

ircu

lati

on

, fl

exib

ilit

y,

sanit

atio

n,

eleg

ance

&

econ

om

y.

2.3

P

rinci

ple

s o

f ar

chit

ectu

ral

com

posi

tion

: U

nit

y,

mass

com

po

siti

on,

con

tras

t,

pro

port

ion

& s

cale

.

2.4

B

uil

din

g B

yla

ws:

Ten

em

ent

den

sity

, plo

t ar

ea,

gro

und

co

ver

age,

bu

ilt

up

area

, n

um

ber

of

store

y’s

/hei

gh

t an

d m

argin

al d

ista

nce

s fo

r re

sid

enti

al

(in

clu

din

g g

rou

p h

ousi

ng s

chem

es),

co

mm

erci

al,

ind

ust

rial

& s

peci

al t

yp

e o

f

bu

ildin

gs,

par

kin

g r

equ

irem

ent.

Intr

odu

ctio

n t

o D

CR

.

16

10

C

O2

3

3.1

C

oll

ecti

ng

subm

issi

on

d

raw

ing

and

pre

par

ing

ques

tion

er b

ased

on

it.

3.2

R

ead

, u

nd

erst

and

an

d

inte

rpre

t d

raw

ing

as

per

giv

en s

tan

dar

ds.

3.3

P

repar

e si

te

pla

n,

fou

ndat

ion

pla

n

by

ado

pti

ng

var

iou

s n

orm

s.

3.4

P

repar

e sc

hed

ule

d fo

r o

pen

ing an

d co

nst

ruct

ion

note

s.

Dra

win

g a

nd

Ch

eck

ing

Bu

ild

ing

Vie

ws

3.1

D

raw

ing &

ch

eckin

g b

uil

din

g p

lan

, el

evat

ion

, se

ctio

n.

3.2

F

ou

nd

atio

n p

lan

, ro

of

pla

n,

site

pla

n,

loca

tion

pla

n,

area

key/b

lock p

lan

,

layou

t pla

n.

3.3

P

rep

arin

g c

on

stru

ctio

n n

ote

s, s

ched

ule

s fo

r ro

om

fin

ish

es;

doors

& w

ind

ow

s

and

fix

ture

s &

fas

tenin

gs

for

do

ors

& w

indow

s.

12

07

C

O3

CO

UR

SE

NA

ME

B

uil

din

g P

lan

nin

g &

Dra

win

g

CO

UR

SE

CO

DE

R

18

CE

31

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

108

4

4.1

P

lan

nin

g o

f g+

1 s

tori

ed r

esid

enti

al b

un

gal

ow

in t

he

form

of

work

ing

dra

win

g.

4.2

P

repar

e bri

ef

area

sta

tem

ent.

4.3

D

iscu

ss t

he

gen

eral

req

uir

em

ent

of

bu

ildin

g.

4.4

P

repar

e th

e ch

eckli

st f

or

pla

nnin

g t

he

job.

Bu

ild

ing

Are

a C

alc

ula

tion

4.1

C

alcu

lati

on

of

Pli

nth

flo

or

& c

arp

et a

reas

. F

loor

Are

a R

atio

(F

AR

) or

Flo

or

Space

In

dex

(F

SI)

, V

olu

me

Plo

t R

atio

(V

PR

), P

repar

e bri

ef

are

a st

atem

ent.

Conce

pt

of

TD

R.

4.2

G

ener

al b

uil

din

g/s

pace

req

uir

em

ents

& n

orm

s fo

r var

iou

s fa

cili

ties

in t

he

resi

den

tial

bu

ildin

g.

4.3

P

lan

nin

g o

f pu

bli

c bu

ild

ings.

4.4

C

hec

k l

ist

for

pla

nn

ing t

he

job.

12

07

C

O4

5

5.1

D

iscu

ss t

he

nec

essi

ty o

f per

spect

ive

dra

win

g

and t

erm

s use

d.

5.2

P

repar

e on

e p

oin

t an

d t

wo p

oin

t per

spec

tive.

5.3

E

xpla

in

the

pro

ced

ure

fo

r g

etti

ng

pla

n

san

ctio

n f

rom

co

mp

eten

t au

thori

ty.

5.4

Id

enti

fy

char

ges

o

f sc

ruti

ny

fee,

h

ard

ship

, pre

miu

m a

nd

devel

op

men

t ch

arg

es.

Pre

sen

tati

on

Dra

win

g a

nd

Pla

n S

an

ctio

nin

g

5.1

P

ersp

ect

ive

Dra

win

g:

D

efi

nit

ion

, N

eces

sity

, P

rin

ciple

s of

per

spec

tive

of

dra

win

g,

Ter

m u

sed

in

per

spec

tive

dra

win

g.

Cla

ssif

icat

ion

s – O

ne

poin

t or

par

alle

l per

spect

ive,

tw

o p

oin

t or

angula

r p

ersp

ect

ive,

bir

ds

eye

per

spec

tive.

Axon

om

etri

c D

raw

ing:

Conce

pt,

pro

cedu

re &

use

s.

5.2

P

lan

San

ctio

nin

g P

roced

ure

, D

ocu

men

ts p

erta

inin

g t

o t

he

Rec

ord

s o

f la

nd

, E

ssen

tial

docu

men

ts r

equ

ired

for

pla

n s

anct

ion

ing d

ura

tion

of

san

ctio

nin

g

devia

tion

du

rin

g c

on

stru

ctio

ns.

Scr

uti

ny o

f bu

ildin

g d

raw

ing,

Scr

uti

ny f

orm

,

Devel

op

men

t ch

arg

es,

Scr

uti

ny f

ee h

ardsh

ip &

pre

miu

m.

16

10

C

O5

6

6.1

S

tate

th

e ag

enci

es

involv

ed

in

bu

ild

ing

ind

ust

ry i

ts r

ole

and r

espon

sibil

itie

s.

6.2

Id

enti

fy v

ario

us

pla

n p

assi

ng a

uth

ori

ty.

6.3

S

tudy var

iou

s norm

s fo

r gre

en b

uil

din

g a

nd

hig

h r

ise

bu

ildin

g.

Ag

en

cies

in

Bu

ild

ing I

nd

ust

ry

6.1

R

oll

of

var

iou

s agen

cies

in b

uil

din

g i

nd

ust

ry l

ike

ow

ner

, pro

mote

r, b

uil

der

,

legal

con

sult

ant,

con

trac

tor,

arc

hit

ect,

qu

anti

ty s

urv

eyor,

val

uer

, ar

bit

rato

r,

stru

ctu

ral

des

igner

, m

anag

em

ent

consu

ltan

t, la

nd

scap

e ar

ch

itec

t, sp

ecia

list

des

ign

er f

or

fou

nd

atio

n,

buil

din

g s

ervic

e con

sult

ant.

6.2

P

lan

san

ctio

nin

g a

uth

ori

ties

lik

e M

un

icip

al c

oun

cil,

Mu

nic

ipal

Corp

ora

tion

,

MR

DA

, N

TD

A,

CID

CO

, M

HA

DA

, M

IDC

etc

.

6.3

N

orm

& R

egu

lati

on

s fo

r G

reen

/ E

co-f

rien

dly

Bu

ildin

gs

in t

he

con

ten

ts o

f

Sola

r h

eati

ng,

Rai

n W

ater

har

ves

tin

g,

Sew

age

wat

er r

ecycl

ing,

pla

nta

tion

, ven

tila

tion

& l

igh

tin

g.

Norm

& R

egula

tion

for

hig

h R

ise

Buil

din

g.

12

07

C

O6



Page 109



S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

1. Collection of copy of submission drawing of a single or

multistoried, load bearing or framed bungalow, within the

jurisdiction of any urban local body, prepared by

professional architect or licensed engineer. Student is

expected to read the drawing carefully & submit in standard

format, supplied by the Department, the answers to few

question related with planning of the building on that

drawing.

02

03 12

CO2

CO3

2. Plan and Develop the G+1 storied framed structure

bungalow & preparing for the same, the working drawing on

A1 size drawing sheet to the scale of 1:100 or 1:200. The

drawing shall consist of ground floor plan, first floor plan,

road side or front elevation, minimum one section passing

through staircase &/or toilet block, foundation plan, site

plan, details of foundation for wall &/or column, details of

plinth & plinth filling, details of step block, details of lintel & chajja, details of compound wall & gate, detailed

construction notes, detailed schedule of openings & brief

area statement.

01

02

04

18

CO1

CO2

CO4

3. Planning a multistoried public building such as school, bank,

rural hospital, community hall, theatre etc. and preparing on

A1 size graph paper to suitable scale only line plan along

with schedule of openings & brief

specifications/construction notes.

04 08 CO4

4. Prepare one point or two point perspective of small

building. 05 08 CO5

Total 46

S.

No. Assignment

Topic

No.

Hours

Allotted

Mapped

CO

1 Collect Submission Drawing From renowned Architect and

Licensed Engineer. 03 02 CO3

2 Prepare Line plan for G+1 Storied Bungalow 02 04 CO2

3 Prepare One Point Perspective of Given Small Object 05 04 CO5

4 Prepare Two Point perspective of Given Small Object 05 04 CO5

Total 14

Sr.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total - 64 -



Page 110


ACTIVITIES

Rubrics for Practical:

Category 4 3 2 1

Understanding of

Drawing & Tools

Complete

Understanding

Substantial

Understanding

Some



Errors

75 % Free Of







Rubricks for Orals

Category 4 3 2 1

Delivery

Relaxed, Self

confident, show natural body

movement

Demonstrate quick

recovery from minor

mistake

Self conscious and monotone voice

Poorly performed


concise


concise Unclear

Incompletes and

not concise

Vocabulary Wide range of


is no repetition.

Quite Wide range of vocabulary and there is


Some new vocabulary and few

new expression

Student tends to repeat words all

the time.


effectively

Orderly and little


Body

Language


no nervous

expressions


few nervous

expressions

Do not keep eye

contact and few

nerves expressions

Do not Keep eye

contact and total

nervous

expressions

Category 4 3 2 1

Structure Very well structured Well constructed Structured but

missing links Unstructured

Understanding

of concepts

Complete

understanding Substantialunderstanding Some understanding

Limited

understanding

Graphics Neat ,accurate and

enhance understanding Neat and accurate

Some illustrations

are misleading and

redundant

Least accurate

and not neat

Timely

completion of

activity


Overall understanding




Page 111


Topic

No. Topic Title

Mapped CO

% OR

Emphasis




1 Requirement of Building

Drawing CO1 04 04 04 12

2 Planning of Buildings CO2 00 04 12 16

3 Drawing and Checking

Building Views CO3 -- 04 08 12

4 Building Area Calculation CO4 -- 04 08 12

5 Presentation Drawing and Plan

Sanctioning CO5 -- 04 12 16

6 Agencies in Building Industry CO6 04 08 -- 12

Total 08 28 44 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R State the requirement of good building drawing.

2 1 CO1 U Describe the various principle of planning.

3 1 CO1 A Apply various building by laws for planning a

residential building.


• BOOKS

Sr.


1 1 Building Drawing, Shah, Kale & Patki, Tata McGraw Hill Co., Delhi

2 2 Civil Engg. Drg. & House Planning, B. V. Verma, B. V. Verma, Delhi 6.

3 3 Civil Engg. Drawing, M. Chakraborti, M. Chakraborti,Kolkotta

4 4 Civil Engg. Drawing, S. V. Deodhar, Vrinda, Jalgaon.

5 Civil Engg. Drawing Work Book -- T TT I , Bhopal.

5 6 Planning & Design of Buildings Y.S. Sane PVG, Pune.

6 7 Building Construction, Vol. I to IV W. B. Mackey. Longman,Newyork.

7 8 National Building Code 2005 -- Bureau of Indian Standards

8 9 Civil Engineering Drawing V B Sikka Katson Books

10 Construction Technology, Vol. I to

IV Barry, Lockwood, London.



Page 112

• WEBSITES

S. No. ADDRESS

1 www.archtectview.com

2 www.greatbuildings.com

3 www.wikipedia.com

4 www.archtectview.com

5 www.greatbuildings.com

6 www.wikipedia.com



1 Prof. R. S. Kengale, Lecturer, Civil 9881293044 [email protected]

COURSE NAME Building Construction COURSE CODE R18CE3103


Page 113



Course Name Building Construction Course code R18CE3103



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

4 2

80 20 15 - 10 - 25 - - 125




Oral -OR

1. RATIONALE

Building Construction is core subject in civil engineering. A civil engineer is identified with the construction of building. It is imperative for him to know thoroughly the different

construction process with respect to facts, concepts, principles and procedures related to building construction system, so that student can effectively plan, execute building

construction work with quality so that a strong and pleasing structure is added to the environment. The site engineers should be able to guide the artisans on the site. Course

contents shall make the student conversant with the various procedures encompassing the

construction of a building.


Implement safe building construction practices.



1. Identify various components of building and Set out the building on ground.

2. Demonstrate the procedure for construction of masonary.

3. Enlist different types of arches, lintels, doors and windows and its uses also prepare

checklist for various items in building construction.

4. Describe the procedure for construction of floors and roof also states the different

means of vertical circulation.

5. Describe the procedure for plastering and pointing.

6. State different types of paint and describe the procedure for application of paint on

various surface.

CO

UR

SE

NA

ME

B

uil

din

g C

on

stru

ctio

n

CO

UR

SE

CO

DE

R

18

CE

310

3

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

114

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Bu

ild

ing

Co

nst

ru

cti

on

Co

urse

Cod

e:

R1

8C

E3

10

3

PO

1

Basi

c a

nd

Dis

cip

lin

e

Sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t of

Solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d

Test

ing

PO

5

Eng

ineeri

ng P

racti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

ervis

ion

an

d m

ain

ten

an

ce

CO

1

3

2

1

1

1

3

CO

2

0

2

3

1

1

1

CO

3

1

2

3

1

CO

4

2

3

1

1

CO

5

1

3

2

1

CO

6

1

1

3

1

2

1

Rat

ing s

cale

‘3

’ fo

r h

igh

, ‘

2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

for

no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

'S

TH

EO

RY

OU

TC

OM

E

EN

D E

XA

MIN

AT

ION

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

B

uil

din

g C

on

stru

ctio

n

CO

UR

SE

CO

DE

R

18

CE

31

03

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

115

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

D

escr

ibe

var

ious

com

po

nen

t p

arts

of

buil

din

g.

1.2

E

xp

lain

th

e pro

cedu

re

for

sett

ing

out

of

buil

din

g,

also

ju

stif

y th

e su

itab

le

typ

e o

f

foun

dat

ion a

s p

er t

he

giv

en s

ituat

ion.

1.3

S

tate

th

e dif

fere

nt

typ

es

loads

act

ing

on

stru

cture

.

1.4

D

iscu

ss t

he

bas

ic r

equir

emen

t o

f b

uil

din

g.

1.5

P

rep

are

th

e ch

eckli

st.

Bu

ild

ing

Com

pon

ents

, fo

un

da

tion

an

d s

etti

ng

ou

t fo

r B

uil

din

g.

1.1

D

efin

itio

n o

f B

uil

din

g,

bas

ic r

equir

emen

t o

f b

uil

din

g,

typ

es o

f st

ruct

ure

& c

om

par

ison.

1.2

B

uil

din

g

com

pon

ents

and th

eir

fun

ctio

n,

Loads

acti

ng o

n fo

undat

ion,

Bea

ring c

apaci

ty-

def

init

ion,

typ

es,

fact

ors

aff

ecti

ng &

ways

to i

mpro

ve.

1.3

F

oun

dat

ion –

def

init

ion,

clas

sifi

cati

on,

req

uir

emen

t, f

unct

ion,

nec

essi

ty

& t

hei

r su

itab

ilit

y.

1.4

S

etti

ng o

ut

of

Load b

eari

ng &

fra

med

str

uct

ure

on g

rou

nd.

Pre

cauti

ons

whil

e se

ttin

g o

ut

of

Buil

din

g.

1.5

C

hec

kli

st f

or

exca

vat

ion,

PC

C,

const

ruct

ion o

f fo

und

atio

n,

& c

hec

kli

st

for

Lin

e-out

of

Buil

din

g.

16

10

C

O1

2

2.1

D

iscu

ss t

he

gen

eral

poin

ts t

o b

e co

nsi

der

ed

for

const

ruct

ion m

aso

nar

y.

2.2

C

lass

ify t

he

typ

es o

f m

aso

nar

y a

nd j

ust

ify

suit

able

typ

e as

per

th

e giv

en s

ituat

ion.

2.3

S

tate

the

dif

fere

nt

term

s use

d i

n m

aso

nar

y

const

ruct

ion.

2.4

D

efin

e m

ort

ar.

Als

o s

tate

the

funct

ion a

nd

req

uir

emen

t o

f m

ort

ar.

2.5

P

rep

are

th

e ch

eckli

st.

Maso

nry

Con

stru

ctio

n

2.1

B

rick

Mas

onry

– D

efin

itio

n,

Pri

nci

pal

of

Bri

ck m

aso

nry

co

nst

ruct

ion,

term

s use

d i

n b

rick

mas

onry

, si

zes

, B

onds

in b

rick

mas

onry

, R

ule

s in

Bon

din

g,

En

gli

sh,

Fle

mis

h,

Hea

der

, st

retc

her

b

ond

. C

om

par

ison

of

Engli

sh a

nd F

lem

ish B

on

d,

Var

ious

form

s o

f B

rick

maso

nry

2.2

S

tone

mas

onry

– D

efin

itio

n,

clas

sifi

cati

on,

Ter

ms

use

d i

n s

ton

e m

ason

ry,

Gen

eral

p

rin

cip

les

in

the

const

ruct

ion

stone

mas

on

ry,

com

par

iso

n

of

ston

e an

d B

rick

mas

onry

.

2.3

B

lock

mas

onry

, si

tuat

ion w

her

e blo

ck m

aso

nry

is

use

d,

rein

forc

ed b

rick

mas

onry

, ca

vit

y w

all,

co

mp

osi

te m

ason

ry.

2.4

M

ort

ar –

def

init

ion,

typ

es,

funct

ion,

req

uir

emen

t &

pro

port

ions.

2.5

C

hec

kli

st f

or

Bri

ck m

aso

nry

, st

one

mas

onry

.

12

07

C

O2

3

3.1

D

efin

e ar

ch an

d li

nte

l. S

tate

th

e fu

nct

ion

and t

yp

es.

3.2

D

escr

ibe

the

typ

es o

f op

enin

g f

or

the

giv

en

situ

atio

n w

ith s

ket

ches

.

Arc

hes

, L

inte

ls,

Doors

& W

ind

ow

s 3

.1 A

rch –

Def

init

ion,

funct

ion,

typ

es,

tech

nic

al t

erm

s in

arc

h w

ork

, st

abil

ity

of

an a

rch.

3.2

Lin

tel

– D

efin

itio

n,

fun

ctio

n,

typ

es,

mat

eria

l use

d,

advanta

ges

over

arc

h.

12

07

C

O3

CO

UR

SE

NA

ME

B

uil

din

g C

on

stru

ctio

n

CO

UR

SE

CO

DE

R

18

CE

31

03

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

116

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

3.3

S

ate

the

req

uir

emen

t o

f do

ors

an

d

win

do

ws.

3.4

E

xp

lain

the

pro

ced

ure

for

erec

tion o

f d

oo

rs

and w

ind

ow

s.

3.5

P

rep

are

th

e ch

eckli

st.

Chaj

ja o

r w

eath

er s

had

e nec

essi

ty a

nd t

yp

es.

3.3

Doors

- D

oor

fram

e co

mp

onen

ts,

typ

es o

f d

oors

, T

echnic

al t

erm

s use

d i

n

do

ors

an

d w

ind

ow

s, f

un

ctio

n,

mat

eria

l use

d,

size

& L

oca

tio

n o

f do

ors

,

pro

cedu

re f

or

fixin

g o

f doo

r fr

am

e, t

ech

nic

al d

esig

nat

ion o

f d

oor,

fas

tenin

g

& f

ixtu

res

req

uir

ed &

th

eir

stan

dar

d p

osi

tio

n o

n s

hutt

er.

3.4

Win

do

w -

Co

mp

onen

t an

d t

yp

es o

f w

indo

w,

funct

ion,

mat

eria

l, s

izes

&

loca

tion

of

win

do

w,

pro

ced

ure

fo

r fi

xin

g

of

win

dow

, D

esig

nat

ion

of

Win

dow

, fa

sten

ing &

fix

ture

s re

quir

ed.

3.5

Chec

kli

st –

fo

r d

oor

fram

e &

shutt

er fi

xin

g,

for

MS

Win

dow

, w

indo

w

fram

e, A

lum

iniu

m W

ind

ow

fix

ing.

4

4.1

S

tate

th

e ty

pes

of

floors

an

d f

loor

finis

hes

.

4.2

E

nli

st t

he

typ

es o

f tr

uss

, ro

of

and r

oofi

ng

mat

eria

l al

so

just

ify

the

suit

abil

ity

for

giv

en s

ituat

ion.

4.3

D

escr

ibe

the

mea

ns

of

ver

tica

l ci

rcula

tion.

4.4

E

xp

lain

th

e p

roce

du

re

for

layi

ng

of

flo

ori

ng ti

les

and fi

xin

g ro

of

cover

ing o

n

roof.

4.5

P

rep

are

th

e ch

eckli

st.

Flo

ors

, R

oofs

An

d S

tair

s 4

.1 F

loors

– C

on

cept,

Req

uir

emen

t, c

onst

ruct

ion d

etai

ls o

f co

ncr

ete,

til

es a

nd

stone

floori

ng

4.2

Flo

or

finis

hes

– t

ypes

and i

ts s

uit

abil

ity,

ind

ust

rial

flo

ori

ng,

tools

req

uir

ed,

Pro

cess

o

f fl

oori

ng,

finis

hin

g &

poli

shin

g.

Pro

ced

ure

fo

r fi

xin

g ti

les

in

W.C

. &

Bat

hro

om

.

4.3

R

oof

- N

eces

sity

, ty

pes

, re

quir

emen

t,

com

pon

ent,

R

oo

f tr

uss

es,

roo

f

stru

cture

for

supp

ort

ing r

oo

fin

g m

ater

ial.

Roo

fing m

ater

ial,

Layi

ng,

fixin

g

det

ails

of

tile

d &

shee

t ro

ofi

ng.

4.4

Sta

irs

and v

erti

cal

circ

ula

tio

n -

Mea

ns

of

ver

tica

l co

mm

un

icat

ion,

typ

es o

f

stai

rcas

e,

com

po

nen

t &

te

rms

use

d

in

stai

r,

Const

ruct

ional

det

ails

o

f

R.C

.C.

stai

r, f

un

ctio

nal

des

ign,

intr

odu

ctio

n t

o l

ift

& e

scal

ato

rs.

4.5

C

hec

kli

st –

fo

r fl

oori

ng.

16

10

C

O4

5

5.1

E

nli

st

dif

fere

nt

typ

es

of

tools

use

d

for

pla

ster

ing a

nd p

oin

tin

g.

5.2

D

escr

ibe

the

pro

cedu

re

of

pai

nti

ng

and

poin

ting.

5.3

S

tate

co

mm

on

def

ect

s in

p

last

er

and

its

rem

edia

l m

easu

res.

5.4

S

ug

ges

t sp

ecia

l d

ecora

tiv

e p

last

er.

5.5

P

rep

are

th

e ch

eckli

st.

Pla

ster

ing &

Poin

tin

g

5.1

Pla

ster

ing -

Nec

essi

ty,

Typ

es,

mat

eria

l re

quir

ed,

term

s use

d i

n p

last

erin

g,

tools

req

uir

ed.

Pro

ced

ure

for

inte

rnal

& e

xte

rnal

pla

ster

ing.

5.2

Sp

ecia

l d

ecora

tive

pla

ster

lik

e H

erit

age

pla

ster

, to

wel

pla

ster

, w

all

pap

er

etc.

5.3

Co

mm

on d

efec

ts o

f pla

ster

– c

ause

s an

d r

emed

ial

mea

sure

s.

5.4

Poin

tin

g –

Def

init

ion,

nec

essi

ty,

Typ

es o

f p

oin

tin

g,

funct

ion,

pre

para

tion o

f

surf

ace

& a

ppli

cati

on.

12

07

C

O5

CO

UR

SE

NA

ME

B

uil

din

g C

on

stru

ctio

n

CO

UR

SE

CO

DE

R

18

CE

31

03

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

117

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

5.5

Ch

eckli

st f

or

– i

nte

rnal

pla

ster

ing,

exte

rnal

pla

ster

ing &

poin

tin

g.

6

6.1

E

nli

st d

iffe

rent

typ

es o

f p

aint

also

des

crib

e

var

ious

ingre

din

ts i

n p

aints

.

6.2

S

tate

th

e n

eces

sity

of

pai

nti

ng

and

wal

l

claddin

g.

6.3

D

escr

ibe

the

pro

ced

ure

fo

r ap

pli

cati

on

of

pai

nt

on v

ario

us

surf

ace

.

6.4

P

rep

are

th

e ch

eckli

st.

Pa

inti

ng a

nd

Wall

cla

dd

ing

6.1

Pai

nti

ng -

Typ

es,

ob

ject

s o

f p

ainti

ng,

tools

req

uir

ed fo

r pai

nti

ng,

term

s

use

d,

Ingre

die

nt

of

pai

nt.

6.2

Pre

par

atio

n o

f p

aint.

A

pp

lica

tio

n o

f pai

nts

on

dif

fere

nt

surf

aces

, w

hit

e

was

hin

g,

colo

ur

was

hin

g,

dis

tem

per

ing,

pre

cauti

ons

to

be

tak

en

bef

ore

app

lyin

g p

aints

.

6.3

D

efec

ts i

n p

ainti

ng.

6.4

W

all

clad

din

g –

mat

eria

l an

d m

etho

d,

wal

l pap

erin

g a

nd g

lazi

ng w

ork

.

6.5

Ch

eckli

st –

inte

rnal

& e

xte

rnal

pai

nti

ng.

12

07

C

O6



Page 118



S.

No. Practical

Topi

c No.

Hours

Allotted

Mapped

CO

1

Draw Section through a wall showing - foundation, plinth

masonry, damp proof course, plinth filling, step block at

entrance or at rear, a door, a window, lintels, a chhajja, a balcony, a parapet etc.

01 02 CO1

2 Draw Plan and section showing stepped footing for wall and

sloped footing for a column.( (dimensioned) 01 02 CO1

3 Draw sketch showing under reamed pile and plan and section

showing grillage foundation. 01 02 CO1

4

Draw different forms of brick portion. Isometric view showing

one brick thick English bond and terms related with brick

masonry.

02 02 CO2

5 Draw neat sketch showing Plan & sectional elevation of

different types of stone masonry. 02 02 CO2

6 Draw Elevation, sectional Plan and sectional side view of a fully glazed steel window fabricated from Z & T Sections or

Aluminum sliding window.

02 03 CO3

7 Draw Elevation, sectional Plan and sectional Side view of

partly paneled, partly glazed timber door with ventilator. 03 02 CO3

8 Draw neat sketch showing elevation and sectional plan

showing solid core and hollow core flush door. 03 02 CO3

9 Sketches showing various terms related with stair and

common types of stairs. 04 02 CO4

10 Draw typical isometric view and plan of pitched roof. 04 02 CO4

11 Draw Timber king post truss (4m span) & Steel queen post

truss (9m span). 04 02 CO4

-- Total -- 22 --

S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Reports on minimum one ongoing construction site visits. 01-06 04 CO1-

CO6

2 Line out for framed or load bearing structure building. 01 02 CO1

3 Prepare check list for supervision of minimum 10 item

related to building constructions 01-06 02

CO1-

CO6

-- Total -- 8 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --



Page 119


ACTIVITIES

Rubrics for Preparation of Term Work

Category 4 3 2 1

Behavior Never display

disruptive behavior Rarely display occasionally almost

Writing

Well written

organized clear and

easy

Adequately Fairley Poorly


concise

Mostly clear and

little concise Unclear

Incompletes and

not concise

Effort Always on task Mostly Sometime Rarely


effectively

Orderly and little



Category 4 3 2 1



Unstructured

Understanding Of

Concepts

Complete

Understanding Substantialunderstanding

Some

Understanding

Limited

Understanding

Graphics Neat ,Accurate And Enhance

Understanding

Neat And Accurate

Some

Illustrations Are Misleading And

Redundant

Least Accurate And Not Neat

Timely Completion Of

Activity Maximum Moderate Satisfactory Least



Topic

No. Topic Title

Mapped CO

%

OR

Emphasis




1 Building Components,

foundation and setting out for

Building.

CO1- 100 04 08 04 16

2 Masonry Construction CO2-100 04 04 04 12

3 Arches, Lintels, Doors &

Windows CO3-100 04 08 00 12

4 Floors, Roofs And Stairs CO4-100 04 08 00 16

5 Plastering & Pointing CO5-100 04 08 00 12

6 Painting and Wall cladding CO6-100 02 06 04 12

Total 22 42 12 80



Page 120

10. SAMPLE MODEL QUESTION BANK FOR THEORY AND TEST EXAMINATIONS

S. No

Topic Mapped

CO Cognitive level

R/U/A Question

1 1 CO1 R Enlist different component parts of the building.

2 1 CO1 U State the function of foundation

3 1 CO1 A Suggest the suitable type of foundation


S.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R List the tools and equipment required for setting out

2 1 CO1 U Describe the procedure for setting out of building on

ground

3 1 CO1 A Explain how center of column transferred on ground


• BOOKS

Sr.


1 Building construction and Materials

Sushil Kumar Standard Publication, N.Delhi.

2 A to Z practical Building

Construction & its Managemnt

Mantri Institute’s

(Sandeep Mantri) Satya Prakashn, New Delhi.

3 Building Construction &

Construction Materials

G.S.Birdie & T.D.

Arora Dhanpat Rai & Sons, Delhi-6.

4 Building Construction & Tech. Arora & Bindra Dhanpat Rai & Sons, Delhi.

5 Building Construction & Material Sushil Kumar Standard Publication, Delhi-6.

6 Construction Technology, Vol. 1 R. Chudley Longman (ELBS).

7 Building Construction S.C. Rangwala Chartar Book Stall, Anand.

8 Bulidng Construction Vol.1 to IV W.B. Mackay Loangman (ELBS).

• MAGAZINES AND JOURNALS

S. No. Title of Magazine/Journal


2 The Master Builder


4 Sourcing Hardware For a Complete Building Products Business



Page 121

S. No. Title of Magazine/Journal

5 Construction World

• WEBSITES

S. No. ADDRESS

1 http://nptel.ac.in/syllabus/105102088/

2 http://www.theconstructioncivil.org/type-of-brick-bonds

3 http://theconstructor.org/building/type-of-partition-walls/3754

4 https://www.osha.gov/Publications/OSHA3252/3252.html

5 http://www.engineerwing.com/2012/10/tremix-flooring.html

6 http://nptel.ac.in/courses/Webcourse.../Composite%20Materials/.../LNm1.pdf

7 https://en.wikipedia.org/wiki/Fibre-reinforced_plastic.

8 https://cdn.intechopen.com/pdfs-wm/41941.pdf

9 http://home.iitk.ac.in/~mohite/Composite_introduction.pdf

10 http://www.vdfflooring.in/faqs.html

11 http://theconstructor.org/building/buildings/eco-friendly-building-

materials/720

12 http://nptel.ac.in/courses/105103093/21




COURSE NAME Civil Engineering Workshop & Practice COURSE CODE R18CE3104


Page 122



Course Name Civil Engineering Workshop and

Practice Course code R18CE3104



Teaching scheme

Evaluation scheme

Direct assessment- Weightage - 80 %



Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

- 2

- - 25 -- -- - 25 - @25 50



End Semester Examination - ESE, Two Tests Average - TTA, Term Work - TW, Student Activity - SW,

Assignments – AS, Tutorials- TU, Oral - OR

1. RATIONALE

Civil diploma technician is expected to have basic skills in Carpentry, Masonry, Welding, Fitting,

Drilling, Tapping, plumbing works etc. Therefore, students should be given basic practices of these skills

with the safety aspects required for the same. The course of Civil Engineering Workshop Practices would facilitate the development of basic skills a Diploma holder is expected to posses. He/she should be able to

supervise construction activities like brick masonry, woodwork, concerting, welding, finishing etc.

including quality control and maintenances of safety to self, coworkers and the constructed components

of the building. The students are advised to practice each of the experiences with an understanding of necessary technical aspects and safety precautions needed to be observed.


Perform basic task and follow safety norms for handling materials, tools and equipments required for each

construction activity



1. Identify various component parts of the structure.

2. Perform various basic activities related to building construction.

3. Identify various tools and equipment required to perform the task.

4. Hands-on tools and equipment with safety norms.

5. Study technical aspects and safety precautions.

CO

UR

SE

NA

ME

C

ivil

En

gin

eeri

ng W

ork

shop

& P

ract

ice

C

OU

RS

E C

OD

E

R18C

E3

104

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy

, P

un

e 1

, C

ivil

En

gin

ee

rin

g D

ep

art

me

nt,

R1

8 C

urr

icu

lum

Pa

ge

123

4.

CO

–P

O M

AT

RIX

Rat

ing

sca

le ‘

3’

for

hig

h, ‘

2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

for

no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

O

UT

CO

ME

TE

RM

WO

RK

OR

AL

Co

urse

Na

me:

Civ

il E

ng

ineerin

g w

ork

sho

p

& P

racti

ce

Co

urse

Co

de:

R1

8C

E3

104

PO

1

Basi

c a

nd

Dis

cip

lin

e

Sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Dev

elo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eerin

g

To

ols

,

Exp

erim

en

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g P

racti

ces

for S

ocie

ty,

sust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Man

ag

em

en

t

PO

7

Lif

e-L

on

g

Learn

ing

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

execu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

1

1

CO

2

1

2

3

1

2

CO

3

1

3

1

1

CO

4

1

1

2

1

CO

5

1

3

1

1

CO

6

1

1



Page 124

6. PRACTICAL –ASSIGNMENTS-STUDENT ACTIVITIES-

(Separate table for each)

S. No. Practical Hours

Allotted

Mapped

CO

1 Dry bonding –Box Pillar, English Bond and Flemish Bond 04 CO1,CO2

2 Checking line, level and plumb with various tools. 04 CO1,CO2

3 Preparing Concrete (M10 or M15), cement mortar, paint. 04 CO2

4 Study of different hand tools and equipment used on site for performing various task.

02 CO3,CO4

5 Performing reinforcement cutting, bending and fitting for various

framed components. 04 CO4

6 Demonstration of tiling/plastering/pointing/painting. 04 CO2

7 Study of various house water supply and drainage fixtures. 02 CO1

8 Identify recent material rates through market survey. 02 CO5

9 Collect item rate and labour rate of various construction activity through actual site visit.

02 CO2

10 Preparing site visit report on minimum five construction items. 04 CO5

-- Total 32 --

7. EVALUATION SCHEME FOR PRACTICAL / ASSIGNMENTS / STUDENT

ACTIVITIES


Category 4 3 2 1

Experimental

procedure & handling of the

instruments

Follows procedure

as instructed and

safe & correct

handling of the instruments

Little oversight

towards procedure, safety & handling of

the instruments

Considerable

oversight towards

procedure, safety

and handling of the instruments

Careless about

the procedure

safety &

handling of the instruments.

Data

documentation,

data analysis &

results interpretation

Correct

Documentation of all data,

Correct calculations

and

Error in result worked out

correctly is within

the limit

Correct

documentation of majority of data,

Minor errors in

calculations and

Error in results worked out correctly

is not within the

limit

Incorrect

documentation of

majority of data,

Major errors in calculations and

Error in result

Worked out incorrectly.

Incomplete &

wrong documentation

of data,

Incomplete &

wrong calculations and

Error in result

not worked out.


share to work Sometimes depends

on others to Many times

depends on others Always

depends on



Page 125

Category 4 3 2 1

complete the work to complete the

work

others to

complete the

work

Timely completion of activity


Overall


Rubricks for Orals

Category 4 3 2 1

Delivery

Relaxed, Self

confident, show

natural body

movement

Demonstrate quick

recovery from minor

mistake

Self conscious and



concise


concise Unclear

Incompletes and

not concise

Vocabulary

Wide range of


is no repetition.

Quite Wide range of



Some new

vocabulary and few

new expression

Student tends to

repeat words all the

time.


effectively

Orderly and little


Body

Language


no nervous

expressions


few nervous

expressions

Do not keep eye

contact and few

nerves expressions

Do not Keep eye

contact and total

nervous

expressions


ACTIVITIES

• BOOKS

Sr. No Title Author Publication

1 The Practical design of Structural Elements in

Tim. Bull, J.W Gower Press, 1989

2 PWD - Standard Data Book for Building Work PWD PWD, Govt. of

Maharashtra, Mumbai.

3 CP WD work manual CPWD CPWD , New Delhi

4 District Scheduled of Rates PWD PWD, Govt. of

Maharashtra, Mumbai.

5 A to Z of Practical Building Construction & its Management

Sandeep Mantri Satya Prakashan, New Delhi.



Page 126

• WEBSITES

Sr. No. Address

1 http://www.maharashtra.gov.in/

2 cpwd.gov.in/

3 www.mahapwd.com/

4 http://www.iamcivilengineer.com/ -building-design




COURSE NAME Surveying - I COURSE CODE R18CE3105


Page 127



Course Name Surveying - I Course code R18CE3105


COURSE TEACHING, ASSESSMENT AND EVALUATION SCHEME

Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

3 4

80 20 25 25 - - 50 25 - 175



End Semester Examination - ESE, Two Tests Average - TTA, Term Work - TW, Student Activity- SW,

Assignments – AS, Tutorials - TU, Oral - OR

1. RATIONALE

One of the main concerns of civil engineering diploma pass out is land survey work required to be

carried out for many civil engineering works either in their stage of planning or execution. Through

this course it is intended to accustom the students about the principles, concepts, facts, & procedures

in Surveying. With this knowledge & Skills, he will be able to select & use appropriate techniques &

instruments to establish controls, locate details, measure distances & directions, reduce positions;

distances; areas, maintain the survey instruments and prepare various types of survey drawings. These

drawings are used in decision making in planning, designing, estimation and execution.


Carry out surveys for civil engineering works


After completing this course students will be able to

1. Select the type of survey for given situation. 2. Carry out survey to locate details over a property/estate & find out its area.

3. Prepare plans by plane table surveying 4. Conduct tape and compass survey.

5. Select and use levelling instrument appropriate to the situation. 6. Determine difference in elevations between the ground points.

CO

UR

SE

NA

ME

Su

rve

yin

g -

I

CO

UR

SE

CO

DE

R

18

CE

31

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

12

8

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Su

rveyin

g –

I

Co

urs

e C

od

e:

R1

8C

E3

10

5

PO

1

Basi

c a

nd

Dis

cip

lin

e

Sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eeri

ng

To

ols

,

Exp

eri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

Env

iro

nm

en

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

ervis

ion

an

d m

ain

ten

an

ce

CO

1

3

2

1

CO

2

2

2

3

1

CO

3

1

1

3

1

1

CO

4

2

2

3

1

1

CO

5

3

2

1

CO

6

1

1

2

1

1

1

Rat

ing s

cal

e‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

fo

r no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

PR

AC

TIC

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

S

urv

ey

ing

- I

C

OU

RS

E C

OD

E

R18

CE

310

5

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

12

9

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Intr

od

uct

ion

to S

urv

eyin

g &

Lin

ear

Mea

sure

s 1

.1

Def

ine

surv

eyin

g a

nd s

tate

obje

ctiv

es o

f su

rveyin

g.

1.2

C

lass

ify t

he

surv

eyin

g o

n d

iffe

rent

bas

is.

1.3

U

se a

pp

ropri

ate

surv

ey

stat

ion a

nd l

ine.

1.4

L

ist

use

s of

surv

eyi

ng.

1.5

E

xp

lain

th

e pri

nci

ple

s o

f su

rveyin

g.

1.6

Il

lust

rate

duti

es o

f a

surv

eyo

r.

1.7

S

elec

t li

nea

r m

easu

res

app

rop

riat

e to

th

e si

tuat

ion.

1.1

Def

init

ion &

obje

ctiv

es o

f su

rveyi

ng,

Map

& P

lan,

Unit

s fo

r

dis

tan

ces.

P

rim

ary &

sec

on

dar

y c

lass

ific

atio

n o

f su

rveyin

g.

Tra

ver

sing –

Co

nce

pt,

typ

es &

app

lica

tio

ns.

1.2

Top

ogra

phic

al,

Cad

astr

al,

Cit

y &

E

ngin

eeri

ng

surv

eys.

Pri

nci

ple

s of

Surv

eyin

g.

Duti

es o

f a

surv

eyo

r. S

urv

ey

stat

ions

& l

ines

. F

ixin

g o

f su

rvey

sta

tions.

Use

s o

f su

rvey

ing.

1.3

Lin

ear

Mea

sure

s: I

nst

rum

ent

for

mar

kin

g o

f st

atio

ns

– P

egs,

arro

ws

&

ran

gin

g

rods.

In

stru

men

ts

for

mea

sure

men

t of

dis

tan

ces

- ch

ains

(only

intr

odu

ctio

n),

tap

es,

ED

M.

12

7

CO

1

2

Su

rvey

wit

h l

inea

r m

easu

res

2.1

S

elec

t th

e m

eth

od o

f ra

ngin

g.

2.2

C

arry

out

chai

nin

g o

n f

lat

& s

lopin

g g

roun

d

2.3

L

ist

and

avoid

/min

imiz

e m

ista

kes

/err

ors

in

su

rvey

wit

h l

inea

r m

easu

res.

2.4

C

hec

k t

he

surv

ey w

ith l

inea

r m

easu

re f

or

acc

ura

cy t

o

the

exte

nt

of

erro

r ad

mis

sib

le.

2.5

C

alcu

late

an

d a

pp

ly t

he

corr

ecti

ons

in m

easu

rem

ent

of

dis

tance

s.

2.6

S

ug

ges

t m

eth

od o

f off

sett

ing.

2.7

C

om

pute

are

a o

f fi

eld b

y t

ape

and c

ross

sta

ff s

urv

ey.

2.1

Pri

nci

ple

of

surv

ey w

ith l

inea

r m

easu

re.

Ran

gin

g:

Def

init

ion,

typ

es o

f ra

ngin

g,

op

tica

l &

LA

SE

R r

ang

ers.

2.2

Chai

nin

g

on

flat

&

sl

op

ing

gro

und.

Ob

stac

les

in

chai

nin

g.

Err

ors

&

m

ista

kes

in

ch

ainin

g.

Deg

ree

of

acc

ura

cy

in

chai

nin

g.

2.3

Corr

ecti

ng

dis

tan

ces,

ar

eas

&

volu

mes

fo

r in

corr

ect

linea

r

mea

sure

s. T

ape

surv

eyi

ng.

2.4

Def

init

ion &

typ

es o

f O

ffse

ts.

Off

sett

ing i

nst

rum

ents

- o

pen

cross

st

aff,

op

tica

l &

L

AS

ER

sq

uar

es.

Nu

mb

ers

of

off

set.

Tap

e &

cro

ss s

taff

surv

ey.

Unit

s fo

r ar

eas.

16

10

C

O2

3

Pla

ne

tab

le S

urv

ey

3.1

S

tate

th

e use

of

acce

ssori

es w

ith a

pla

ne

tab

le.

3.2

C

arry

out

tem

po

rary

adju

stm

ents

of

a p

lane

table

.

3.3

D

escr

ibe

met

ho

ds

of

pla

ne

tab

lin

g.

3.4

S

elec

t sc

ale

of

plo

ttin

g f

or

surv

ey d

raw

ing.

3.5

P

rep

are

pla

n o

f pro

per

ty/e

stat

e usi

ng a

pla

ne

tab

le.

3.6

L

ist

the

erro

rs i

n p

lane

tab

le s

urv

eyin

g.

3.7

D

raw

th

e co

nv

enti

on

al s

ym

bols

on s

urv

ey d

raw

ings.

3.1

Pla

ne

tab

le

&

the

outf

it.

Tel

esco

pic

&

E

DM

al

idade.

Tem

pora

ry

adju

stm

ents

o

f a

pla

ne

tab

le.

Ori

enta

tio

n

–

con

cep

t, i

mp

ort

an

ce &

typ

es.

3.2

Met

hods

of

Pla

ne

table

su

rvey:

radia

tion,

inte

rsec

tion,

trav

ersi

ng &

res

ecti

on.

Pla

in S

cale

s. C

onv

enti

onal

sym

bols

.

3.3

Mer

its

&

dem

erit

s of

pla

ne

tab

ling.

Err

ors

&

deg

ree

of

acc

ura

cy.

Rec

ord

s p

erta

inin

g t

o l

an

d &

solv

ing a

tip

pan

.

12

7

CO

3

CO

UR

SE

NA

ME

S

urv

ey

ing

- I

C

OU

RS

E C

OD

E

R18

CE

310

5

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

13

0

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4

Com

pass

su

rvey

4.1

S

tate

typ

es o

f b

eari

ngs

an

d m

erid

ians.

4.2

U

se

pri

smat

ic

com

pas

s to

m

easu

re

fore

an

d

back

magn

etic

bea

rings

of

the

lines

.

4.3

C

on

ver

t w

hole

cir

cle

bea

rin

gs

in t

o r

edu

ced

bea

rin

gs

and v

ice

a v

ersa

.

4.4

C

alcu

late

tra

ver

se a

ngle

s fr

om

th

e b

eari

ngs.

4.5

C

om

pute

bea

rings

free

of

erro

r du

e to

lo

cal

attr

act

ion

and d

ecli

nat

ion.

4.6

L

ist

the

erro

rs,

pre

cauti

ons

an

d d

egre

e o

f acc

ura

cy i

n

com

pas

s su

rveyin

g.

4.7

P

rep

are

a p

lan o

f an a

rea

from

dat

a co

llec

ted i

n i

ts

com

pas

s tr

av

erse

surv

ey.

4.1

Intr

od

uct

ion.

Sys

tem

s o

f an

gle

m

easu

rem

ent.

C

on

cept

of

dir

ect

& d

efle

ctio

n a

ngle

s an

d b

eari

ng.

Mer

idia

n &

its

typ

es.

Fore

& b

ack b

eari

ng.

4.2

Sys

tem

s o

f b

eari

ng d

esig

nat

ion.

Red

uci

ng a

ngle

s fr

om

wh

ole

circ

le b

eari

ngs.

An

gula

r er

ror

of

closu

re.

Const

ruct

ion &

use

of

pri

smat

ic c

om

pas

s.

4.3

Con

cep

t,

cause

s,

effe

cts

of

loca

l at

trac

tion.

Pre

cauti

ons

to

avoid

lo

cal

attr

acti

on.

Corr

ecti

ng

whole

ci

rcle

b

eari

ngs

for

loca

l at

tract

ion.

4.4

Dip

of

nee

dle

. C

on

cept

of

& r

efer

rin

g f

or

dec

linat

ion.

Err

ors

,

pre

cauti

ons

&

deg

ree

of

acc

ura

cy

in

com

pas

s su

rveyin

g.

Plo

ttin

g o

f a

com

pas

s tr

av

erse

.

16

10

C

O4

5

Lev

elin

g I

5

.1

Def

ine

the

term

s use

d i

n l

evel

ing.

5.2

E

xp

lain

th

e b

ench

mark

an

d i

ts t

ypes

.

5.3

D

escr

ibe

const

ruct

ion a

nd f

un

ctio

nin

g o

f a

lev

el.

5.4

R

ead a

lev

elli

ng s

taff

.

5.5

C

arry

out

tem

po

rary

adju

stm

ents

of

a le

vel

.

5.6

L

ist

pri

nci

pal

axes

of

a le

vel

and w

rite

co

ndit

ions

of

per

man

ent

adju

stm

ents

of

a le

vel

.

5.7

C

arry

out

sim

ple

and c

om

po

un

d l

evel

lin

g.

5.1

Bas

ic d

efin

itio

ns:

lev

elin

g,

lev

el l

ine,

hori

zonta

l li

ne,

ver

tica

l

lin

e,

dat

um

. B

ench

m

ark

&

its

typ

es.

Const

ructi

on

&

tem

pora

ry a

dju

stm

ents

of

Dum

py &

til

ting l

evel

.

5.2

Intr

od

uct

ion

to

auto

le

vel

, p

reci

sio

n

lev

el,

LA

SE

R

lev

el,

DIG

ITA

L

lev

el.

Lev

elin

g

stav

es:

Typ

es,

gra

duat

ion

&

readin

g.

5.3

Pri

nci

pal

ax

es

of

a le

vel

&

in

ter

rela

tio

ns

bet

wee

n

them

.

Pri

nci

pal

met

ho

ds

of

lev

elli

ng –

sim

ple

an

d c

om

pou

nd.

12

7

CO

5

6

Lev

elin

g I

I 6

.1 D

raw

a

pag

e o

f le

vel

fi

eld

bo

ok

and

reco

rd

lev

el

surv

ey r

eadin

gs

in i

t.

6.2

Det

erm

ine

the

elev

atio

n

of

gro

un

d

poin

t b

y

coll

imat

ion p

lan

e m

ethod o

r ri

se a

nd f

all

met

ho

d.

6.3

Dif

fere

nti

ate

fly l

evel

ling,

chec

k l

evel

lin

g a

nd d

oub

le

chec

k l

evel

lin

g.

6.4

Car

ry o

ut

pro

file

lev

elli

ng a

nd c

ross

sec

tion l

evel

lin

g

and p

lot

resu

lts

of

it.

6.1

Rec

ord

ing

the

level

lin

g

work

in

a

fiel

d

boo

k.

Met

hods

of

redu

cing l

evel

s. A

rith

met

ical

chec

ks.

6.2

Oth

er

met

ho

ds

of

lev

elin

g:

Fly

le

vel

ling,

chec

k

level

ling,

do

ub

le c

hec

k l

evel

lin

g,

pro

file

& c

ross

sec

tio

n l

evel

ling.

6.3

Fie

ld p

reca

uti

ons.

Lev

elli

ng d

iffi

cult

ies.

Co

mm

on m

ista

kes

&

erro

rs i

n l

evel

ing.

Per

mis

sib

le e

rrors

of

closu

re.

12

7

CO

6

CO

UR

SE

NA

ME

S

urv

ey

ing

- I

C

OU

RS

E C

OD

E

R18

CE

310

5

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

13

1

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

6.5

Exp

lain

th

e fi

eld p

reca

uti

ons

in l

evel

lin

g.

6.6

Des

crib

e dif

ficu

ltie

s in

lev

elli

ng.

6.7

Lis

t th

e er

rors

, m

ista

kes

and

per

mis

sib

le

erro

rs

in

lev

elli

ng.



Page 132

7. PRACTICAL – ASSIGNMENTS - STUDENT ACTIVITIES - TUTORIALS

Sr.

No

Practical (Student should perform all of following practicals)

Unit

No.

Hours

Allotted

Mapped

CO

1 Study of Chaining instruments: tapes (Metallic, plastic & steel),

arrows & ranging rods. 1 2 CO1

2 Study of Electronic Distance meter. 1 2 CO1

3 Ranging with eye & line ranger, chaining & recording. 2 2 CO2

4

A. Offsetting by swinging tape, open cross staff & laser Square

Method.

B. Recording chaining offsetting data on pages of a field book

along with location sketches for terminal stations of the survey

line.

2 2 CO2

5

A. Tape & cross staff survey to find area of small plot

B. Drawing location sketches for terminal stations of the base

line drawing key plan for work area.

2 4 CO2

6 Study of outfit of a plane table & method of radiation. 3 2 CO3

7 Plane table surveying: Method of inter section. 3 2 CO3

8 Study of Prismatic compass. Finding fore & back bearings of

sides of a triangular traverse & checking for local attraction. 4 2 CO4

9 Finding fore & back bearings of sides of a quadrilateral traverse

& applying correction for local attraction. 4 2 CO4

10

A. Tape & compass traverse survey of small area, not requiring

more than four control stations.

B. Recording running measurements of the structures within the

traverse along with location sketches for main traverse

stations and key plan for work area.

The said traverse shall be plotted on A3 size paper & if required

shall be corrected for closing error by Bowditch’s graphical

method.

4 4 CO4

11 A. Study of internal or external focusing Dumpy level &

levelling staves. 5 2 CO5

12 Simple leveling. 5 2 CO5

13

A. Study of Tilting/Auto level.

B. Compound & fly leveling.

C. Reduction of levels by HI method.

6 2 CO6

14

A. Study of Laser/digital level.

B. Flying levels by double Check method.

C. Reduction of levels by rise & fall method.

6 2 CO6

-- Total - 32 -

Sr.

No. Student Activity

Unit

No.

Hours

Allotted

Mapped

CO

1.

Expert’s lecture on current land survey practices or records

pertaining to land. Report on it shall be prepared & submitted

along with term work.

1 2 CO1

2.

Mini Project I: Detailing Survey of a small property or an

Institutional campus by plane table traversing with minimum

four control stations.

3 6 CO3

3.

Drawing for Mini Project I: Plotting on an A1 size drawing

sheet plan of small property or Institutional campus surveyed

by plane table traversing under min project I above.

3 4 CO3



Page 133

Sr.


Unit

No.

Hours

Allotted

Mapped

CO

4.

Technical Visit to State Land Record Department’s Museum

or Planetarium. Report on it shall be prepared & submitted


4 2 CO4

5.

Visiting a shop/office of survey instrument

manufacturer/supplier or browsing on inter-net &

collecting/downloading brochures for auto level or laser level

or digital level & submitting it along with term work.

5 2 CO5

6.

Mini Project II: Profile levelling & Cross sectioning - Running a profile for a length of about 200m with cross sections at

every 20m interval. The width of cross section shall be 20m

on either side. Spot levels shall be collected at 10m intervals

along profile as well along the cross sections.

6 8 CO6

7.

Drawing for Mini Project II: Plotting on an A1 size drawing

sheet, the ground profile & cross sections with help of data

collected on field under mini project II above.

6 6 CO6

-- Total -- 30 --

Sr.

No. Practical Topic

No.

Hours

Allotted

Mapped

CO


-- Total - 64 -

Instructions:



3. Each student from the group shall be given chance to handle the instrument, to understand the

function of different components & use of the instrument.


Remarks:

1. The list of practicals/tutorials/student activities given above is suggestive. One or more such

practicals/tutorials/student activities can be replaced with another or modified to attain the

expected outcomes and proficiency more effectively.

2. The practicals/assignments/student activities should be so designed that students acquires

outcomes in all domains - cognitive, psychomotor and affective.


practicals/assignments/student activities, it will also lead to development of outcomes in

affective domain also.

4. The affective domain outcomes (social skills & attitudes) those will be developed through

practicals/assignments/student activities includes – practice good housekeeping, maintain

instruments & tools, demonstrate working as a team member & a leader and follow safety &

ethical practices.

5. Acquisition of outcomes such as valuing, organizing and characterizing under affective

domain will take place in the student gradually over three years of diploma program.

6. The skills associated with each of the practical/assignment/student activity are to be assessed

using the ‘Rubrics’ given under ‘Evaluation Scheme for Practicals/Assignments/Student

Activities’.



Page 134


ACTIVITIES

Rubrics for Practicals & Practical Examination

Category 4 3 2 1

Experimental procedure &


Follows

procedure as instructed and

safe & correct

handling of the

instruments

Little oversight

towards procedure,

safety &

handling of the

instruments

Considerable

oversight towards

procedure,

safety

and handling of

the instruments

Careless about the procedure

safety & handling

of the

instruments.

Data documentation, data

analysis & results

interpretation

Correct

Documentation

of all data,

Correct

calculations and

Error in result

worked out correctly is

within the limit

Correct

documentation

of majority of

data,

Minor errors in

calculations and

Error in results

worked out correctly is not

within the limit

Incorrect

documentation

of majority of

data,

Major errors in

calculations and

Error in result Worked out

incorrectly.

Incomplete &

wrong

documentation of

data,

Incomplete &

wrong

calculations and Error in result not

worked out.


share to work

Sometimes

depends on

others to

complete the

work

Many times

depends on

others to

complete the

work

Always depends

on others to

complete the

work




Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning

but proper

execution

Improper planning

& execution

Quality of

report,

graphics and

presentation.

Clear description with

all supporting details,

relevant & neat

graphics and well

structure presentation.

Clear description

with some supporting

details, relevant but

messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Timely

completion Maximum Moderate Satisfactory Least

Overall




Page 135


Sr. No. Equipment Name with Specifications Practical

1 Metallic and plastic tapes as per IS: 1269 – Part I - 1997 and steel tapes as

per IS: 1269 – Part II - 1997. 1 – 7 & 10

2 Ranging rods as per IS: 228 - 1963 1 & 2 - 10

3 Electronic Distance Meter as per IS: 12888 – 1989 or as per ISO 16331 – 1

or equivalent 2

4 Line Ranger 3

5 Optical square as per IS: 7009 -1973 4

6 Open Cross Staff 4

7

Plane table as per IS 2539 – 1963 along with all essential accessories such

as Spirit level (IS: 5706 – 1993), U fork, Trough compass (IS:1764 – 1961),

alidade etc. complete.

6 & 7

8 Prismatic Compass as per IS: 1957 – 1961. 8, 9 & 10

9 Tertiary (Dumpy) Level as per IS: 9607 – 1989. 11 & 12

10 Secondary (Tilting Level) as per IS: 4590 - 1980 13

11 Auto Level 13

12 Laser Level as per ISO:11145 – 1994. 14

13 Digital Level 14

14 Levelling staves as per IS: 1779 -1961 (Folding Type) or IS: 11961 – 1986

(Telescopic Type). 11 to 14

10. SPECIFICATION TABLE FORQUESTION PAPER DESIGN

Unit

No. Unit Title

Mapped

CO%

OR

Emphasis




I Introduction to Surveying &

Linear Measures CO1 4 4 4 12

II Survey with linear measures CO2 4 4 8 16

III Plane table survey CO3 4 4 4 12

IV Compass survey CO4 4 4 8 16

V Leveling I CO5 4 4 4 12

VI Leveling II CO6 4 4 4 12

Total 24 24 32 80

Note: This specification table shall be used as general guide lines to assist students for

learning and to assist teachers for teaching and assessment. The actual distribution of marks

in the question paper may vary from the above table.


EXAMINATIONS

Sr.

No. Unit

Mapped

CO

Cognitive level

R/U/A Question

1 3 CO3 R List the accessories required in plane table

surveying and state use of each of them.

2 3 CO3 U Explain in brief the temporary adjustments of a

plane table.



Page 136

Sr.

No. Unit

Mapped

CO

Cognitive level

R/U/A Question

3 3 CO3 A

A plane table is to be set up at a station O from

which two control station A & B are visible. The

plotted positions of A & B on drawing are ‘a’ and

‘b’ Describe how you would plot position of O.


Sr.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 3 CO3 A

Use plane table at station E. Without shifting the

table or paper determine the horizontal distance

between the ranging rods HA and HB. You can

measure the distance to the said ranging rods from

your table station but don’t measure the asked

distance directly.

2 4 CO4 A

Use Prismatic Compass at station P. Measure the

bearing of the lines PA and PB. Calculate, either a)

Interiorly included angle between them or b)

Reduced bearings of them or c) True bearings of

them, if declination is 57’’ W ----- (Only one)

3 6 CO6 A

Identify leveling instrument at station H. Take staff

readings at stations K and M find out – a)

Difference in elevations between the said staff

stations or b) RL of station M, if RL of station K is

560.000m or c) Rise or fall from K to station M -----

(Only one).


• BOOKS


1 Surveying

&Levelling, Vol. I

Kanetkar &

Kulkarni

PVG, Pune.

ISBN 978 81 858-2511-3

2 Surveying, Vol .I. Dr. B. C. Punmia,

Ashok Jain, Arun Jain.

Laxmi Publications, Delhi

ISBN 8-17-008853-4

3 Text book of

Surveying Hussain &Nagraj,S.

S. Chand & Co., Delhi.

ISBN 81-219-0021-2

4 Text book of

Surveying, C. L. Kochher,

DhanpatRai.Publishing Co., Delhi

ISBN: 9789352165209

5 Surveying, Vol. I Dr. K. R. Arora Standard Book house, Delhi.

ISBN : 978-81-89401-23-8

6 Fundamentals of

Surveying S. K. Roy

Prentice Hall of India, Delhi.

ISBN: 81-203-1260-0

7 Surveying, Narinder Singh, The Tata McGraw Hill Co., Delhi.

ISBN, 0074519131, 9780074519134

8 Surveying, Vol. I S. K. Duggal The Tata McGraw Hill Co., Delhi.

ISBN 978-00-701-5137-6

9 Surveying &Levelling

N. N. Basak The Tata McGraw Hill Co., Delhi. ISBN 0-07-460399-X



Page 137


10 Elementary

Surveying

R. C. Brinker &

P. R.Wolf.

Longman Higher Education

ISBN: 9780060410131, 0060410132

11 Surveying A. Bannister,

S. Raymond & R. Baker

Pearson Education, Delhi.

ISBN 81-317-0066-6

12 Plane Surveying Alka De S. Chand & Co., Delhi.

ISBN 81-219-1780-8

13 Surveying Shelar, Mali, Patil Nirali Prakashan, Pune

ISBN 978-93-83073-94-8

• INDIAN STANDARDS

Sr. No. Number & Title

1 IS 1492 : 1970 Metric surveying Chains

2 IS 1842: 1961 Surveying Chain Pins Arrows

3 IS 12874: 1989 Optical & mathematical instruments – Telescopic Alidade

4 IS 9613: 1980 Primary Level (Precision level for 1st order levelling)

5 IS 15483 (Part I):2004 Invar Levelling Staff

6 IS 8330: 2004 Tripods for surveying instruments – Fixed leg type

7 IS 15483 (Part II):2004 Tripods - Telescopic

8 IS 9849: 1991 Optics & optical instruments – Geodetic instruments - Vocabulary

9 IS 1481: 1970 Specification for Metric Steel Scales for Engineers

10 IS 10713: 1983/ISO 5455 : 1979 Scales for use in technical drawings

11 IS 1071 : 1983/ISO 128 : 1982 General principles of presentation on technical drawings

• WEBSITES

Sr. No. ADDRESS

1 www.wikipedia.com

2 www.surveying.otago

3 www.amerisurv.com

4 www.thecivilegineer.net

5 www.surveyofindia.gov.in

6 www.mahabhulekh.maharashtra.gov.in



1 Prof. A. S. Shelar 9423558189 [email protected]

COURSE NAME Surveying- II COURSE CODE R18CE3106


Page 138



Course Name Surveying-II Course Code R18CE3106



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 4

80 20 25 25 - - 50 25 - 175



End Semester Examination - ESE, Two Tests Average - TTA, Term Work - TW, Student Activity - SW,

Assignments – AS, Tutorials- TU, Oral - OR

1. RATIONALE

Through this course in addition to the knowledge derived under course Surveying - I (R18CE3105),

student will derive knowledge about some intermediate and modern methods of land surveying

popularly used in practice. They will made aware of and rapid and precise digital surveying

instruments such as electronic total station and planimeter and techniques such as Space Based

Positioning Systems (SBPS), Remote Sensing (RS) and Geo graphic Information System (GIS) .

Students will also be introduced to topographical maps prepared by Survey of India which are

invariably required in planning & execution of civil engineering projects.


Carry out Surveys for Civil Engineering works.



1. Carry out contouring and read & interpret the toposheets.

2. Handle theodolites and use it as a tacheometer.

3. Establish control station and locate details with a theodolite.

4. Survey land with a total station.

5. Set out the curves.

6. Calculate area, volume and use modern survey techniques.

CO

UR

SE

NA

ME

S

urv

eyin

g-

II

CO

UR

SE

CO

DE

R

18

CE

31

06

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

139

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Su

rveyin

g-I

I

Co

urse

Cod

e:

R1

8C

E3

10

6

PO

1

Basi

c a

nd

Dis

cip

lin

e

Sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

Socie

ty,

sust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d d

eta

ilin

g

PS

O 2

Co

nst

ructi

on

ex

ecu

tio

n,

sup

erv

isio

n

an

d m

ain

ten

an

ce

CO

1

3

1

2

1

CO

2

1

1

3

1

CO

3

2

1

3

1

1

CO

4

1

3

1

1

CO

5

2

1

1

1

CO

6

3

1

2

1

1

1

Rat

ing s

cal

e‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m, ‘1

’ fo

r lo

w

‘0’

fo

r no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

C

OM

PE

TE

NC

Y

CO

S'S

TH

EO

RY

O

UTC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

PR

AC

TIC

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

S

urv

eyin

g-

II

CO

UR

SE

CO

DE

R

18

CE

310

6

Cu

sro

w W

ad

ia I

nst

itu

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f T

ech

no

log

y,

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ne

1,

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il E

ng

ine

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ng

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18

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rric

ulu

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140

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Con

tou

rin

g &

Top

osh

eets

1

a. S

elec

t co

nto

ur

inte

rval

fo

r giv

en w

ork

.

1b

. S

tate

the

of

char

act

eris

tics

co

nto

ur

lines

.

1c.

Car

ry o

ut

conto

ur

surv

ey

for

giv

en t

erra

in.

1d.

Pre

pare

co

nto

ure

d p

lans/

map

s.

1e.

Des

crib

e la

yo

ut

of

a to

posh

eet.

1f.

U

se t

he

info

rmat

ion a

vai

lable

on a

top

osh

eet.

1g.

Dra

w s

hee

t in

dex

for

a to

posh

eet

1.1

Def

init

ions:

co

nto

ur,

co

nto

ur

inte

rval

&

h

ori

zonta

l

equiv

alen

t.

Fac

tors

d

ecid

ing

conto

ur

inte

rval

. C

onto

ur

inte

rval

s fo

r vari

ous

work

s. C

har

act

eris

tics

of

conto

ur

lines

.

1.2

Plo

ttin

g o

f dir

ect

conto

urs

. In

dir

ect

met

ho

ds

of

conto

uri

ng.

Inte

rpola

tion o

f co

nto

urs

.

1.3

Gra

de

conto

ur.

L

oca

tin

g g

rade

conto

ur

on m

ap &

gro

und.

Use

s o

f co

nto

ure

d m

aps.

1.4

Top

osh

eets

: In

tro

du

ctio

n,

Layo

ut,

In

form

atio

n a

vai

lab

le o

n i

t

& A

pp

lica

tions.

Sh

eet

num

ber

ing &

in

dex

to s

hee

t.

16

10

C

O1

2

Th

eod

oli

te S

urv

eyin

g I

2

a. S

ug

ges

t a

typ

e o

f a

theo

doli

te s

uit

able

to t

he

wo

rk.

2b

. S

tate

fu

nct

ions

of

com

pon

ents

&

sc

rew

s of

a

theo

doli

te.

2c.

Expla

in

inte

rrel

atio

n

bet

wee

n

pri

nci

pal

axes

o

f a

theo

doli

te.

2d.

Def

ine

tech

nic

al t

erm

s re

late

d w

ith a

theo

doli

te.

2e.

Car

ry o

ut

tem

po

rary

adju

stm

ent

for

a th

eod

oli

te.

2f.

M

easu

re a

ngle

s and b

eari

ngs

wit

h a

th

eod

oli

te.

2g.

Cond

uct

a t

ach

eom

etri

c su

rvey.

2.1

Intr

od

uct

ion t

o,

use

s &

typ

es o

f th

eod

oli

tes

(in

cludin

g m

icro

op

tic

&

elec

tro

nic

dig

ital

).

Tra

nsi

t v

ernie

r th

eod

oli

te:

com

po

nen

ts,

tem

pora

ry ad

just

men

ts,

pri

nci

pal

axes

&

thei

r

inte

r re

lati

on.

2.2

Tec

hnic

al

term

s:

face

le

ft

&

right,

sw

ingin

g,

plu

ngin

g,

&

tran

siti

ng.

Mea

suri

ng w

ith t

heo

doli

tes

– M

agn

etic

bea

ring b

y

loose

nee

dle

met

ho

d a

nd h

ori

zonta

l &

ver

tica

l an

gle

s.

2.3

Fix

ed

Sta

dia

ta

cheo

met

ry

wit

h

ver

tica

l st

aff

–

Pri

nci

ple

,

inst

rum

ents

, p

roce

dure

an

d u

se.

12

7

CO

2

3

Th

eod

oli

te s

urv

eyin

g I

I 3

a. U

se t

heo

doli

te f

or

pro

lon

gin

g a

lin

e, l

inin

g i

n &

set

tin

g

out

per

pen

dic

ula

r.

3b

. C

ond

uct

a

theo

doli

te

trav

erse

su

rvey

to

esta

bli

sh

contr

ol

stat

ions

& t

o l

oca

te d

etai

ls o

ver

an a

rea.

3c.

Ch

eck t

he

ang

ula

r &

lin

ear

mea

sure

men

ts i

n t

heo

doli

te

trav

ersi

ng f

or

erro

r.

3d.

Sel

ect

a ru

le t

o c

orr

ect

conse

cuti

ve

co-o

rdin

ates

.

3e.

Car

ry o

ut

bal

anci

ng o

f a

theo

doli

te t

rav

erse

by

Gal

e’s

met

hod.

3.1

Oth

er u

ses

of

theo

doli

te:

pro

longin

g a

lin

e, l

inin

g i

n &

set

tin

g

out

per

pen

dic

ula

r.

3.2

Theo

doli

te t

raver

sin

g:

fiel

dw

ork

, ch

ecks

on m

easu

rem

ents

&

bal

anci

ng t

he

trav

erse

. G

ales

tra

ver

se t

able

.

3.3

Plo

ttin

g o

f tr

aver

se w

ith i

nd

epen

den

t co

ord

inat

es.

Err

ors

&

pre

cisi

ons

in t

heo

doli

te s

urv

ey.

12

7

CO

3

CO

UR

SE

NA

ME

S

urv

eyin

g-

II

CO

UR

SE

CO

DE

R

18

CE

310

6

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

141

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

3f.

S

tate

so

urc

es

of

erro

rs

&

lim

its

of

pre

cisi

on

in

theo

doli

te s

urv

ey.

3G

. Pre

pare

a

pla

n of

an ar

ea fr

om

dat

a co

llec

ted in

it

s

theo

doli

te t

rav

erse

surv

ey.

4

Tota

l S

tati

on

Su

rvey

ing

4a.

Id

enti

fy t

ype

of

a to

tal

stat

ion.

4b

. S

tate

fea

ture

s o

f a

tota

l st

atio

n.

4c.

Det

erm

ine

const

ant

for

a p

rism

ref

lect

or.

4d.

Use

tota

l st

atio

n f

or

mea

sure

men

t o

f angle

s.

4e.

Use

tota

l st

atio

n f

or

mea

sure

men

t o

f dis

tance

s.

4f.

C

ond

uct

tra

ver

se s

urv

ey w

ith a

tota

l st

atio

n.

4G

. Car

ry o

ut

exch

an

ge

of

dat

a in

bet

wee

n a

tota

l st

atio

n &

a co

mp

ute

r.

4.1

Def

init

ion,

nec

essi

ty,

const

ruct

ion,

clas

sifi

cati

on,

mer

its,

dem

erit

s and f

eatu

res

of

an E

lect

ronic

Tota

l S

tati

on (

ET

S).

4.2

The

pri

sm

refl

ecto

r,

its

const

ant

&

its

det

erm

inat

ion.

Com

mo

n p

rogra

ms

avai

lab

le o

nb

oar

d o

f an E

TS

. U

ses

of

an

ET

S. T

emp

ora

ry a

dju

stm

ents

of

an E

TS

.

4.3

Mea

suri

ng d

ista

nce

s &

angle

s w

ith a

n E

TS

. T

rav

erse

surv

ey

wit

h a

n E

TS

. T

he

tran

sfer

an

d t

he

post

pro

cess

ing s

oft

ware

s.

12

7

CO

4

5

Cu

rve

ran

gin

g

5a.

Sug

ges

t ty

pe

of

hori

zonta

l cu

rve

for

an a

lig

nm

ent

of

a

route

.

5b

. D

iffe

renti

ate

pri

nci

pal

poin

ts,

lines

&

an

gle

s of

a

circ

ula

r cu

rve.

5c.

Cal

cula

te e

lem

ents

of

a ci

rcula

r cu

rve.

5d.

Det

erm

ine

radiu

s fr

om

a d

egre

e or

vic

e ver

sa.

5e.

Def

ine

peg

inte

rval

, unit

ch

ord

& s

ub

-cho

rd.

5f.

S

et o

ut

a h

ori

zonta

l cu

rve

by m

eth

od o

f o

ffse

t fr

om

long c

hord

an

d m

eth

od d

efle

ctio

n a

ngle

.

5G

. Dis

ting

uis

h b

etw

een s

um

mit

& v

alle

y cu

rve.

5.1

Def

init

ion &

Nec

essi

ty o

f cu

rves

. T

ypes

of

hori

zonta

l cu

rves

.

Pri

nci

pal

poin

ts,

lines

& a

ngle

s of

a ci

rcula

r cu

rve.

Ele

men

ts

of

a si

mp

le c

ircu

lar

curv

e.

5.2

No

men

clat

ure

fo

r ci

rcula

r cu

rve.

Rel

atio

n b

etw

een r

adiu

s &

deg

ree

of

a cu

rve.

Chai

nag

es o

f ta

ngen

t p

oin

t. P

eg i

nte

rval

.

Con

cep

t o

f unit

ch

ord

& s

ub-c

hord

. L

ength

of

sub

-ch

ord

&

nu

mb

er o

f u

nit

ch

ord

s.

5.3

Set

tin

g o

ut

sim

ple

cir

cula

r cu

rves

: B

y m

etho

d o

f off

set

fro

m

long

chord

&

R

ankin

e’s

met

ho

d

of

def

lect

ion

angle

s.

Ver

tica

l cu

rves

: co

nce

pt

and t

yp

es.

12

7

CO

5

6

Are

a &

Volu

me

Mea

sure

men

t an

d A

dva

nce

d S

urv

ey

Tec

hn

iqu

es

6a.

Det

erm

ine

area

of

a fi

gure

wit

h a

pla

nim

eter

.

6b

. C

alcu

late

v

olu

mes

b

y tr

apez

oid

al

&

pri

smoid

al

form

ula

e.

6C

. Sta

te t

he

pri

nci

ple

of

SB

PS

& R

S.

6d.

Det

erm

ine

the

posi

tio

n o

f a

surv

ey

stat

ion w

ith S

BP

S.

6.1

Mec

hanic

al

&

elec

tro

nic

dig

ital

P

lanim

eter

s –

P

rinci

ple

,

const

ruct

ion &

use

.

6.2

Com

puta

tion

of

volu

me

by

Tra

pez

oid

al

and

Pri

smoid

al

form

ula

e. P

rism

oid

al c

orr

ecti

on.

6.3

Spac

e B

ased

P

osi

tio

nin

g

Syst

em

(SB

PS

):

Intr

od

uct

ion,

pri

nci

ple

, se

gm

ents

& r

ecei

ver

s. S

BP

S i

n a

ctio

n.

Ab

solu

te &

rela

tive

posi

tionin

g.

SB

PS

Co-o

rdin

ates

& h

eig

hts

. E

rrors

in

16

10

C

O6

CO

UR

SE

NA

ME

S

urv

eyin

g-

II

CO

UR

SE

CO

DE

R

18

CE

310

6

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

142

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

6e.

Des

crib

e th

e p

roce

ss o

f vis

ual

inte

rpre

tati

on o

f a

RS

image.

6f.

E

xpla

in t

he

com

po

nen

ts &

fun

ctio

ns

of

GIS

.

6G

. Lis

t use

s o

f R

S,

SB

PS

& G

IS i

n s

urv

eyin

g.

SB

PS

. A

ccu

racy

, advanta

ges

& u

ses

of

SB

PS

.

6.4

Rem

ote

se

nsi

ng (R

S):

In

trod

uct

ion,

def

init

ion,

pri

nci

ple

&

nec

essi

ty.

Act

ive

&

pas

sive

RS

.

Co

mpo

nen

ts

of

a R

S

syst

em.

RS

dat

a p

rodu

cts.

Im

ag

e in

terp

reta

tio

n.

Ad

vanta

ges

,

lim

itat

ions

& a

ppli

cati

ons

of

RS

. In

tro

duct

ion t

o G

IS.



Page 143


Sr.

No. Practical

Unit

No.

Hours

Allotted

Mapped

CO

1. Direct contouring using plane table & telescopic alidade. 1 2 CO1

2.

A. Study of vernier transit theodolite, its principal axes and

important terms such as face left, face right, transiting,

swinging & plunging.

B. Temporary adjustments of vernier transit theodolite.

C. Determining least count & learning to read the vernier.

2 4 CO2

3. Measurement of horizontal angle with a theodolite by method

of repetition. 2 2 CO2

4. Measurement of vertical angles using a theodolite. 2 2 CO2

5. Measurement of horizontal & vertical distances & calculations

of R. L. using principle of tacheometry. 2 4 CO2

6. Study & use of electronic digital total station. 4 2 CO4

7.

Traverse survey with electronic digital total station (For a

small 3 sided traverse, locate two details from each traverse

station.

4 4 CO4

8. Down loading data collected with a total station in traverse

survey & preparing plan from it using drafting software. 4 2 CO4

9. Curve ranging by linear method of offset from long chord. 5 2 CO5

10. Curve ranging by angular method with a micro optic or digital

theodolite. 5 2 CO5

11. Finding out area of irregular figures using mechanical &

electronic digital planimeters. 6 2 CO6

12. Reducing coordinate of the stations with a SBPS. 6 2 CO6

- Total -- 30 --

Sr.


Unit

No.

Hours

Allotted

Mapped

CO

1.

Technical visit to Survey of India or Survey Section of CME

or Professional Surveyor’s office in connection with

preparation &/or use toposheets. Report on it shall be prepared & submitted along with term work.

1 2 CO1

2.

Mini Project I: Detailing Survey of a small property or an

Institutional campus by theodolite traversing with minimum

four control stations.

3 8 CO3

3.

Drawing for Mini Project I: Plotting on an A1 size drawing

sheet plan of small property or Institutional campus surveyed

by theodolite traversing under project I above.

3 4 CO3

4.

Mini Project II: Contour survey of a small field about 2ha in

area by method of radial lines & concentric circles. Establish

three horizontal control stations, about 120m apart, over the

field of survey by closed total station (or theodolite)

traversing. Transfer vertical control i.e. elevation from nearby

bench mark to each of the control station by a digital (or opto-

mechanical) theodolite used as tacheometer. Locate at least six

spot levels, by a total station (or tacheometer), at about 10m

intervals along every ray out of 12 rays radiating at an angular

interval of about 30° from each of the control station.

4 8 CO4

5. Drawing for Mini Project II: The control stations & the level

spots shall be plotted to their correct relative geographical 4 6 CO4



Page 144

Sr.


Unit

No.

Hours

Allotted

Mapped

CO

positions on an A1 size drawing sheet. Elevation shall be

written against every level spot. Contours to be interpolated by

approximate method at interval suitable to purpose of survey,

topography, scale of plotting etc.

6.

Visiting a shop/office of survey instrument

manufacturer/supplier or browsing on inter-net &

collecting/downloading brochures for robotic electronic total

station & submitting it along with term work.

4 2 CO4

7.

Going through an article published on advanced survey

techniques like SBPS or RS or GIS published in any

national/international magazine journal related with

construction/surveying & preparing & submitting brief

extracts of it. (Such magazines/journals are also available on

internet)

6 2 CO6

- Total - 32 -

Sr.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

- Practical –Assignments-Student Activities Submission - 2 -

- Total - 64 -

Instructions:






Remarks:


such practicals/tutorials/student activities can be replaced with another or modified to

attain the expected outcomes and proficiency more effectively.

2. The practicals/assignments/student activities should be so designed that students








& a leader and follow safety & ethical practices.

5. Acquisition of outcomes such as valuing, organizing and characterizing under

affective domain will take place in the student gradually over three years of diploma program.

6. The skills associated with each of the practical/assignment/student activity are to be assessed using the ‘Rubrics’ given under ‘Evaluation Scheme for




Page 145


ACTIVITIES


Category 4 3 2 1

Experimental

procedure &


Follows procedure

as instructed and

safe & correct


Little oversight

towards procedure,

safety & handling of the instruments

Considerable

oversight towards

procedure, safety

and handling of the instruments

Careless about the

procedure

safety & handling of the instruments.

Data

documentation,

data analysis &

results

interpretation

Correct

Documentation of

all data, Correct

calculations and

Error in result

worked out

correctly is within

the limit

Correct documentation

of majority of data,

Minor errors in

calculations and

Error in results worked

out correctly is not

within the limit

Incorrect

documentation of

majority of data,

Major errors in

calculations and

Error in result

Worked out

incorrectly.

Incomplete & wrong

documentation of

data,

Incomplete & wrong

calculations and

Error in result not

worked out.


share to work



work

Many times

depends on others

to complete the

work

Always depends on

others to complete

the work

Timely

completion of

activity


Overall



Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning but

proper execution

Improper planning

& execution

Quality of

report,

graphics and

presentation.

Clear description

with all supporting

details, relevant &

neat graphics and

well structure

presentation.

Clear description



messy graphics. and

structured

presentation.


no supporting details,

neat but irrelevant

graphics and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Timely


Overall




Page 146



1 Metallic and plastic tapes as per IS: 1269 – Part I - 1997 and steel tapes as per

IS: 1269 – Part II - 1997. 1, 9, 10

2 Plane table as per IS 2539 – 1963 along with all essential accessories such as

Spirit level (IS: 5706 – 1993), U fork, Trough compass (IS:1764 – 1961),

alidade etc. complete.

1

3 Levelling staves as per IS: 1779 -1961 (Folding Type) or IS: 11961 – 1986 (Telescopic Type).

1,5

4 Vernier Transit Theodolite as per IS 2988: 1955 2, 3, 4, 5

Ranging rods as per IS: 228 - 1963 2, 3, 4

5 Electronic total station 6, 7, 8

6 Prism reflector for electronic total station 6, 7

7 Micro optic Theodolite 10

8 Digital Theodolite. 10

9 Mechanical planimeter as per IS 7543:1975 11

10 SBPS Receiver – SPS, Code based, Single frequency. 12


Unit

No. Topic Title

Mapped

CO %

OR

Emphasis




I Contouring &Toposheets CO1 4 4 8 16

II Theodolite Surveying I CO2 4 4 4 12

III Theodolite Surveying II CO3 4 4 4 12

IV Total Station Surveying CO4 4 4 4 12

V Curve Ranging CO5 4 4 4 12

VI

Area & Volume Measurement

and Advanced Survey

Techniques

CO6 4 4 8 16

Total -- 24 24 32 80


EXAMINATIONS

Sr.

No. Unit

Mapped

CO

Cognitive level

R/U/A Question

1 4 CO4 R Describe in brief construction of a total station

instrument

2 4 CO4 U Differentiate Distance Meter, Digital Theodolite

& Total Station

3 4 CO4 A

Determine area of a pentagonal plot PQRST in

Ha & AREs. Co-ordinates of the corner points

are P(50E, 25N), Q(100E, 25N), R(115.45E,

72.55N), S(75E, 101.95N), T(34.55E, 72.55N)



Page 147


Sr.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 A

Refer the plot of grid of spot levels provided

herewith. Work out scale of plotting and interpolate by arithmetical method a contour of

elevation 100m 101m 102m 103m 104m 105m

2 1 CO2 A

Use Theodolite at station P. Measure the angle

APB. Take only one set of reading with each

face. Tabulate the observations properly.

3 1 CO6 A Use planimeter and determine area of Fig. No. 1

in Ha. Scale of plotting is 1: 10000.


• BOOKS


1. Surveying &

Levelling, Vol. I Kanetkar & Kulkarni

PVG, Pune.

ISBN 978 81 858-2511-3

2. Surveying &

Levelling, Vol. II Kanetkar & Kulkarni

PVG, Pune.

ISBN 13:97881 858-2500-7

3. Surveying, Vol. I Dr. B. C. Punmia, Ashok

Jain, Arun Jain.


ISBN 8-17-008853-4

4. Surveying, Vol. II Dr. B. C. Punmia,


Laxmi Publications, Delhi ISBN-10: 8170088836;

ISBN-13: 978-8170088837

5. Text book of

Surveying Hussain & Nagraj,

Chand & Co., Delhi

ISBN 81-219-0021-2

6. Text book of

Surveying, C. L. Kochher

Dhanpat Rai Publishing Co., Delhi

ISBN: 9789352165209

7. Surveying, Vol. I Dr. K. R. Arora Standard Book house, Delhi.

ISBN : 978-81-89401-23-8

8. Surveying, Vol. II Dr. K. R. Arora Standard Book house, Delhi.

ISBN:978-81-89401-24-5

9. Fundamentals of

Surveying S. K. Roy


ISBN 81-203-1260-0

10. Surveying Narinder Singh

The Tata McGraw Hill Co., Delhi

ISBN, 0074519131,

9780074519134

11. Surveying, Vol. I S. K. Duggal


ISBN 10: 0070151377

ISBN 13: 9780070151376

12. Surveying, Vol. II S. K. Duggal


ISBN 13: 978-0-07-053471-1

ISBN 10: 0-07-053471-3

13. Surveying & Levelling N. N. Basak The Tata McGraw Hill Co., Delhi

ISBN 0-07-460399-X



Page 148


14. Elementary Surveying R. C. Brinker &

P. R.Wolf.

Longman Higher Education ISBN: 9780060410131,

0060410132

15 Surveying A. Bannister, S. Raymond

& R. Baker


ISBN 81-317-0066-6

16 Higher Surveying Dr. A. M. Chandra

New Age International, Delhi.

ISBN 10: 8122438121,

ISBN 13: 9788122438123

17 Advanced Surveying S. Gopi, R. Sathikumar &

N. Madhu


ISBN 81-317-0067-4

18 Surveying Shelar, Mali, Patil Nirali Prakashan, Pune.

ISBN 978-93-83073-94-8



1 Liscad – A software to post process data

downloaded from electronic survey instrument like total station.

Leica

Heerberg Commercial.

• WEBSITES

Sr.No. ADDRESS

1 www.iscmapping.com

2 www.webinfolist.com


4 www.mcnetboy.net

5 www.wikipedia.com



1 Prof. A. S. Shelar, Lecturer, Civil 9423558189 [email protected]

COURSE NAME Hydraulics COURSE CODE R18CE3107


Page 149



Course Name Hydraulics Course code R18CE3107



Teaching scheme

Evaluation scheme


Theory

outcome

Practical outcome Total

TERMWORK PRACTICAL ORAL

Theory

Allotted

hrs

Practical

Allotted

hrs

Tutorials ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 2 1

80 20 10 05 10 - 25 - @25 150



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU, Oral –OR

1. RATIONALE

Understanding mechanics of water under static and dynamic condition plays a significant role

in design and construction of hydraulic structures. The subject is intended to teach the

students concepts, principles and procedures of Hydraulics which will enable him to apply this knowledge for planning, designing, supervising, executing and maintaining the Civil

Engineering projects related to water supply & treatment, irrigation engineering ,bridge engineering.


Apply principles of statics and dynamics of water to water retaining and distribution

structures.



a. Use hydraulic properties and fundamental laws of fluid at rest or in motion in analysis

of pipe and channel flow.

b. Analyze the forces of fluid using fluid mechanics principles related to water supply

and irrigation engineering.

c. Measure fluid flow properties using different flow measuring devices

d. Analyze a simple pipe required water supply network.

e. Design a simple hydraulic channel section. f. Select hydraulic machines, hydropower plant and their components with respect to

their functional attributes and use.

CO

UR

SE

NA

ME

H

yd

rau

lics

C

OU

RS

E C

OD

E

R18

CE

31

07

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

150

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Hy

dra

uli

cs

Co

urs

e C

od

e:

R1

8C

E3

10

7

PO

1

Ba

sic

an

d

Dis

cip

lin

e sp

ecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Des

ign

/

dev

elo

pm

ent

of

solu

tio

ns

PO

4

En

gin

eeri

ng T

oo

ls,

Exp

eri

men

tati

on

an

d

Tes

tin

g

PO

5

En

gin

eeri

ng

pra

cti

ces

for

soci

ety, su

stain

ab

ilit

y a

nd

env

iro

nm

ent

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ruct

ion

exec

uti

on

,

sup

ervis

ion

an

d

ma

inte

na

nce

CO

1

1

3

1

1

CO

2

1

2

1

1

CO

3

1

2

1

1

CO

4

1

2

1

1

CO

5

1

2

1

1

1

CO

6

3

1

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PEC

TE

D

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

O

UT

CO

ME

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

ASS

IGN

ME

NT

S

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

H

yd

rau

lics

C

OU

RSE

CO

DE

R

18

CE

310

7

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

151

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1a.

Enu

mer

ate

the

imp

ort

an

ce o

f h

ydra

uli

cs i

n t

he

giv

en c

ivil

engin

eeri

ng a

ppli

cati

on.

1b

. Co

mp

ute

dif

fere

nt

pro

per

ties

of

fluid

fro

m g

iven

dat

a.

1c.

Conv

ert

abso

lute

pre

ssu

re i

nto

gau

ge

pre

ssure

for

the

giv

en

dat

a an

d v

ice

ver

sa.

1d. C

onv

ert

pre

ssure

hea

d o

f on

e li

quid

to t

hat

of

an

oth

er l

iquid

for

the

giv

en d

ata.

1e.

Co

mp

ute

pre

ssure

at

a poin

t fo

r th

e giv

en d

ata.

1f.

Des

crib

e ap

pli

cati

ons

of

Pas

cal’

s la

w i

n e

ngin

eeri

ng

appli

cati

ons.

1g. C

om

pute

pre

ssure

dif

fere

nce

bet

wee

n t

wo p

oin

ts f

or

the

giv

en d

ata.

1h. D

evel

op

pre

ssure

dis

trib

uti

on d

iagra

m f

or

a giv

en s

ituati

on.

1i.

Det

erm

ine

tota

l pre

ssure

and c

entr

e of

pre

ssure

for

giv

en

imm

erse

d v

erti

cal

surf

ace.

1j.

Cal

cula

te r

esult

ant

pre

ssure

an

d i

ts p

osi

tion f

or

giv

en

situ

atio

n o

f li

quid

s in

a t

ank.

PR

OP

ER

TIE

S O

F F

LU

ID A

ND

HY

DR

OS

TA

TIC

S

1.1

R

ole

o

f h

yd

rauli

cs in

ci

vil

en

gin

eeri

ng ap

pli

cati

ons,

Def

init

ion

of

Flu

id,

Flu

id

Mec

hanic

s,

Hydra

uli

cs,

Hydro

sta

tics

, H

yd

ro-D

yn

amic

s-Id

eal

and R

eal

Flu

id.

Ap

pli

cati

on o

f H

yd

rauli

cs i

n C

ivil

Engin

eeri

ng f

ield

.

1.2

P

hysi

cal

pro

per

ties

o

f fl

uid

–

Den

sity

-Sp

ecif

ic

Volu

me,

Sp

ecif

ic G

ravit

y-S

urf

ace

Ten

sio

n-C

apil

lari

ty,

Vis

cosi

ty-N

ewto

n’s

la

w

of

vis

cosi

ty,

Sim

ple

num

eric

al.

1.3

T

erm

s re

late

d

to

pre

ssure

–

A

tmosp

her

ic

Pre

ssure

- G

aug

e P

ress

ure

-Ab

solu

te P

ress

ure

-Vacu

um

Pre

ssure

,

Conce

pt

of

Pre

ssure

H

ead.

Pas

cal’

s la

w

of

fluid

pre

ssure

and i

ts a

ppli

cati

on.

1.4

M

easu

rem

ent

of

Pre

ssure

b

y

pre

ssure

m

easu

rin

g

dev

ices

, P

ress

ure

dis

trib

uti

on d

iagra

m,

tota

l p

ress

ure

and c

entr

e of

pre

ssure

on v

erti

cal

wal

l and g

ate.

16

1

0

CO

1

2

2a.

Dis

tinguis

h d

iffe

rent

typ

es o

f fl

ow

.

2b

. In

terp

ret

the

typ

e o

f fl

ow

usi

ng R

eyn

old

’s n

um

ber

2c.

Cal

cula

te v

elo

city

and d

isch

arg

e in

th

e giv

en s

ituat

ion u

sin

g

conti

nuit

y eq

uat

ion.

2d.

App

ly B

ern

oull

i’s

theo

rem

to d

eter

min

e th

e giv

en

par

am

eter

s fo

r giv

en s

ituat

ion.

HY

DR

OD

YN

AM

ICS

2

.1

Hyd

rokin

emat

ics:

Vel

oci

ty a

nd a

ccel

erat

ion

of

liq

uid

par

ticl

es,

dis

char

ge,

D

iffe

rent

typ

es

of

flo

ws,

equ

atio

n o

f co

nti

nuit

y an

d

its

sim

ple

ap

pli

cati

ons

2.2

E

ner

gy

an

d M

om

entu

m e

quat

ions

: T

ypes

of

ener

gie

s, e

ner

gy e

quat

ion,

appli

cati

ons,

hyd

rauli

c

gra

de

line

an

d t

ota

l en

erg

y li

ne,

Mo

men

tum

eq

uat

ion.

12

8

CO

2

CO

UR

SE

NA

ME

H

yd

rau

lics

C

OU

RSE

CO

DE

R

18

CE

310

7

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

152

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

3

3 a

. D

escr

ibe

the

pro

ced

ure

of

findin

g v

eloci

ty a

nd d

isch

arg

e in

a p

ipe

lin

e usi

ng t

he

giv

en f

low

-mea

suri

ng d

evic

e.

3 b

. D

escr

ibe

var

ious

coef

fici

ents

rel

ated

to f

low

mea

suri

ng

dev

ices

.

3 c

. M

easu

re t

he

vel

oci

ty o

f fl

ow

thro

ugh o

pen

ch

ann

el f

or

the

giv

en c

ondit

ion u

sin

g w

eir

FL

OW

ME

AS

UR

EM

EN

T

3.1

P

ipe

flo

w m

easu

rem

ent

- v

entu

ri m

eter

, p

itot

tub

e,

pra

ndtl

’s

tub

e.

Ori

fice

–

hyd

rauli

c co

effi

cien

ts,

curr

ent

met

er,

flo

ats.

3.2

N

otc

hes

an

d

Wei

rs

-Dif

fere

nt

typ

es

of

notc

hes

,

com

puta

tio

n o

f fl

ow

ov

er n

otc

hes

, dif

fere

nt

typ

es o

f

wei

r, f

low

cal

cula

tions.

12

6

CO

3

4

4 a

. D

escr

ibe

the

giv

en t

yp

e o

f lo

sses

in a

pip

e fl

ow

.

4 b

. U

se a

ppro

pri

ate

equ

atio

n t

o f

ind o

ut

the

hea

d l

oss

du

e to

fric

tion f

or

the

giv

en d

ata.

4 c

. C

om

pute

the

dis

char

ge

in t

he

giv

en n

etw

ork

(P

aral

lel

or

seri

es)

of

pip

es.

4 d

. C

alcu

late

eq

uiv

alen

t le

ngth

or

dia

met

er o

f a

pip

e fo

r th

e

giv

en d

ata.

PIP

E F

LO

W

4

.1 C

har

act

eris

tics

, lo

sses

in p

ipe-

maj

or

and m

inor

loss

es

Hea

d l

oss

thro

ugh p

ipes

Hagen

–P

ois

euil

le e

quat

ion,

Dar

cy

– W

eisb

ach e

quat

ion.

4.2

F

low

th

rou

gh

pip

es

in

seri

es,

pip

es

in

par

alle

l an

d

Dupit

’s e

quat

ion f

or

equiv

alen

t pip

e

12

8

CO

4

5

5a.

Dis

tinguis

h b

etw

een d

iffe

rent

typ

es o

f fl

ow

in o

pen

chan

nel

.

5b

. D

eter

min

e dis

char

ge

in t

he

giv

en c

han

nel

usi

ng r

elev

ant

form

ula

e fo

r th

e giv

en d

ata.

5c.

Des

ign t

he

most

eco

nom

ical

ch

ann

el s

ecti

on f

or

the

giv

en

condit

ions.

5d.

Des

crib

e dif

fere

nt

flo

w c

on

dit

ions

bas

ed o

n F

roud

e n

um

ber

.

5E

. D

escr

ibe

char

act

eris

tics

of

a h

yd

rauli

c ju

mp

.

OP

EN

CH

AN

NE

L F

LO

W

5.1

C

har

act

eris

tics

of

flo

w,

unif

orm

fl

ow

th

rou

gh

channel

s, a

pp

lica

tio

ns

of

Ch

ezy,

Man

nin

g f

orm

ula

e.

5.2

Con

dit

ions

for

most

eco

no

mic

al r

ecta

ngula

r an

d

trap

ezoid

al c

hannel

sec

tion,

Sp

ecif

ic e

ner

gy

dia

gra

m,

Fro

ude’

s N

um

ber

, sp

ecif

ic e

ner

gy,

sub c

riti

cal

and

sup

er c

riti

cal

flo

ws.

Hyd

rauli

c ju

mp.

16

1

0

CO

5

6

6 a

. D

escr

ibe

dif

fere

nt

com

po

nen

ts o

f th

e p

ow

er s

tati

on

wit

h

funct

ion o

f ea

ch

in t

he

giv

en s

ituat

ion w

ith s

ket

ches

.

6 b

. D

escr

ibe

the

work

ing o

f th

e p

um

p u

sed f

or

the

giv

en d

ata

wit

h s

ket

ches

.

6 c

. D

escr

ibe

the

work

ing o

f th

e tu

rbin

e u

sed f

or

the

giv

en d

ata

wit

h s

ket

ches

6 d

. C

om

pute

th

e p

ow

er o

f C

entr

ifug

al p

um

p f

rom

the

giv

en

dat

a.

6 e

Sel

ect

rele

van

t ty

pe

of

pu

mp o

r tu

rbin

e fo

r th

e giv

en

situ

atio

n.

HY

DR

AU

LIC

MA

CH

INE

S

6.1

Pow

er s

tati

on

and i

ts c

om

pon

ents

,

6.2

Ter

min

olo

gie

s re

late

d t

o h

ydra

uli

c m

ach

ines

-Su

ctio

n

hea

d,

del

iver

y h

ead,

stat

ic

hea

d,

man

om

etri

c h

ead,

effi

cien

cy a

nd p

ow

er.

6.3

Co

mp

on

ents

o

f p

um

ps

an

d t

urb

ines

and w

ork

ing i

n

bri

ef.

6.4

Sel

ecti

on a

nd c

hoic

e o

f pu

mp a

nd t

urb

ine.

12

6

CO

6



Page 153



S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

1 Measure pressure using pressure measuring devices. 1 2 CO1

2 Verification of Bernoulli’s theorem. 2 2 CO2

3 Study of sharp edged circular orifice. 3 2 CO3

4 Calibration of Venturimeter/ Orificemeter to find out the

discharge in a pipe. 3 2 CO3

5 Calibration of Triangular/ Rectangular notch to find out the

discharge in a open channel. 3 2 CO3

6 Measure the velocity of flow of water in open channel using

current meter/float 3 2 CO3

7 Study of loss of head due to friction in pipes. 4 2 CO4

8 Study of uniform flow formulae of open channel flow 5 2 CO5

-- Total -- 16 --

S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Assignment based on prerequisite knowledge based on

physics and mathematics related to hydraulics 1 2 CO1

2 Draw total energy line and hydraulic grade line for the given

pipe flow condition 2, 4 2 CO2,

CO4

3 Calculation of down take pipe sizing/rising main. 4 2 CO 4

4 Calculation of capacity of a centrifugal pump supplying

water to overhead tank. 6 2 CO6

-- Total -- 8 --

S.


Topic

No.

Hours

Allotted

Mapped

CO

1 Preparation of report/presentation on advances in fluid

properties and flow measurement 1 2 CO1

2 Video presentation on hydraulic machinery 6 2 CO6

3 Visualisation of variation in fluid properties and flow based

on Wolfram Mathematica /Java Applets 2 2 CO 4

-- Total -- 6 --


Hours Allotted

Mapped CO


-- Total -- 32 --



Page 154


ACTIVITIES

Rubriks for Laboratory Manual Report/Assignments

Category 4 3 2 1

Structure Very Well Structured Well Constructed Structured But


Understanding of

Analytical Concepts

Complete

Understanding

Substantial


Limited

Understanding

Mathematical Errors Least Errors 90 % Free Of


50 % Free Of

Errors

Graphics

Neat ,Accurate And

Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading And

Redundant

Least Accurate And Not Neat

Timely Completion

of Sub Activities Maximum Moderate Satisfactory Least

Overal Understanding Maximum Moderate Satisfactory Least

Rubricks for Student Activities

Category 4 3 2 1

Structure And

Presentation

Very Well


Structured But


Quantity Of

Information

All Subtopics

Covered In Detail

All Subtopics Are

Mostly Covered

Some Of The

Subtopics Are Not

Covered In Detail

Some Of The

Subtopics Are Not

Covered

Quality Of

Information

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevent

Information

Sources Clear

Documentation

Clear

Documentation

With Some Missing

Links

Part Documentation

With Missing

Links

Documentation

With Number of

Missing Links

Graphics

Neat ,Accurate And

Enhance Understanding

Neat And Accurate

Some Illustrations

Are Misleading And Redundant

Least Accurate And

Not Neat

Group Activity

Maximum

Coordination And

Effort

Fair Coordination

And Effort

Lack Coordination

And Effort Least Participation

Timely Completion


Overal




1 Pressure measuring devices like piezzometer, differential manometer, u tube manometer, Bourdons pressure gauge

1

2 Bernoulli’s apparatus, Stop watch, Hydraulic bench. 2

3 Constant head/ Variable head water tank with orifice, hydraulic bench. 3

4 Venturimeter/ Orificemeter , hydraulic bench, stop watch. 3

5 Triangular/ Rectangular notch, hydraulic bench with open channel. 3



Page 155


6 Current meter, calibration curve, hydraulic bench with open channel flow.

3

7 Apparatus for finding Friction factor of the pipe, Stop watch. 4

8 hydraulic bench with open channel, stop watch 5

9 Wolfram CDF player software SA3


Topic

No. Topic Title

Mapped CO %

OR

Emphasis




I Properties of Fluid and

Hydrostatics CO1, 18.75% 4 4 8 16

II Hydrodynamics CO2, 15.63% 4 4 4 12

III Flow Measurement CO3,15.63% 4 4 4 12

IV Pipe Flow CO4, 15.63% 4 4 4 12

V Open Channel Flow CO5, 18.75% 4 4 8 16

VI Hydraulic Machines CO6, 15.63% 4 8 - 12

Total 100% 24 28 28 80


EXAMINATIONS

S. No Topic Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Define total pressure, centre pressure.

2 1 CO1 U Distinguish between gauge pressure and absolute

pressure

3 1 CO1 A

Find the intensity of pressure on diver working, at

a depth of 200m under the sea, if the specific

gravity of sea water is 1.025.


• BOOKS


1 Hydraulics and Fluid

Mechanics

Modi,P. N. and

Seth S.M.

Standard book house, Delhi

ISBN:13: 978-8189401269;

2 Hydraulics, Fluid Mechanics

And Fluid Machines

Ramamrutham

and Narayan, R.

Dhanpat Rai Publishing Company

ISBN:8187433841

3 Hydraulics, Fluid Mechanics,

Hydraulic machines Khurmi,R S

S Chand

ISBN: 9788121901628

4 Fluid Mechanics Rajput, R K S Chand,

ISBN: 9788121916677

5 Fluid Mechanics and

Machinery

Ojha, C S P, and

Berndtsson, R

Oxford University Press

ISBN: 9780195699630



Page 156




• WEBSITES

S. No. ADDRESS


2 www.efluid.com

3 https://www.youtube.com/playlist?list=PL0EC6527BE871ABA3NSF Fluid

Mechanics Series

4 http://www.caee.utexas.edu/prof/kinnas/319LAB/fr_tool.html Elementary Fluid

Mechanics-Interactive Tools




COURSE NAME Theory of structures COURSE CODE R18AM3109


Page 157



Course Name Theory of structures Course code R18AM3109



Teaching scheme

Evaluation scheme

Direct assessment- Weightage = 80%

Theory outcome Practical outcome Total

Theory Allotted

hrs

Practical Allotted

hrs

ESE marks

TTA marks

TW marks

SW marks

AS marks

TU marks

Practical

Total Marks

OR marks

Total Marks

4 --

80 20 -- -- -- -- -- -- 100





1. RATIONALE

This is core subject which will enable the students to understand the analysis of indeterminate

structures and roof trusses, also the deformation of beams.


Analyze structural components using different methods.



1. Evaluate forces and their nature in different members of tusses.

2. Analyze deflections and slope produced by different loading conditions.

3. Analyze fixed beams under different loading conditions.

4. Analyze continuous beams under different loading conditions by using theorem of three moments.

5. Analyze fixed and continuous beams by using moment distribution method.

6. Determine safe load short and long columns subjected to axial and eccentric loads.

CO

UR

SE

NA

ME

T

heo

ry o

f st

ruct

ure

s C

OU

RSE

CO

DE

R

18

AM

310

9

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

158

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Th

eo

ry o

f S

tru

ctu

res

Co

urs

e C

od

e:

R1

8S

AM

31

09

PO

1

Basi

c a

nd

Dis

cip

lin

e

specif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

&

develo

pm

en

t

of

solu

tio

ns

PO

4

Eng

ineeri

ng

To

ols

,

Ex

pe

rim

en

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g

practi

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

me

nt

PO

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

o

n p

lan

nin

g

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

su

perv

isio

n a

nd

ma

inte

na

nce

CO

1

3

CO

2

3

CO

3

3

CO

4

3

CO

5

3

CO

6

3

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PEC

TE

D

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

O

UT

CO

ME

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

EA

SS

IGN

ME

NT

ST

OP

ICS

AN

D

LO'S

CO

UR

SE

NA

ME

T

heo

ry o

f st

ruct

ure

s C

OU

RS

E C

OD

E

R1

8A

M3

10

9

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

159

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

1

1a

Cal

cula

te ax

ial

forc

es fo

r th

e giv

en si

mp

le tr

uss

usi

ng a

nal

ytic

al m

eth

od.

1b

C

alcu

late

ax

ial

forc

es fo

r th

e giv

en si

mp

le tr

uss

usi

ng s

ecti

on o

f jo

ints

met

hod.

Tru

sses

1

.1

Def

init

ion o

f a

truss

, ty

pes

of

truss

es,

per

fect

, im

per

fect

,

redun

dan

t.

Law

of

per

fect

fra

mes

. M

etho

d o

f jo

ints

,

1.2

M

etho

d o

f se

ctio

ns,

zer

o f

orc

e m

em

ber

, ty

pes

of

truss

es u

sed i

n

roofs

, b

rid

ges

wit

h v

erti

cal

and i

ncl

ined

load

ing a

t n

od

al p

oin

ts

16

10

C

O1

2

2a.

Cal

cula

te t

he

slop

e and d

efle

ctio

n f

or

a ca

nti

lever

bea

m u

nder

giv

en l

oad

ing c

on

dit

ions

by

do

ub

le

inte

gra

tio

n m

eth

od.

2b

.Det

erm

ine

the

slop

e an

d d

efle

ctio

n f

or

a si

mply

supp

ort

ed b

eam

und

er g

iven

loadin

g c

ondit

ions

by

doub

le i

nte

gra

tion m

eth

od.

2c.

Fin

d t

he

slop

e an

d d

efle

ctio

n f

or

a ca

nti

lev

er b

eam

und

er g

iven

loadin

g c

on

dit

ions

by M

aca

ula

y’s

met

hod.

2d.

Cal

cula

te t

he

slop

e an

d d

efle

ctio

n f

or

a si

mp

ly

supp

ort

ed b

eam

und

er g

iven

loadin

g c

ondit

ions

by

Mac

aula

y’s

met

ho

d.

S

lop

e a

nd

Def

lect

ion

2

.1 C

once

pt

of

slop

e and d

efle

ctio

n,

stif

fnes

s of

a b

eam

,

slop

e an

d

def

lect

ion

fro

m

dif

fere

nti

al

equat

ion

of

ben

din

g

mom

ent

by

double

in

tegra

tion

met

ho

d,

const

ants

o

f in

tegra

tio

n

and

thei

r

eval

uat

ion,

stan

dard

cas

es a

canti

lev

er w

ith a

co

nce

ntr

ate

d l

oad

at

free

end,

a ca

nti

lever

carr

yin

g a

u.d

.l.

of

inte

nsi

ty ‘

w’

per

met

er

run o

ver

th

e en

tire

span,

a ca

nti

lev

er c

arry

ing a

con

cen

trat

ed l

oad

not

at t

he

free

en

d,

a si

mply

supp

ort

ed b

eam

car

ryin

g a

cen

tral

con

centr

ated

lo

ad,

a si

mp

ly s

up

port

ed b

eam

carr

yin

g a

n e

ccen

tric

load,

a si

mp

le b

eam

car

ryin

g a

u.d

.l.

of

inte

nsi

ty ‘

w’p

er m

eter

ru

n

over

the

enti

re s

pan

.

2.2

Mac

aula

y’s

met

ho

d T

ech

niq

ue

of

takin

g a

sec

tion w

hil

e usi

ng t

he

met

hod,

‘if

req

uir

ed’

term

s,

slop

e an

d

def

lect

ion

at

dif

fere

nt

sect

ions

of

a si

mple

bea

m c

arr

ying c

on

centr

ated

load

s b

y usi

ng

Mac

aula

y’s

met

hod (

solu

tio

n o

f a

cubic

eq

uat

ion a

t an

y st

age,

is

not

exp

ecte

d)

12

8

CO

2

CO

UR

SE

NA

ME

T

heo

ry o

f st

ruct

ure

s C

OU

RS

E C

OD

E

R1

8A

M3

10

9

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

160

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

3

3a.

Expla

in t

he

effe

ct o

f fi

xit

y i

n t

he

giv

en b

eam

sect

ion.

3b

. C

alcu

late

fix

ed e

nd m

om

ents

for

bea

m s

ub

ject

ed t

o

the

giv

en p

oin

t lo

ad.

3c.

Det

erm

ine

fix

ed e

nd m

om

ents

for

the

giv

en b

eam

su

bje

cted

to U

DL

over

enti

re s

pan b

y f

irst

pri

nci

ple

.

3d.

Fin

d e

nd m

om

ents

an

d r

eact

ions

for

fixed

bea

m

un

der

giv

en l

oadin

g c

on

dit

ion.

3e.

Dra

w S

.F.D

and B

.M.D

fo

r giv

en f

ixed

bea

m f

or

the

giv

en

F

ixed

Bea

m

3.1

Conce

pt

of

fixit

y, e

ffec

t o

f fi

xit

y,

advanta

ges

and d

isad

vanta

ges

,

fixed

end m

om

ents

, nat

ure

of

fixed

en

d m

om

ents

, an

d p

rin

ciple

of

sup

erim

posi

tio

n.

3.2

Der

ivat

ion o

f fo

rmula

e o

f fi

xed

bea

ms

subje

cted

to c

once

ntr

ated

lo

ads

and u

nif

orm

ly d

istr

ibute

d l

oad o

ver

enti

re s

pan

, ap

pli

cati

on

of

stan

dar

d f

orm

ula

e in

fin

din

g e

nd m

om

ents

and d

raw

ing S

.F.

and B

.M.

dia

gra

ms

for

fix

ed b

eam

s.

3.3

Cal

cula

tin

g f

ixed

en

d m

om

ents

fro

m f

irst

pri

nci

ple

for

fix

ed

bea

ms

sub

ject

ed t

o c

on

cen

trat

ed l

oads

and u

nif

orm

ly d

istr

ibute

d

load o

ver

enti

re s

pan,

dra

win

g S

.F.

and B

.M.

dia

gra

ms

12

6

CO

3

4

4a.

E

xpla

in

the

effe

ct

of

conti

nuit

y in

th

e giv

en

situ

atio

n.

4b

. D

raw

d

efle

cted

sh

ape

of

conti

nuo

us

bea

m

subje

cted

to g

iven

load a

nd e

nd c

on

dit

ions.

4c.

E

xp

lain

C

alp

eyr

on’s

th

eore

m

of

thre

e m

om

ents

use

d f

or

anal

ysis

of

the

giv

en c

onti

nu

ous

bea

m.

4d.

Anal

yze

conti

nu

ous

bea

m

und

er

giv

en

loadin

g

con

dit

ions,

usi

ng

Cla

peyr

ons

theo

rem

o

f th

ree

mo

men

ts.

4e.

D

raw

S

.F.a

nd

B.M

. dia

gra

m

for

the

giv

en

conti

nu

ous

bea

m f

or

the

giv

en d

ata.

Con

tin

uou

s B

eam

s 4

.1 D

efin

itio

n,

effe

ct o

f co

nti

nuit

y,

nat

ure

of

mo

men

t in

du

ced

due

to

conti

nuit

y,

ad

vanta

ges

an

d

dis

adv

anta

ges

, p

ract

ical

ex

amp

les,

conce

pt

of

def

lect

ed

shap

e C

lap

eyro

n’s

th

eore

m

of

thre

e

mo

men

ts,

its

appli

cati

on to

var

ious

typ

es o

f co

nti

nuo

us

bea

m

havin

g

sup

port

s at

so

me

lev

el,

subje

cted

to

co

nce

ntr

ated

an

d

unif

orm

ly d

istr

ibute

d l

oads

ov

er e

nti

re s

pan

.

4.2

Shea

r fo

rce

and b

endin

g m

om

ent

dia

gra

ms

up

to t

hre

e sp

ans

wit

h

or

wit

hout

ov

erhangs.

S.F

. an

d B

.M.

dia

gra

ms

for

two s

pan

s w

ith

on

e en

d f

ixed

wit

h o

r w

itho

ut

over

han

g.

12

8

CO

4

5

5a.

Expla

in M

om

ent

Dis

trib

uti

on M

eth

od (

M.D

.M.)

use

d f

or

anal

yzi

ng t

he

giv

en i

nd

eter

rmin

ate

bea

m.

5b

. A

pp

ly M

.D.M

. to

anal

yse

giv

en c

onti

nu

ous

bea

m

havin

g s

am

e M

.I.f

or

the

giv

en c

ondit

ion.

5c.

Ap

ply

M.D

.M.

to a

nal

yse

giv

en c

onti

nu

ous

bea

m

havin

g d

iffe

rent

M.I

. fo

r th

e giv

en c

ondit

ion.

5d.

Plo

t S

.F. an

d B

.M.

Dia

gra

ms

for

conti

nu

ous

bea

m

for

the

giv

en d

ata.

Mom

ent

Dis

trib

uti

on

Met

hod

5

.1 I

ntr

odu

ctio

ns,

si

gn

con

ven

tion,

carr

y o

ver

fa

ctors

, st

iffn

ess

fact

ors

, an

d d

istr

ibuti

on f

act

ors

.

5.2

App

lica

tion o

f m

om

ent

dis

trib

uti

on m

eth

od t

o v

ari

ous

typ

es o

f

conti

nuo

us

bea

ms

sub

ject

ed

con

centr

ated

lo

ads

and u

nif

orm

ly

dis

trib

ute

d l

oads

ov

er t

he

enti

re s

pan

, sh

ear

forc

e an

d b

endin

g

mo

men

t dia

gra

ms

(supp

ort

s ri

gid

an

d a

t th

e sa

me

lev

el)

5.3

A

pp

lica

tion

of

mom

ent

dis

trib

uti

on

met

ho

d

to

non-s

way

16

10

C

O5

CO

UR

SE

NA

ME

T

heo

ry o

f st

ruct

ure

s C

OU

RS

E C

OD

E

R1

8A

M3

10

9

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

161

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mappe

d CO

5e.

Id

enti

fy t

he

typ

e o

f giv

en p

ort

al f

ram

e w

ith

just

ific

atio

n.

sym

met

rica

l port

al f

ram

es o

f si

ngle

bay a

nd s

ingle

sto

rey,

S.F

.

and B

.M.

dia

gra

ms

6

6a.

Dif

fere

nti

ate

bet

wee

n s

hort

an

d l

ong c

olu

mns

bas

ed

on g

iven

cri

teri

a.

6b

.Com

pute

safe

/des

ign l

oad o

f th

e co

lum

n f

or

giv

en

dif

fere

nt

end c

on

dit

ions

by u

sing E

ule

r’s.

6c.

Com

pute

safe

/des

ign l

oad o

f th

e co

lum

n f

or

giv

en

dif

fere

nt

end c

on

dit

ions

by u

sing E

ule

r’s.

Colu

mn

s 6

.1 P

rism

atic

colu

mns,

co

nce

pt

of

a co

lum

ns

and s

truts

. M

od

es o

f

fail

ure

of

a co

lum

n,

typ

es o

f co

lum

ns.

B

uck

ling l

oad,

crush

ing

load,

slen

der

nes

s ra

tio an

d

equiv

alen

t le

ngth

, E

ule

r’s

form

ula

(No

pro

of)

fo

r cr

itic

al

load

for

dif

fere

nt

end

condit

ions,

const

rain

ts

for

equiv

alen

t le

ngth

fo

r dif

fere

nt

condit

ion,

lim

itat

ions

of

Eule

r’s

form

ula

,

6.2

R

ankin

e’s

form

ula

and

const

ants

.

App

lica

tio

ns

of

Ran

kin

e’s

form

ula

12

6

CO

6



Page 162


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




I Trusses CO1, 20 4 4 8 16

II Slope And Deflection CO2, 15 4 4 4 12

III Fixed Beam CO3, 15 4 4 4 12

IV Continuous Beams CO4, 20 4 4 4 12

V Moment Distribution Method CO5, 15 4 4 8 16

VI Columns CO6, 15 4 8 - 12

Total -- 24 28 28 80


EXAMINATIONS

S.

No Topic

Mapped

co

Cognitive level

R/U/A Question

1 1 CO3 R Define fixed beam

2 1 CO2 U Write step by step procedure of double

integration method.

3 1 CO4 A Draw SFD for the given continuous beam by

using theorem of three moments.




• BOOKS


1 Theory of Structures Ramanrutham, S. Dhanpatrai & Sons, Delhi ISBN:978-93-84378-10-3

2 Theory of Structures Khurmi, R. S. S. Chand and Co., New Delhi, 2006

ISBN: 978-81-21905-20-6

3 Structural Analysis Vol-1

Bhavikatti, S S

Vikas Publishing House Pvt Ltd.New Delhi; ISBN: 978-81-25927-90-7

4 Mechanics of structures,

Volume-I and II Junnarkar, S. B.

Charotar Publishing House,Anand ISBN: 978-93-80358-99-4

5 Theory of Structures Pandit, G.S. and

Gupta, S.P.

Tata McGraw Hill, New Delhi, 2006

ISBN : 978-00-74634-93-6



Page 163


1. nptel.ac.in/courses/112107146/lects%20&%20picts/.../lecture30%20and%2031.htm

2. www.nptel.ac.in/courses/105101085/downloads/lec-32.pdf

3. www.facweb.iitkgp.ernet.in/~baidurya/CE21004/online_lecture_notes/m2l12.pdf 4. https://en.wikipedia.org/wiki/Theorem_of_three_moments

5. https://en.wikipedia.org/wiki/Moment_distribution_method

6. www.facweb.iitkgp.ernet.in/~baidurya/CE21004/online_lecture_notes/m3l19.pdf

7. www.bgstructuralengineering.com/BGSMA/ContBeams/BGSMA_CB_0201.htm

8. www.facweb.iitkgp.ernet.in/~baidurya/CE21004/online_lecture_notes/m3l19.pdf

9. www.civilprojectsonline.com › Building Construction 10. www.mathalino.com/reviewer/engineering.../method-sections-analysis-simple-trusses

• WEBSITES

S. No. ADDRESS


2 www.youtube.com



1 Mrs. V. D. Pawar 9403758095 [email protected]

COURSE NAME Concrete Technology COURSE CODE R18AM3109


Page 164



Course Name Concrete Technology Course code R18AM3109



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

3 2

80 20 10 15 - - 25 - @25 150




1. RATIONALE

This is core subject, which will enable the students to understand concepts, principles and

procedures about concrete and its ingredients, quality control of concrete before, during and

after construction of various civil structures.


Use proper concrete for various types of Civil works.



1. Select the types of cement as per site condition.

2. Identify and classify the types of aggregates as per civil construction.

3. Comprehend the various theories and principals related to preparation of concrete and relate to civil engineering works.

4. Implement quality control of concrete.

5. Select admixture for concreting work under various weather conditions. 6. Observe safety measures as per set norms and guidelines specially on construction

sites / equipments / plants.

CO

UR

SE

NA

ME

C

on

cret

e T

ech

no

log

y

CO

UR

SE

CO

DE

R

18

AM

31

09

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 1

65

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Co

ncre

te T

ech

no

log

y

Co

urs

e C

od

e:

R1

8A

M3

10

9

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Practi

ces

for

Socie

ty,

Su

stain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d d

eta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

2

2

CO

2

2

2

CO

3

2

2

CO

4

3

2

2

3

CO

5

2

3

1

CO

6

3

2

3

2

3

R

atin

g s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘0

’ f

or

no

corr

elat

ion

5.

CO

UR

SE

MA

P

CO

UR

SE

NA

ME

C

on

cret

e T

ech

no

log

y

CO

UR

SE

CO

DE

R

18

AM

31

09

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 1

66

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1a)

D

escr

ibe

the

man

ufa

cturi

ng p

roce

ss o

f ce

men

t.

1b

)

Lis

t th

e ty

pes

of

cem

ent

alo

ng w

ith t

hei

r fu

nct

ion

.

1c)

E

xp

lain

th

e var

ious

test

s o

n

cem

ent

nee

ded

fo

r

cate

gori

zati

on.

1d)

E

nli

st a

nd e

xpla

in t

he

clas

sifi

cati

on a

nd

chara

cter

isti

c

of

aggre

gat

es.

1e)

D

iscu

ss t

he

gra

din

g a

nd i

nte

rpre

t it

s re

sult

fro

m t

he

gra

ph.

1f)

E

xpla

in

the

effe

cts

and

ill-

effe

cts

of

wat

er

on

con

cret

e.

Ing

red

ien

ts o

f C

on

cret

e

1.1

C

emen

t: M

an

ufa

cturi

ng o

f ce

men

t ,

typ

es a

nd gra

des

of

cem

ent,

fi

eld a

nd l

abo

rato

ry t

ests

on ce

men

t, s

am

pli

ng of

cem

ent.

1.2

A

ggre

gat

e:

clas

sifi

cati

on

chara

cter

isti

cs

and

gra

din

g

of

aggre

gat

es,

max

imu

m

size

of

aggre

gat

es,

com

bin

atio

n

of

fine

and c

oar

se a

ggre

gat

es.

1.3

W

ater

: R

ole

of

wat

er i

n c

oncr

ete,

qual

ity

of

wat

er,

Duff

Abra

m’s

law

for

wat

er c

emen

t ra

tio,

effe

ct o

f w

ater

cem

ent

rati

o o

n w

ork

abil

ity

and s

tren

gth

of

con

cret

e.

16

10

C

O1

CO

2

2

2a)

D

escr

ibe

the

pro

per

ties

of

con

cret

e.

2b

) M

easu

ring

the

pro

per

ties

o

f co

ncr

ete

an

d

inte

rpre

t

fro

m t

he

resu

lts

obta

ined

.

2c)

E

nli

st

and

expla

in

the

pro

per

ties

o

f co

ncr

ete

in

har

den

ed s

tate

.

Pro

per

ties

of

Con

cret

e

2.1

Fre

sh s

tate

: In

tro

du

ctio

n,

coh

esio

n a

nd w

ork

abil

ity.

C

on

cep

t

of

work

abil

ity.

F

acto

rs a

ffect

ing w

ork

abil

ity.

Mea

sure

men

t

of

work

abil

ity

by

slu

mp

test

, co

mp

act

ing

fact

or

test

.

Rec

om

men

ded

d

egre

es

and

corr

esp

ondin

g

val

ues

of

work

abil

ity,

V

ario

us

mea

sure

s to

im

pro

ve

work

abil

ity.

2.2

H

ard

ened

st

ate:

Str

ength

, sh

rink

age,

C

reep

,

Ther

mal

exp

ansi

on,

Per

mea

bil

ity,

Dura

bil

ity,

Res

ista

nce

to c

hem

ical

atta

ck,

Res

ista

nce

to c

orr

osi

on,

Fir

e re

sist

ance

.

12

7

CO

3

3

3a)

D

escr

ibe

the

vari

ous

step

s in

volv

ed i

n o

per

atio

ns

of

concr

ete.

3b

) S

tate

an

d e

xp

lain

met

hods

of

tran

sport

atio

n,

com

pact

ion a

nd c

uri

ng o

f co

ncr

ete.

Qu

ali

ty c

on

trol

of

con

cre

te

3.1

Sto

rin

g o

f in

gre

die

nts

, b

atch

ing

of

cem

ent

and

ag

gre

gat

es,

mix

ing o

f co

ncr

ete

ingre

die

nts

.

3.2

T

ransp

ort

atio

n

of

con

cret

e,

var

ious

met

hods,

p

laci

ng

of

con

cret

e, c

om

pact

ion,

met

ho

ds

of

com

pac

tion,

pre

cauti

ons.

3.3

C

uri

ng o

f C

on

cret

e –

Pu

rpose

, m

eth

ods

and

per

iod

of

curi

ng.

Typ

es o

f F

inis

hin

g o

f co

ncr

ete.

16

10

C

O4

CO

UR

SE

NA

ME

C

on

cret

e T

ech

no

log

y

CO

UR

SE

CO

DE

R

18

AM

31

09

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 1

67

S.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

4

4a)

Lis

t th

e m

eth

ods

of

Con

cret

e M

ix d

esig

n a

s p

er g

rad

e

of

concr

ete.

4b

) E

xpla

in a

nd d

iffe

renti

ate

amo

ngst

the

typ

es o

f co

ncr

ete

mix

ed d

esig

n.

Con

cret

e m

ix d

esig

n

4.1

Intr

od

uct

ion:

Bas

ic c

onsi

der

atio

ns

for

concr

ete

mix

des

ign.,

Fac

tors

in

flu

enci

ng t

he

choic

e of

mix

pro

port

ions.

4.2

Met

ho

ds

of

con

cret

e m

ix d

esig

n f

or

med

ium

str

ength

co

ncr

ete

–

India

n

Road

Co

ngre

ss

(I.R

.C.)

m

eth

od.

A

mer

ican

Con

cret

e In

stit

ute

(A

.C.I

.)

met

ho

d,

Dep

artm

ent

of

Envir

on

men

t (D

.O.E

.) m

eth

od,

Tri

al a

nd e

rror

met

ho

d.

4.3

H

igh st

ren

gth

co

ncr

ete

– In

tro

du

ctio

n,

met

hods

of

mix

ing

hig

h s

tren

gth

co

ncr

ete.

F

ield

adju

stm

ents

.

12

7

CO

3

5

5a)

E

xpla

in t

he

pro

ble

ms

and p

rev

enti

ve

mea

sure

s fo

r th

e

con

cret

ing u

nd

er g

iven

sit

uat

ions.

5b

) Id

enti

fy t

he

typ

e of

concr

ete

to b

e use

d f

or

the

rele

vant

condit

ions

of

work

.

Sp

ecia

l co

ncr

ete

s &

Sp

ecia

l co

ncr

ete

Tec

hn

iqu

es

5.1

In

trod

uct

ion,

hot

wea

ther

co

ncr

etin

g,

Cold

w

eath

er

con

cret

ing,

Un

der

wat

er c

on

cret

ing,

Con

cret

ing i

n s

eaw

ater

,

Con

cret

ing i

n a

gg

ress

ive

soil

s an

d w

ater

.

5.2

In

tro

du

ctio

n:

Lig

ht

wei

ght

concr

ete,

U

ltra

–

Lig

ht

wei

ght

con

cret

e,

Vacu

um

co

ncr

ete,

F

erro

ce

men

t,.

G

ap-g

rad

ed

con

cret

e, F

iber

rei

nfo

rced

co

ncr

ete.

5.3

C

olc

rete

, S

hot

Cre

te o

r G

uin

itin

g,

Pu

mp

ing o

f co

ncr

ete.

Vac

uum

dew

ater

ed c

on

cret

e, J

oin

ting.

12

7

CO

6

6

6a)

Des

crib

e th

e re

lev

ance

of

Rea

dy M

ixed

co

ncr

ete

.

6b

) D

raw

th

e la

yout

for

RM

C P

lant.

6c)

Id

enti

fy t

he

nee

d o

f an a

dm

ixtu

re a

nd i

ts e

ffec

t on

th

e

pro

per

ties

of

con

cret

e.

Rea

dy M

ixed

Con

cret

e &

Ad

mix

ture

s

6.1

Rea

dy

Mix

ed C

oncr

ete:

Intr

od

uct

ion.,

RM

C P

lant:

- L

ayout,

Cap

acit

y,

Tra

nsi

t M

ixer

, P

reca

uti

ons,

M

ainte

nance

et

c..

Rea

dy M

ix C

on

cret

e: -

Bat

chin

g &

Mix

ing .

Tes

t o

n R

MC

at

pla

nt.

6.2

A

dm

ixtu

res:

Def

init

ion,

fact

ors

aff

ecti

ng t

hei

r ef

fect

iven

ess,

Cla

ssif

icat

ion:-

A

ccel

erat

ing,

Ret

ardin

g,

Wat

er

Red

uci

ng,

Air

entr

ainin

g,

Pla

stic

izer

s, S

up

er p

last

iciz

ers,

Bra

nd n

am

es

of

var

ious

adm

ixtu

res.

12

7

CO

5



Page 168



S.

No. Laboratory Practical

Topic

No.

Hours

Allotted

Mapped

CO

1 Fineness test on cement. 1 2 CO1

2 Standard consistency test on cement. 1 2 CO1

3 Initial and final test on cement. 1 2 CO1

4 Compressive strength of cement. 1 2 CO1

5 Specific gravity and water absorption of aggregates. 1 2 CO2

6 Size gradation analysis for fine and coarse aggregate. 1 2 CO2

7 Bulking of sand. 1 2 CO2

8 Effect of Water-Cement ratio on Workability &

Compressive Strength of Concrete. 2 &3 2 CO3

9 Effect of Admixture on Workability & Compressive

Strength of Concrete. 3 &6 2 CO3

10 Effect of Admixture on Setting Time of Cement. 1 &6 2 CO5

Total 20

S.


Topic

No.

Hours

Allotted

Mapped

CO

A Class visit (Any Two)

1 Site visit to any one special concreting technique. 5 2 CO6

2 Factory visit to any one precast concrete product. 5 2 CO6

3 Plant visit to Ready Mixed Concrete or Lightweight concrete 6 2 CO4

CO6

B

Individual visits - Group of 3-4 students will visit at least 5

different types of civil construction sites and collect

information related to field tests for cement, aggregates and

concrete & safety norms & precautions.

1,2,3 6

CO1

CO2

CO3

CO6

Total 10


No.

Hours

Allotted

Mapped

CO

Practical –assignments-student activities submission 2

Total 32


ACTIVITIES

Rubriks for Laboratory Practicals

Category 4 3 2 1

Experimental

procedure &

handling of the

instruments

Follows procedure

as instructed and

safe & correct

handling of the

instruments

Little oversight

towards procedure,

safety & handling

of the instruments

Considerable

oversight towards

procedure, safety

and handling of the

instruments

Careless about

the procedure

safety & handling

of the

instruments.



Page 169

Category 4 3 2 1

Data documentation,

data analysis &

results interpretation

Correct

Documentation of

all data, Correct

calculations and

Error in result

worked out

correctly is within

the limit

Correct

documentation of

majority of data,

Minor errors in

calculations and

Error in results

worked out

correctly is not

within the limit

Incorrect

documentation of

majority of data,

Major errors in

calculations and

Error in result

Worked out

incorrectly.

Incomplete &

wrong

documentation of

data,

Incomplete &

wrong

calculations and

Error in result not

worked out.


share to work

Sometimes depends

on others to

complete the work

Many times

depends on others to

complete the work

Always depends on others to

complete the

work


activity Maximum Moderate Satisfactory Least



Category 4 3 2 1

Structure And

Presentation

Very Well


Structured But


Quantity Of Information

All Subtopics Covered In Detail

All Subtopics Are Mostly Covered


Covered In Detail

Some Of The Subtopics Are

Not Covered

Quality Of Information

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevent

Information

Sources Clear

Documentation

Clear

Documentation

With Some Missing

Links

Part Documentation

With Missing

Links

Documentation

With Number Of

Missing Links


Coordination And

Effort

Fair Coordination And Effort

Lack Coordination And Effort

Least Participation




Rubricks for Orals

Category 4 3 2 1

Delivery

Relaxed, Self confident,

show natural body

movement

Demonstrate quick

recovery from

minor mistake

Self conscious

and monotone

voice

Poorly performed


concise

Mostly clear and


Incompletes and not

concise

Vocabulary

Wide range of


no repetition.

Quite Wide range

of vocabulary and

there is not lot of

repetition

Some new

vocabulary and

few new

expression

Student tends to

repeat words all the

time.

Presentation Orderly and effectively Orderly and little


Body

Language


no nervous expressions

Keep eye contact

and few nervous

expressions

Do not keep eye

contact and few

nerves

expressions

Do not Keep eye

contact and total

nervous expressions



Page 170



1 90 micron IS Sieve (200mm diameter) as per I.S.460-1962 1

2 Vicat Apparatus: Vicat mould (80mm dia. & 40mm high), glass base

plate, Consistency plunger, Initial and Final setting time needle. 2,3,10

3

Compression Testing Machine (2000 kN) Cement Vibrating Machine

(70.6 mm Cube Mould) and Vibration Table (For 150mm concrete

mould)

4,8

4 Standard set of sieves ranging from 80 mm to 150 microns and

mechanical sieve shaker 6

5 Pycnometer bottle 5

6

Slump cone (top dia. 100mm, bottom dia. 200mm and height

300mmm). Standard tamping rod of 16mm diameter & 600mm length

with rounded end, compaction factor apparatus and flow table apparatus

8,9

7 Measuring cylinder 7

8 Weighing Balance 300kg Cap.(Platform type) --

9 Hot Air Oven --


Topic

No. Topic Title

Mapped CO

% OR

Emphasis




I Ingredients of Concrete CO1, CO2 4 8 4 16

II Properties of Concrete CO3 4 8 -- 12

III Quality control of concrete CO4 4 6 6 16

IV Concrete mix design CO3 4 8 -- 12

V Special concretes & Special

concrete Techniques CO6 4 4 4 12

VI Ready Mixed Concrete &

Admixtures CO5 4 4 4 12

Total 24 38 18 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R State various types of cement.

2 1 CO1 U Enlist various physical tests on cement



Page 171

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

3 1 CO1 A Suggest type of cement to be used for mass

construction concrete work


• BOOKS

S.


1 Concrete Technology M.S. Shetty S. Chand and Company Ltd., New

Delhi. ISBN: 978-8-121-90003-4

2 Concrete Technology M. L. Gambhir Tata McGraw-Hill Publication, New

Delhi. ISBN:978-1-259-06255-1

3 Properties of Concrete A. M. Neville Pearson Education Pvt. Ltd., New

Delhi. ISBN:978-0-273-75580-7

• WEBSITES

S. No. Address




1 Prof. A. Y. Devare 020-26163669 [email protected]

COURSE NAME Geotechnical Engineering COURSE CODE R18AM3110


Page 172



Course Name Geotechnical Engineering Course code R18AM3110



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

mark

s

3 2

80 20 15 10 - - 25 - @25 150





1. RATIONALE

This is core subject which will enable the students to understand the science of soil mechanics

and deals with elementary knowledge of engineering of earth materials and it’s applications in

the field of engineering constructions.


Apply principles of soil properties for the various civil engineering construction works.



1. Identify and classify various types of soil suitable for types of foundation for Civil

Engineering works.

2. Select appropriate processes and tools for testing of soil and soil properties.

3. Interpretation and suggest remedial measures from results of soil characteristics for

Civil construction.

4. Comprehend the various theories and principals related to soil mechanics and relate to

Civil Engineering components.

5. Observe safety measures as per set norms and guidelines especially on fields.

CO

UR

SE

NA

ME

G

eote

chn

ica

l E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

AM

31

10

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 1

73

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Geote

ch

nic

al

En

gin

eeri

ng

Co

urs

e C

od

e:

R1

8A

M3

11

0

PO

1

Ba

sic a

nd

Dis

cip

lin

e

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Des

ign

/

Dev

elo

pm

ent

of

So

luti

on

s

PO

4

En

gin

eeri

ng T

oo

ls,

Exp

erim

enta

tio

n

an

d T

esti

ng

PO

5

En

gin

eerin

g

Pra

ctic

es f

or

So

ciet

y,

Su

sta

ina

bil

ity a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-lo

ng

lea

rn

ing

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ruct

ion

execu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

2

2

2

CO

2

1

2

3

CO

3

2

2

2

2

CO

4

1

2

2

2

1

1

CO

5

1

2

3

3

R

atin

g s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

CO

UR

SE

NA

ME

G

eote

chn

ica

l E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

AM

31

10

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 1

74

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

1

1a)

E

nli

st a

nd d

efin

e th

e in

dex

pro

per

ties

of

soil

.

1b

) R

elat

e v

ario

us

term

s w

ith i

ndex

pro

per

ties

.

1c)

D

eter

min

e fi

eld d

ensi

ty b

y C

ore

cutt

er,

San

d

r

epla

cem

ent

& W

ater

dis

pla

cem

ent

met

ho

d.

1d)

Exp

lain

ro

cks,

rock

cycl

e, s

truct

ura

l fe

atu

res

of

rock

s.

Fu

nd

am

enta

l D

efin

itio

ns

an

d T

hei

r R

ela

tion

ship

1.1

Mea

nin

g o

f so

il,

typ

es o

f so

il a

vai

lable

in I

ndia

& t

hei

r b

ehav

ior

in

short

, gra

phic

al

repre

senta

tio

n

of

soil

as

a

thre

e p

has

e sy

stem

, def

init

ions

of

mois

ture

co

nte

nt,

unit

wei

ght,

bulk

den

sity

sat

ura

ted

den

sity

, su

bm

erg

ed d

ensi

ty,

dry

den

sity

, sp

ecif

ic g

ravit

y, v

oid

s ra

tio,

poro

sity

, deg

ree

of

satu

rati

on,

per

centa

ge

air

void

s, a

ir c

onte

nt

an

d

den

sity

in

dex

.

1.2

Rel

atio

nsh

ip b

etw

een v

ario

us

term

s st

ated

ab

ov

e in

dex

pro

per

ties

,

labora

tory

det

erm

inat

ion o

f m

ois

ture

co

nta

in b

y o

ver

dry

ing a

nd b

y

tors

ion b

alan

ce m

etho

d,

lab

ora

tory

det

erm

inat

ion o

f sp

ecif

ic g

ravit

y

by

usi

ng P

ycn

om

eter

.

1.3

Det

erm

inat

ion o

f fi

eld d

ensi

ty b

y C

ore

cutt

er,

San

d r

epla

cem

ent

&

Wat

er d

isp

lace

men

t m

etho

d.

1.4

Rock

s – I

ntr

od

uct

ion,

rock

cycl

e, S

tru

ctura

l fe

ature

s o

f ro

cks(

fold

s,

fault

s, j

oin

ts,

ov

erla

ps

and n

app

e) -

def

init

ions,

par

ts a

nd t

yp

es.

16

10

C

O1,

CO

2

2

2a)

Expla

in a

nd d

efin

e li

quid

lim

it,

pla

stic

lim

it a

nd

sh

rink

age

lim

it.

2b

) D

eter

min

e A

tter

ber

g’s

li

mit

b

y

lab

ora

tory

met

hod.

2c)

C

lass

ify p

arti

cle

size

usi

ng

M.I

.T.

An

d I.

S.

met

hod.

Con

sist

ency

of

soil

& C

lass

ific

ati

on

of

Soil

2.1

Def

init

ion,

Att

erb

erg’s

lim

its

of

consi

sten

cy:

liq

uid

lim

it,

pla

stic

lim

it a

nd s

hri

nkag

e li

mit

, gra

ph o

f v

olu

me

vs

wat

er c

onte

nt

for

dif

fere

nt

consi

sten

cy

lim

its.

2.2

Lab

ora

tory

det

erm

inat

ion o

f A

tter

ber

g’s

lim

its.

2.3

Par

ticl

e si

ze

clas

sifi

cati

on M

.I.T

. an

d I

.S.,

Par

ticl

e si

ze

dis

trib

uti

on

curv

e &

it

’s in

terp

reta

tio

n,

U.

S.

Bure

au of

soil

s an

d U

.S.P

.R.A

.

textu

ral

clas

sifi

cati

on a

nd b

rief

des

crip

tio

n o

f p

last

icit

y c

har

t.

12

7

CO

2,

CO

3

3

3a)

D

efin

e p

erm

eab

ilit

y,

lam

inar

fl

ow

an

d

turb

ule

nt

flow

,

D

arcy

’s l

aw..

3b

) S

ug

ges

t dif

fere

nt

met

hods

for

det

erm

inat

ion

of

coef

fici

ent

of

per

mea

bli

lity

.

Per

mea

bil

ity

of

Soil

& C

om

pact

ion

3.1

D

efin

itio

ns

of

per

mea

bil

ity,

lam

inar

flo

w a

nd t

urb

ule

nt

flo

w,

Dar

cy’s

law

, as

def

init

ions

of

dis

char

ge

vel

oci

ty,

seep

age

vel

oci

ty

and c

oef

fici

ent

of

per

cola

tion,

fact

ors

aff

ecti

ng p

erm

eabil

ity.

3.2

M

eth

ods

of

det

erm

inat

ion o

f p

erm

eab

ilit

y, l

abora

tory

met

ho

ds,

16

10

C

O3

CO

4

CO

UR

SE

NA

ME

G

eote

chn

ica

l E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

AM

31

10

Cu

sro

w W

adia

In

stit

ute

of

Tech

nolo

gy,

Pune

1,

Civ

il E

ngin

eer

ing D

epar

tment,

R1

8 C

urr

iculu

m

Pag

e 1

75

S.

No

. U

nit

Ou

tco

mes

(U

Os)

T

op

ics

an

d S

ub

-to

pic

s

Marks

Hours

Mapped

CO

3c)

Def

ine

com

pact

ion,

conso

lidat

ion.

3d)

Sta

te d

iffe

rent

met

hods

of

com

pact

ion.

fall

ing h

ead m

ethod a

nd c

onst

ant

hea

d m

eth

od.

3.3

Def

init

ion of

com

pact

ion a

nd co

nso

lidat

ion,

Pro

ctor’

s co

mp

act

ion

test

:

stan

dar

d

and

mo

dif

ied,

dif

fere

nt

met

ho

ds

of

com

pac

tion,

den

sity

and

mois

ture

co

nte

nt

rela

tio

nsh

ip,

fact

ors

af

fect

ing

com

pact

ion a

nd b

rief

des

crip

tion o

f fi

eld c

om

pac

tion m

eth

ods.

4

4a)

D

efin

e b

eari

ng

cap

acit

y,

Ult

imat

e b

eari

ng

cap

aci

ty,

safe

bea

ring c

apaci

ty &

all

ow

able

bea

rin

g

pre

ssure

.

4b

) E

xp

lain

Ter

zag

hi’

s an

alysi

s.

4c)

S

ugg

est

fiel

d

met

ho

ds

for

det

erm

inat

ion

of

bea

rin

g

C

apac

ity.

Bea

rin

g C

ap

aci

ty o

f S

oil

4.1

C

once

pt

of

bea

ring c

apaci

ty,

Ult

imat

e b

eari

ng c

apac

ity,

safe

bea

rin

g

cap

acit

y &

all

ow

able

bea

rin

g p

ress

ure

.

4.2

I

ntr

od

uct

ion t

o T

erza

ghi’

s an

alysi

s, a

ssu

mpti

ons

made

&

lim

itat

ions,

eff

ect

of

wat

er t

able

on b

eari

ng c

apaci

ty.

4.3

F

ield

met

ho

ds

for

det

erm

inat

ion o

f b

eari

ng c

apaci

ty –

Pla

te l

oad t

est

& S

tandar

d P

enet

rati

on T

est

pro

ced

ure

s as

per

I.S

.

12

7

CO

4

5

5a)

Def

ine

shea

r st

ren

gth

maj

or,

inte

rmed

iate

an

d

M

inor

pri

nci

pal

pla

nes

and s

tres

ses,

co

hes

ion,

F

rict

ional

res

ista

nce

and s

tru

ctura

l re

sist

an

ce.

5b

) E

xpla

in

Tw

o

dim

ensi

onal

st

ress

an

alys

is

by

Mohr’

s s

tres

s ci

rcle

and i

ts i

nte

rpre

tati

on.

5c)

Ill

ust

rate

dif

fere

nt

typ

es o

f sh

ear

test

s.

Sh

ear

stre

ng

th o

f so

ils

5.1

D

efin

itio

n o

f sh

ear

stre

ngth

maj

or,

inte

rmed

iate

and m

inor

pri

nci

pal

pla

nes

an

d s

tres

ses,

co

hes

ion,

fric

tional

res

ista

nce

and s

tru

ctura

l

resi

stan

ce,

met

hods

of

imp

rovin

g s

hea

r st

rength

of

soil

.

5.2

T

wo d

imen

sional

str

ess

anal

ysis

by M

ohr’

s st

ress

cir

cle

and i

ts

inte

rpre

tati

on,

Moh

r’s

circ

le f

or

c – s

oil

s an

d c

–φ s

oil

s,

inte

rpre

tati

on o

f co

ulo

mb

’s e

quat

ions.

5.3

D

iffe

rent

typ

es o

f sh

ear

test

s.

12

7

CO

5

6

6a)

Def

ine

eart

h p

ress

ure

, ac

tive

and p

assi

ve

eart

h

pre

ssure

s,

term

s an

d

sym

bols

re

lati

ng

to

a

reta

inin

g

w

all.

6b

) d

escr

ibe

stab

ilit

y co

ndit

ions

of

reta

inin

g w

all.

6c)

Exp

lain

Ran

kin

e’s

eart

h p

ress

ure

for

Coh

esiv

e

and c

oh

esio

nle

ss s

oil

s.

Ea

rth

Pre

ssu

re a

nd

Ret

ain

ing

Str

uct

ure

s 6.1

Def

init

ion o

f ea

rth p

ress

ure

, act

ive

and p

assi

ve

eart

h p

ress

ure

s, t

erm

s

and s

ym

bols

rel

atin

g t

o a

ret

ainin

g w

all,

rel

atio

n b

etw

een

mo

vem

ent

of

wal

l an

d e

arth

pre

ssure

and m

ovem

ent

resi

stin

g f

orc

e

on t

he

slid

ing w

edg

es.

6.2

R

ankin

e’s

eart

h p

ress

ure

for

coh

esiv

e an

d c

oh

esio

n l

ess

soil

s

6.3

N

um

eric

al p

rob

lem

s on n

on-c

ohes

ive

soil

s o

nly

.

12

7

CO

3,

CO

5



Page 176

7. PRACTICAL –ASSIGNMENTS-STUDENT ACTIVITIES


S.

No. Laboratory Practicals (Any Twelve)

Topic

No.

Hours

Allotted

Mapped

CO

1 Determination of Moisture content by oven drying. 1 02 CO1, CO2

2 Determination of Specific gravity by Pycnometer. 1 02 CO1, CO2

3 Determination of field density by Core Cutter. 1 02 CO1, CO2

4 Determination of field density by Sand Replacement. 1 02 CO1, CO2

5 Determination of field density by Soil Clod. 1 02 CO1, CO2

6 Grain size distribution by Mechanical Sieve

Analysis. 2 02 CO1, CO3

7 Determination of Liquid Limit by Casegrande’s

apparatus. 2 02 CO1, CO3

8 Determination of Plastic Limit 2 02 CO1, CO3

9 Determination of Shrinkage Limit. 2 02 CO1, CO3

10 Determination of Coefficient of Permeability under

constant head. 3 02 CO4

11 Determination of Coefficient of Permeability under

variable head. 3 02 CO4

12 Determination of O.M.C. and O.D.D. by standard

proctor test. 3 02 CO4

13 Determination of Shear Parameters by direct shear

test. 5 02 CO5

14 Determination of Shear Parameters by vane shear

test. 5 02 CO5

15 Determination of Shear Parameters by unconfined

compression test. 5 02 CO5

16 Determination of Shear Parameters by triaxial shear

test. 5 02 CO5

-- Total -- 24 --


No.

Hours

Allotted

Mapped

CO

1

A visit to nearby field / construction site for

type of soil available, collection of soil sample

for testing in the laboratory.

1, 2,3,

4 & 5 4

CO1, CO2,

CO3

-- Total -- 4 --


No.

Hours

Allotted

Mapped

CO

-- Practical –assignments-student activities

submission --

4 --

-- Total -- 32 --



Page 177


ACTIVITIES

Rubriks for Laboratory Practicals

Category 4 3 2 1



Follows

procedure as

instructed and

safe & correct

handling of the

instruments

Little oversight

towards

procedure,

safety &

handling of the

instruments

Considerable

oversight

towards

procedure,

safety and handling of

the instruments

Careless about

the procedure

safety & handling

of the instruments.

Data documentation, data

analysis & results

interpretation

Correct

Documentation

of all data,

Correct

calculations and

Error in result

worked out

correctly is

within the limit

Correct

documentation

of majority of

data,

Minor errors in

calculations and

Error in results

worked out

correctly is not

within the limit

Incorrect

documentation

of majority of

data,

Major errors in

calculations and

Error in result

Worked out

incorrectly.

Incomplete &

wrong

documentation of

data,

Incomplete &

wrong

calculations and

Error in result not

worked out.


share to work


others to

complete the

work

Many times depends on

others to

complete the

work

Always depends on others to

complete the

work




Category 4 3 2 1

Structure And


Structured But


Quantity Of

Information

All Subtopics

Covered In Detail

All Subtopics

Are Mostly

Covered

Some Of The

Subtopics Are

Not Covered In

Detail

Some Of The

Subtopics Are Not

Covered

Quality Of

Information

Clear Description

With Supporting

Details

Clear

Description With

Some Supporting

Details

Clear Description

With Lack Of

Supporting

Details

Irrelevent Information


Clear

Documentation

With Some

Missing Links

Part

Documentation

With Missing

Links

Documentation With

Number Of Missing

Links

Group Activity

Maximum

Coordination And

Effort

Fair

Coordination

And Effort

Lack

Coordination

And Effort

Least Participation

Timely Completion


Overall




Page 178

Rubricks for Orals

Category 4 3 2 1

Delivery

Relaxed, Self

confident, show

natural body movement

Demonstrate quick

recovery from minor mistake

Self conscious and



concise


concise Unclear

Incompletes and

not concise

Vocabulary

Wide range of

vocabulary and there is no repetition.

Quite Wide range of

vocabulary and there is not lot of repetition

Some new

vocabulary and few new expression

Student tends to

repeat words all the time.


effectively

Orderly and little


Body

Language


no nervous

expressions


few nervous

expressions

Do not keep eye

contact and few

nerves expressions

Do not Keep eye

contact and total

nervous

expressions


Sr.

No. Equipment Name with Specifications Practical

1 Pycnometer of about 900 ml capacity, with a conical brass cap at its top. 2

2 Cylindrical core cutter of steel, 127.4 mm long & 100 mm internal diameter, with a

wall thickness of 3 mm, beveled at one end. Steel dolly, 25 mm high & 100 mm

internal diameter, with wall thickness 7.5 mm

3

3

Sand pouring cylinder about 3 liter capacity, mounted above a pouring cone and

separated by a shutter cover plate and a shutter, cylindrical calibrating container,

100 mm internal diameter & 150 mm internal depth.

5

4 Casegrande liquid limit device consisting of cup, handle, adjusting screws, counter

alongwith A.S.T.M & B.S grooving tool 7

5 Circular shrinkage dish (porcelain/stainless steel/brass) with flat bottom about 45

mm in diameter & 15 mm high, Porcelain evaporating dish (about 120 mm (large)

& one 60 mm (small) in diameter), glass plate with three prongs, plain glass plate

8, 9

6 Cylindrical mould (capacity 1000cc, internal diameter 100 mm, effective height

127.3 mm), Rammer for light compaction (face diameter 50 mm, mass of 2.6 kg,

free drop 310 mm)

12

7 Jodhpur permeameter consisting of porous stones, filter paper etc. & accessories. 10, 11

8

Shear box, 60mm square and 60mm deep, grid plates , porous stones, base plate

with cross grooves on its top face , loading pad with a steel ball on its top, loading

frame, proving ring with dial gauge accurate to 0.002 mm, micrometer dial gauge

accurate to 0.01 mm.

13

9 Vane shear tester consists of measuring apparatus for torque, worm gear and worm

wheel arrangement. 14

10 Compression device consists of loading frame, Strain measuring dial gauge with

0.01 mm graduations, Proving ring with dial gauge accurate to 0.002 mm. 15

11 Set of Sieves and Sieve Shaker (Motorised) 6

12 Measuring cylinder 4

13 Hot Air Oven. 1

14 Soil Extractor Frame.

15 Digital Weighing Balance.



Page 179


Topic

No. Topic Title

Mapped CO

% OR

Emphasis




I Fundamental Definitions

and Their Relationship CO1, CO2 4 8 4 16

II Consistency of soil &

Classification of Soil CO2, CO3 4 8 -- 12

III Permeability of Soil &

Compaction CO3, CO4 4 6 6 16

IV Bearing Capacity of Soil CO4 4 8 -- 12

V Shear strength of soils CO5 4 4 4 12

VI Earth Pressure and

Retaining Structures CO3, CO5 4 4 4 12

Total 24 38 18 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Define moisture content.

2 1 CO1 U Explain specific gravity and voids ratio.

3 1 CO1 A Determine field density by Core cutter method.


• BOOKS


1 Geotechnical Engineering B. J. Kasmalkar Pune Vidyarthi Griha Prakashan Pune

2 Soil Mechanics and Foundation

Engineering Punmiya B. C.

Standard Book House, Delhi.

3 Fundamental of Soil Mechanics Taylor Asia Pub. House, Bombay.

4 Physical & Engineering Geology S. K. Garg Khanna Publishers, New Delhi.

• WEBSITES

S. No. Address

1 www.totalgeotechnical.com




1 A. Y. Devare, Lecturer, Civil 02026163669 [email protected]

COURSE NAME Transportation Engineering COURSE CODE R18CE4101


Page 180



Course Name Transportation Engineering Course Code R18CE4101

Course Category Applied Credits 3


Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 -

80 20 - - - - - - - 100



End Semester Examination - ESE, Two tests average - TTA, Term Work - TW, Student Activity - SW, Assignments –

AS, Tutorials - TU, Oral - OR

1. RATIONALE

Transportation plays an important role in development of the country. The major share of the budget is

allotted to development of transportation. Progress and integration of country is measured by the

development of communication system, which has direct relation to prosperity of a nation. The civil

engineer diploma holder must possess knowledge and skills in construction and maintenance of

railways, bridges & tunnels. Indian Railway is a huge organization and employs more than one million

of technical & nontechnical people. Railways have its own recruitment board. Same way lot of

business & employment potential is available in the field of bridge & tunnel engineering. Civil

engineer can execute lot of works of railways, bridges & tunnels as a contractor also.


Undertake construction and maintenance activities for railways, bridges and tunnels.



a. Identify the components of a railway track

b. Explain the geometric standards for railways.

c. Carry out Construction and maintenance of railway track

d. Summarize considerations in bridge design.

e. Describe construction and maintenance procedures for bridges.

f. Suggest appropriate method of construction and maintenance of tunnels

CO

UR

SE

NA

ME

T

ran

spo

rta

tio

n E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

CE

410

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

181

4.

CO

– P

O M

AT

RIX

Co

urs

e N

am

e:

Tra

nsp

orta

tio

n E

ng

ineeri

ng

R1

8C

E4

10

1

PO

1

Ba

sic

an

d

Dis

cip

lin

e S

pec

ific

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Des

ign

/

Dev

elo

pm

ent

of

So

luti

on

s

PO

4

En

gin

eer

ing T

oo

ls,

Exp

erim

en

tati

on

an

d

Test

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

So

ciet

y, s

ust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-L

on

g

Lea

rn

ing

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

deta

ilin

g

PS

O 2

Co

nst

ru

ctio

n

exec

uti

on

, su

per

vis

ion

an

d m

ain

ten

an

ce

CO

1

3

CO

2

3

1

2

CO

3

3

1

1

1

CO

4

3

1

1

CO

5

3

1

1

1

CO

6

3

1

1

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m,

‘1’

for

low

‘0

’ f

or

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

T

ran

spo

rta

tio

n E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

CE

41

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

182

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Un

it

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Ra

ilw

ay

s an

d C

om

pon

ents

of

Per

man

ent

Way

1a.

K

now

ing t

he

imp

ort

ance

of

rail

ways

1b.

Kn

ow

ing t

he

gau

ges

and i

ts i

mp

ort

ance

1c.

S

ug

ges

t th

e ty

pe

of

rail

tra

ck j

oin

t fo

r th

e giv

en

situ

atio

n

1d.

Sug

ges

t th

e pro

per

typ

e o

f tr

ack

co

mpo

nen

t fo

r

giv

en r

ailw

ay

sect

ion

1.1

Im

port

an

ce

of

rail

way.

In

dia

n

Rai

lways

. G

aug

es

–

Typ

es,

Suit

abil

ity,

fa

ctors

aff

ecti

ng

adopti

on.

Surv

eys

for

Rai

lwa

y

Pro

ject

s. R

equir

emen

ts o

f a

per

manen

t w

ay.

Til

ting o

f ra

ils

&

conin

g o

f w

hee

ls.

1.2

Com

po

nen

ts

of

Per

manen

t W

ay

I:

Rai

ls

–

Def

init

ion,

fun

ctio

ns,

ty

pes

. R

ail

join

ts

&

wel

din

g

of

rail

s.

Sle

eper

s –

Def

init

ion,

funct

ions,

typ

es –

PS

C &

Ste

el C

hann

el.

Spaci

ng &

den

sity

of

slee

per

s.

1.3

Com

po

nen

ts o

f P

erm

an

ent

Way

II:

Fix

ture

s &

fas

tenin

gs

– f

ish

pla

tes

& fi

sh b

olt

s, E

last

ic R

ail

Cli

p (

EC

R)

& ru

bb

er p

ads.

Def

init

ion

&

fun

ctio

ns

of

bal

last

. C

rush

ed

sto

ne

bal

last

&

ac

cepta

nce

cri

teri

a fo

r it

.

16

10

CO

1

2

Tra

ck G

eom

etri

cs a

nd

Bra

nch

ing

of

Tra

ck

2a.

E

xp

lain

the

fact

ors

aff

ecti

ng t

he

alig

nm

ent

of

the

rail

way f

or

giv

en t

erra

in.

2b.

Sug

ges

t th

e m

ag

nit

ude

of

elem

ents

of

the

trac

k

geo

met

rics

for

giv

en t

erra

in.

2c.

S

ug

ges

t th

e ty

pe

and a

rrang

emen

t o

f poin

ts a

nd

cross

ings

for

giv

en s

ituat

ion.

2.1

Tra

ck

Ali

gn

men

t.

Cro

ss

Sec

tio

nal

E

lem

ents

o

f T

rack

Geo

met

rics

: G

aug

e, w

idth

& d

epth

of

bal

last

, fo

rmat

ion w

idth

,

sid

e sl

op

es,

side

dra

ins,

rig

ht

of

way.

2.2

Lo

ngit

udin

al E

lem

ents

of

Tra

ck G

eom

etri

cs:

Gra

die

nts

& g

rad

e

com

pen

sati

on

at

curv

es,

Curv

es,

Sup

er-e

levat

ion,

Can

t

def

icie

ncy &

neg

ativ

e ca

nt,

Wid

enin

g o

f gau

ges

at

curv

es.

2.3

Bra

nch

ing o

f T

rack

s: D

efin

itio

n,

funct

ions,

co

mp

onen

t &

typ

es

of

Poin

ts,

Sw

itch

es,

Cro

ssin

gs

and T

urn

outs

.

12

7

CO

2

3

Sta

tion

s,

Yard

s,

Tra

ck

- C

on

stru

ctio

n

an

d

Main

ten

an

ce.

3a.

T

o k

now

rai

lway

stat

ions

and y

ards.

3b.

Des

crib

e th

e pro

cess

of

rail

tra

ck c

onst

ruct

ion.

3c.

D

escr

ibe

the

pro

cess

f r

ail

track

mai

nte

nan

ce.

3d.

Des

crib

e th

e fu

nct

ion o

f to

ols

an

d p

lants

req

uir

ed

for

trac

k m

ainte

nance

.

3.1

Sta

tions

& Y

ards:

D

efin

itio

n o

f S

tati

on,

Typ

es o

f st

atio

ns

–

Way

side

stat

ions,

junct

ions

& t

erm

inal

s. D

efin

itio

n o

f yar

ds,

T

yp

es o

f yard

s – M

arsh

alli

ng,

shu

nti

ng &

lo

co.

3.2

Tra

ck

Const

ruct

ion:

Dif

fere

nt

op

erat

ions

inv

olv

ed

in

track

const

ruct

ion.

Tra

m

line,

A

mer

ican,

Tel

esco

pic

&

P

QR

S

met

hods

of

track

lay

ing

3.3

Tra

ck

Mai

nte

nance

–

D

efin

itio

n,

Nec

essi

ty,

adv

anta

ges

,

clas

sifi

cati

on,

org

aniz

atio

n,

tools

& p

lants

.

12

7

CO

3

CO

UR

SE

NA

ME

T

ran

spo

rta

tio

n E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

CE

41

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

183

Un

it

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4

Bri

dge

En

gin

eeri

ng

– I

4

a.

Pro

pose

th

e re

levant

typ

e o

f b

rid

ge

for

giv

en

situ

atio

n

4b.

To k

now

co

nsi

der

atio

ns

in b

rid

ge

des

ign.

4c.

T

o

choose

th

e it

em

of

bri

dg

e su

bst

ruct

ure

rele

van

t to

sit

e co

ndit

ion.

4.1

Def

init

ion o

f bri

dg

e. C

lass

ific

atio

n o

f b

ridg

es.

Sit

e se

lect

ion

for

a bri

dg

e.

IRC

&

IS

re

fere

nce

s fo

r bri

dg

e des

ign

&

const

ruct

ion.

4.2

Consi

der

atio

ns

in

bri

dg

e des

ign

–

Des

ign

dis

charg

e,

Wat

erw

ay,

E

cono

mic

al

span

, A

fflu

x

&

Ver

tica

l cl

eara

nce

,

Sco

ur

dep

th,

Dep

th o

f fo

un

dat

ion,

Wid

th o

f ca

rria

ge

way a

nd

Hori

zonta

l cl

eara

nce

4.3

Bri

dge

sub

stru

cture

–

F

oun

dat

ion,

Pie

r,

Pie

r ca

p,

Gir

der

ped

esta

ls,

Bea

rin

gs,

Ab

utm

ents

& w

ing w

alls

.

12

7

CO

4

5

Bri

dges

En

gin

eeri

ng -

II

5

a.

To

cho

ose

th

e it

em

of

bri

dg

e su

per

stru

ctu

re

rele

van

t to

sit

e co

ndit

ion.

5b.

Co

mpare

th

e st

ruct

ure

s o

f dif

fere

nt

typ

es

of

culv

ers

ad c

ause

ways

.

5c.

D

escr

ibe

the

mai

nte

nance

p

roce

dure

fo

r giv

en

typ

e of

bri

dg

e.

5.1

Bri

dge

sup

er s

tru

ctu

re –

Dec

ked

, T

hro

ug

h,

Arc

hed

, G

ird

ered

,

Tru

ssed

, S

usp

ended

, C

able

st

aye

d

&

Mob

ile

or

Movin

g.

App

roac

hes

to b

rid

ge.

5.2

Culv

erts

&

C

ause

ways:

D

efin

itio

n

of

culv

ert

&

cause

ways

.

Typ

es o

f cu

lver

ts –

RC

C s

lab

, pip

e &

box.

Typ

es o

f ca

use

ways

– B

ed l

evel

, V

ente

d &

Hig

h l

evel

.

5.3

Mai

nte

nan

ce

of

Bri

dges

: R

outi

ne,

re

act

ive

and

pla

nned

pre

ven

tive

mai

nte

nan

ce.

Mai

nte

nan

ce o

f m

ason

ry,

con

cret

e &

stee

l b

rid

ges

. In

spec

tion f

or

mai

nte

nan

ce o

f b

ridg

es.

12

7

CO

5

6

Tu

nn

el E

ngin

eeri

ng

6a.

D

escr

ibe

the

crit

eria

fo

r se

lect

ion o

f th

e tu

nn

el

and s

haft

fo

r giv

en s

ituat

ion.

6b.

Choose

th

e m

eth

od o

f co

nst

ruct

ing t

he

tunn

el i

n

the

giv

en s

ituat

ion.

6c.

S

ug

ges

t th

e m

etho

d f

or

ven

tila

tio

n a

nd d

rain

age

of

giv

en t

un

nel

. 6

D.

Des

crib

e th

e p

roce

dure

fo

r m

ainte

nan

ce

of

tunnel

s in

the

giv

en s

ituat

ion.

6.1

Def

init

ion,

nec

essi

ty,

advanta

ges

& d

isadvanta

ges

of

tunnel

s.

Cla

ssif

icat

ion o

f tu

nnel

s. S

hap

e &

siz

e o

f tu

nn

els.

Shaft

& i

ts

typ

es.

Set

ting o

ut

tunn

el c

entr

e li

ne.

6.2

Met

hods

of

tunnel

ing i

n r

ock

s – F

ull

face

, h

eadin

g &

ben

chin

g

and d

rift

. M

eth

ods

of

tun

nel

ing i

n s

oft

str

ata

– F

ore

poli

ng,

Nee

dle

bea

m,

Lin

er p

late

& s

hie

ld.

Tun

nel

bori

ng m

ach

ine.

6.3

Lin

ing o

f tu

nnel

s – O

bje

ctiv

es,

Cas

t in

sit

u &

pre

cast

con

cret

e li

nin

g.

Rock

bolt

ing.

Ven

tila

tio

n,

dra

inag

e &

mai

nte

nan

ce o

f

tunn

els.

16

10

CO

6



Page 184


Unit

No. Unit Title

Mapped CO

% OR

Emphasis




1 Railways and Components of

Permanent Way CO1 4 4 8 16

2 Track Geometrics and

Branching of Track CO2 4 4 4 12

3 Stations, Yards, Track -

Construction and Maintenance CO3 4 4 4 12

4 Bridge Engineering – I CO4 4 4 4 12

5 Bridge Engineering – II CO5 4 4 4 12

6 Tunnel Engineering CO6 4 4 8 16

Total 24 24 32 80


learning and to assist teachers for teaching and assessment. The actual distribution of marks in

the question paper may vary from the above table.


EXAMINATIONS

Sr.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 2 CO2 R List any eight requirements of good track alignment.

2 2 CO2 U Explain equilibrium, maximum & permissible super

elevation.

3 2 CO2 A Draw labeled sketch of a left hand turnout.


• BOOKS


1. Transportation Engineering A. Kamala. Tata McGraw-Hill Publishing, New

Delhi . ISBN: 0074517333

2. Indian Rail Track (Design,

Construction & aintenance) M. M. Agarwal

Prabha & Co. Delhi.

ISBN: -81-900613-1-3

3. Railway Engineering Satish Chandra &

M. M. Agarwal

Oxford University Press, New Delhi.

ISBN 9780198083535

4. A Text Book of Railway

Engineering

S. C. Saxena &

S. P. Arora

Dhanpat Rai Publications, Delhi

ISBN. 978-81-89928-83-4

5. Roads, Railways, Bridges

& Tunnel Engineering

T. D. Ahuja &

S. P. Birdi

Standard Book House, Delhi.

ISBN 978-8189401337

7. Bridges in Maharashtra P.W.D. of

Maharashtra. Maharashtra Govt.

8. Bridge Engineering S.P. Bindra. Dhanpat Rai Publications, Delhi.



Page 185


ISBN-10: 8189928848

ISBN-13: 978-8189928841

9. Bridge Engineering Ponnuswamy S. Mc-Graw Hill Education, New Delhi

ISBN 9780-070656956

10. Tunnel Engineering S. C. Saxena

Dhanpat Rai Publications, Delhi.

ISBN-10: 938318230X

ISBN-13: 978-9383182305

• WEBSITES

Sr. No. Address

1 www.asce.org (Site of American Society of Civil Engineers)

2 www.bridgesite.com

3 www.wikipedia.com

4 www.theconstructiontimes.com

5 www.mahapwd.org

6 nptel.ac.in/courses.php

7 www.youtube.com

• MAGAZINES/PERIODICALS

Sr. No. Title

1 Building Materials & Construction World




1 IS 10753:1983 Code of practice for preservation of wooden sleepers for railway track by

pressure treatment

2 IS 10394:1982 Specification for wooden sleepers for railway track

3 IS 5317:2002 Specification for pitch-mastic for bridge decking and roads

4 IS 4756:1978 Safety code for tunneling work (first revision)

5 IS 1200(Part 25):1971 Method of measurement of building and civil engineering works:

Tunneling

6 IS 15026:2002 Guidelines for tunneling methods in rock masses



1 A. S. Shelar 9423558189 [email protected]

COURSE NAME Road Engineering COURSE CODE R18CE4102


Page 186



Course Name Road Engineering Course code R18CE4102



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 2

80 20 15 6 4 - 25 - 25 150



End Semester Examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS,


1. RATIONALE

Road is important, largest & basic mode of transport not only in India but all over the world. It is a

mode of transportation which can give service directly to the users end. The development of nation

can be measured in terms of length of road network in it. There is lot of scope for a civil engineer in

construction & maintenance of the roads. Students holding Diploma in Civil Engineering have

considerable opportunities in the field of roads. They could work as a technician in state B & C

Department, in MSRDC, in CPWD, in MES in NHAI and also in private sector involved in

infrastructure projects. Also he could take the road construction/maintenance works on contract basis

immediately after completing his diploma by registering with concerned authority in appropriate class.


Undertake construction and maintenance of roads.



1. Identify the type of a road.

2. Implement geometric design of a road.

3. Recommend a traffic control device.

4. Test the road construction materials.

5. Plan, organize and supervise road construction activities.

6. Select repair and maintenance technique for a road.

CO

UR

SE

NA

ME

R

oa

d E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

CE

410

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

187

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Roa

d E

ng

ineerin

g

Co

urs

e C

od

e:

R1

8C

E4

10

2

PO

1

Ba

sic

an

d

Dis

cip

lin

e S

pec

ific

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Des

ign

or

Dev

elo

pm

ent

of

So

luti

on

s

PO

4

En

gin

eerin

g

To

ols

,

Exp

erim

enta

tio

n

an

d T

esti

ng

PO

5

En

gin

eeri

ng P

ract

ices

for

So

ciety

,

sust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

na

gem

ent

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

ctio

n

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ruct

ion

execu

tio

n,

sup

ervis

ion

an

d

ma

inte

na

nce

CO

1

3

1

CO

2

3

1

1

CO

3

3

1

1

CO

4

1

3

1

CO

5

2

1

`1

1

2

CO

6

2

1

1

1

2

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

C

OM

PE

TE

NC

Y

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

R

oa

d E

ngin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

188

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Dev

elop

men

t, P

lan

nin

g,

Cla

ssif

icati

on

& A

lign

men

t

of

Roa

ds

1

.1

Sta

te i

mp

ort

ance

of

road

net

work

in d

evel

op

men

t o

f

a re

gio

n.

1.2

D

isti

ng

uis

h r

oad

dev

elop

men

t p

lans.

1.3

C

lass

ify

roads

as p

er I

RC

pro

vis

ions.

1.4

D

escr

ibe

surv

ey

for

road

pro

ject

.

1.5

L

ist

fact

ors

aff

ecti

ng al

ignm

ent

for

giv

en ty

pe

of

road

.

1.1

Def

init

ion

&

Imp

ort

ance

o

f ro

ads.

S

cop

e fo

r ro

ad

engin

eeri

ng.

Road d

evel

op

men

t in

In

dia

– J

aykar

Com

mit

tee

Rep

ort

, C

entr

al R

oad

F

un

d,

India

n R

oad

C

ongre

ss (I

RC

),

Cen

tral

Road

Res

earc

h I

nst

itute

(C

RR

I).

1.2

Road P

lannin

g –

Pri

nci

ple

s, F

acto

rs c

onsi

der

ed,

Pro

cedure

.

Road

Pla

nnin

g

in

India

–

N

agp

ur

pla

n,

Bo

mb

ay

pla

n,

Lu

ckn

ow

pla

n.

Curr

ent

scen

ari

o

of

road

dev

elop

men

t in

India

. P

rim

e M

inis

ter

Gra

m S

adak

Yoja

na

(PM

GS

Y).

1.3

IR

C c

lass

ific

atio

n o

f non u

rban &

urb

an r

oads.

Surv

ey f

or

Road P

roje

ct.

Road a

lign

men

t &

fact

ors

go

ver

nin

g i

t.

12

7

CO

1

2

Road

Geom

etr

ics

2

.1 E

xp

lain

th

e te

rms

rela

ted t

o r

oad

geo

met

rics

.

2.2

Sel

ect

typ

e &

mag

nit

ud

e o

f ca

mb

er f

or

giv

en s

ecti

on

of

a ro

ad

2.3

Des

crib

e ro

ad c

urv

e ap

pro

pri

ate

to g

iven

sit

uat

ion.

2.4

Cal

cula

te s

ight

dis

tance

s, r

adiu

s o

f cu

rve,

sup

er-

elev

atio

n a

nd w

iden

ing &

gra

de

com

pen

sati

on a

t

curv

es

2.5

Sug

ges

t ty

pe

& m

ag

nit

ud

e o

f g

radie

nt

for

giv

en

sect

ion o

f ro

ad.

2.6

Sk

etch

th

e cr

oss

sec

tio

n f

or

a ro

ad i

n g

iven

sit

uat

ion.

2.1

Con

cept

of

road

geo

met

rics

. T

erra

in cl

assi

fica

tion.

Des

ign

spee

d.

Co

mp

on

ents

o

f cr

oss

se

ctio

n

of

a ro

ad

&

thei

r

fun

ctio

ns.

2.2

Cro

ss s

ecti

onal

Ele

men

ts o

f ro

ad G

eom

etri

cs –

Rig

ht

of

way,

Buil

din

g &

co

ntr

ol

line,

Road

way w

idth

, W

idth

of

carr

iage

way,

Sh

ould

ers,

Cam

ber

. 2

.3 L

ongit

udin

al

Ele

men

ts

of

Tra

ck

Geo

met

rics

–

Sig

ht

Dis

tance

s –

D

efin

itio

ns,

ty

pes

&

IR

C

reco

mm

end

atio

ns.

Typ

es o

f ho

rizonta

l cu

rves

& f

act

ors

go

ver

nin

g i

ts p

rovis

ion.

Wid

enin

g o

f ro

ads

at h

ori

zo

nta

l cu

rves

.

2.4

Typ

es o

f ver

tica

l cu

rves

& f

act

ors

go

ver

nin

g i

ts a

lignm

ent.

Sup

er

elev

atio

n

–

Conce

pt,

A

dvanta

ges

, M

ag

nit

ude,

Lim

itin

g v

alu

es,

Met

ho

ds

of

Att

ainin

g.

Typ

es o

f g

radie

nts

&

Gra

de

com

pen

sati

on a

t cu

rves

.

16

1

0

CO

2

3

Tra

ffic

En

gin

eeri

ng

&

Road

Pav

emen

t 3

.1

Car

ry o

ut

traf

fic

volu

me

stud

y.

3.2

S

ug

ges

t m

eth

od o

f park

ing o

n g

iven

sec

tio

n r

oad

.

3.1

Tra

ffic

en

gin

eeri

ng:

Intr

odu

ctio

n.

Six

se

ctio

ns

of

traff

ic

engin

eeri

ng,

Tra

ffic

C

har

act

eris

tics

–

R

oad

use

r’s

&

veh

icula

r.

Tra

ffic

S

tudie

s –

Obje

cts

&

item

s o

f tr

aff

ic

12

7

CO

3

CO

UR

SE

NA

ME

R

oa

d E

ngin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

189

Sr.

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

3.3

Id

enti

fy t

raff

ic r

oad s

igns.

3.4

D

escr

ibe

dif

fere

nt

typ

es o

f ro

ad i

nte

rsec

tio

ns.

3.5

D

iffe

renti

ate

bet

wee

n f

lexib

le &

rig

id p

avem

ents

.

3.6

E

xp

lain

fun

ctio

ns

of

com

pon

ents

of

a p

avem

ent.

studie

s. T

raff

ic v

olu

me

stud

y &

par

kin

g s

tudie

s.

3.2

Tra

ffic

co

ntr

ol

dev

ices

– S

igns,

Sig

nal

s, M

arkin

gs,

Isl

ands

&

Inte

rsec

tio

ns.

3.3

Road P

avem

ent:

Def

init

ion.

Cla

ssif

icat

ion -

As

per

beh

avio

r

(Fle

xib

le &

Rig

id),

As

per

mat

eria

l o

f co

nst

ruct

ion.

Layer

s

in p

avem

ent

– l

oca

tio

n,

funct

ion,

& r

equir

emen

t.

4

Road

Con

stru

ctio

n M

ate

rials

4

.1

Lis

t des

irab

le p

rop

erti

es o

f su

b-g

rad

e so

il

4.2

S

ug

ges

t a

stab

iliz

atio

n m

eth

od s

uit

able

to g

iven

soil

.

4.3

D

eter

min

e th

e pro

per

ties

of

giv

en a

ggre

gat

e m

ass.

4.4

S

elec

t th

e ag

gre

gat

es s

uit

able

to s

ite

con

dit

ion.

4.5

Id

enti

fy g

iven

bit

um

ino

us

bin

der

.

4.6

T

est

giv

en b

itum

ino

us

bin

der

.

4.1

Sub-g

rad

e S

oil

: D

esir

able

p

rop

erti

es,

Cal

iforn

ia

Bea

ring

Rat

io (

CB

R)

& s

oil

sta

bil

izat

ion.

4.2

Aggre

gat

es:

Intr

odu

ctio

n t

o &

des

irab

le p

rop

erti

es o

f ro

ad

aggre

gat

e. L

abora

tory

& F

ield

tes

ts f

or

road a

ggre

gat

es.

4.3

Bit

um

inous

Bin

der

s:

Def

init

ion.

Sal

ient

feat

ure

s.

Req

uir

emen

ts.

Typ

es –

Asp

hal

t, T

ar,

Cutb

ack &

em

uls

ion.

4.4

T

ests

on

bit

um

inous

mat

eria

ls

–

Consi

sten

cy

test

s,

com

posi

tion t

est

& o

ther

tes

ts.

16

1

0

CO

4

5

Con

stru

ctio

n o

f R

oa

ds

5.1

S

tate

m

erit

s an

d

lim

itat

ions

of

eart

h,

WB

M,

bit

um

ino

us

& c

on

cret

e ro

ads.

5.2

D

escr

ibe

the

const

ruct

ion m

eth

od f

or

Ear

th &

WB

M

road

s.

5.3

S

elec

t m

etho

d

of

const

ruct

ion

of

bit

um

inous

road

app

rop

riat

e to

giv

en s

ituat

ion.

5.4

S

ug

ges

t m

ach

iner

y/p

lant

const

ruct

ion o

f b

itu

min

ous

road

un

der

giv

en c

on

dit

ion.

5.5

D

iffe

renti

ate

alte

rnat

e b

ay m

etho

d fr

om

co

nti

nuo

us

bay

met

hod.

5.6

S

ug

ges

t th

e ty

pe

of

join

t on

concr

ete

road

un

der

giv

en s

ituat

ion.

5.1

Ear

th &

WB

M R

oads:

Ter

ms

rela

ted w

ith e

art

hw

ork

in r

oad

.

Const

ruct

ion,

mer

its,

dem

erit

s &

lim

itat

ions

of

eart

h r

oad

s.

Fea

ture

s,

mat

eria

ls,

const

ruct

ion,

mer

its

&

dem

erit

s of

WB

M R

oad

s.

5.2

Bit

um

inous

Road

s:

In

terf

acin

g

coat

s.

Bit

umin

ous

const

ruct

ion i

n u

se –

Surf

ace

dre

ssin

g,

maca

dam

, co

ncr

ete,

shee

t &

mas

tic

asp

hal

t. M

ach

iner

y/p

lant

in c

onst

ruct

ion o

f

bit

um

ino

us

rods.

5.3

Cem

ent

Con

cret

e R

oads:

In

tro

duct

ion.

A

lter

nate

&

conti

nuo

us

bay

met

ho

ds.

S

tages

in

co

nst

ruct

ion.

Join

ts

–

Nee

d,

typ

es and fi

ller

&

se

aler

co

mp

oun

ds.

M

ach

iner

y in

co

nst

ruct

ion.

12

7

CO

5

6

Hil

l R

oa

ds,

Road

Dra

ina

ge

& R

oa

d M

ain

ten

an

ce

6.1

S

ug

ges

t th

e pro

tect

ive

work

s o

n h

ill

road

.

6.2

D

escr

ibe

met

ho

ds

to p

rev

ent

landsl

ides

.

6.3

S

tate

nec

essi

ty o

f ro

ad d

rain

age.

6.1

Hil

l R

oad

s: N

eces

sity

of

stud

y, A

lign

men

t, R

esis

ting l

ength

,

Curv

es,

Sta

ges

in c

onst

ruct

ion,

Tra

ce c

ut,

Pro

tect

ive

work

s.

Lan

dsl

ides

– T

ypes

, ca

use

s &

pre

ven

tiv

e m

easu

res.

6.2

Road D

rain

age:

Im

port

ance

& s

ignif

ican

ce,

Goo

d d

rain

age

12

7

CO

6

CO

UR

SE

NA

ME

R

oa

d E

ngin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

190

Sr.

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

6.4

R

ecom

men

d

met

ho

d

of

road

dra

inag

e adeq

uat

e to

giv

en s

ituat

ion.

6.5

Id

enti

fy t

he

cause

for

det

erio

rati

on o

f a

road.

6.6

C

arry

out

rep

air

a ro

ad u

nd

ergo

ne

par

ticu

lar

form

of

fail

ure

.

syst

em.

Surf

ace

&

subsu

rface

dra

inag

e sy

stem

s.

Cro

ss

dra

inage.

6.3

Road

M

ainte

nance

: In

trod

uct

ion

&

nec

essi

ty.

Cause

s &

form

s o

f fa

ilure

s in

layer

s o

f a

pav

emen

t. R

outi

ne,

Per

iodic

&

Sp

ecia

l m

ainte

nan

ce.

Insp

ecti

on

for

mai

nte

nance

.

Mai

nte

nan

ce o

f ea

rth,

WB

M,

bit

um

ino

us

& c

on

cret

e ro

ads.



Page 191


Sr.

No. Practical

(Student should perform all of following practicals)

Unit

No.

Hours

Allotted

Mapped

CO

1 Specific gravity and water absorption test on aggregates. 4 4 CO4

2 Flakiness index and elongation index of the aggregates. 4 2 CO4

3 Crushing or Impact or Abrasion test on aggregates. 4 2 CO4

4 Softening point or penetration or ductility test on bitumen. 4 4 CO4

5 Viscosity test on cutback. 4 2 CO4

6 Stripping value of an aggregate. 4 2 CO4

7 Determination of bitumen content in bituminous mix. 4 2 CO4

-- Total -- 18 --

Sr.

No. Assignments

Unit

No.

Hours

Allotted

Mapped

CO

1. Carrying out geometric design of a road. 2 2 CO2

2. Traffic volume study & analyzing data collected for it for an

important road intersection in your city. 3 4 CO3

- Total - 6 -

Sr.

No. Student activity Unit

No.

Hours

Allotted

Mapped

CO

1

Going through an article on transportation planning &

development in India in a national or international highway or

construction engineering magazine or journal and preparing

and submitting brief extract of it.

1 2 CO1

2 Arranging and attending a technical Visit to site/plant related

with road construction or maintenance and preparing &

submitting report of it. 5 2 CO5

3

Visiting a shop/office of road maintenance machinery

manufacturer/supplier collecting information & brochures for different road maintenance machines & submitting it along

with term work. OR

Going through an article in a national/international highway or

construction engineering periodical on innovative road

maintenance materials/practices and preparing slide show of it

and presenting it in front of other students in batch .

5 2 CO6

- Total - 6 -

Sr.

No. Practical

Unit

No.

Hours

Allotted

Mapped

CO

- Practicals, Assignments, Student Activities

Submission - 2 -

- Total - 32 -

Remarks:


such practicals/tutorials/student activities can be replaced with another or modified to attain the expected outcomes and proficiency more effectively.



Page 192

2. The practicals/tutorials/student activities should be so designed that students acquires

outcomes in all domains - cognitive, psychomotor and affective. 3. Even though mainly outcomes in psychomotor domain are listed under

practicals/tutorials/student activities, it will also lead to development of outcomes in affective domain also.


through practicals/tutorials/student activities includes – practice good housekeeping,

maintain instruments & tools, demonstrate working as a team member & a leader and

follow safety & ethical practices.


affective domain will take place in the student gradually over three years of diploma

program.

6. The skills associated with each of the practical/tutorial/student activity are to be

assessed using the ‘Rubrics’ given under ‘Evaluation Scheme for



ACTIVITIES


Category 4 3 2 1

Experimental

procedure &

handling of the

instruments

Follows procedure

as instructed and

safe & correct

handling of the

instruments

Little oversight

towards procedure,


the instruments

Considerable

oversight towards

procedure, safety

and handling of

the instruments

Careless about the

procedure safety &

handling of the

instruments.

Data

documentation, data

analysis & results

interpretation

Correct

Documentation of

all data, Correct

calculations and

Error in result

worked out

correctly is within

the limit

Correct

documentation of

majority of data,

Minor errors in

calculations and

Error in results

worked out correctly

is not within the limit

Incorrect

documentation of

majority of data,

Major errors in

calculations and

Error in result

Worked out

incorrectly.

Incomplete &

wrong

documentation of

data, Incomplete &

wrong calculations

and Error in result

not worked out.


share to work

Sometimes depends

on others to complete the work

Many times

depends on others

to complete the

work

Always depends on

others to complete the work

Timely completion

of activity Maximum Moderate Satisfactory Least

Overall



Category 4 3 2 1

Quantity & Source

of information

All subtopics

covered in detail

& clear

documentation of

sources of information

All subtopics are

mostly covered and

clear documentation

of sources of

information with some missing links

Some of the

subtopics are not

covered in detail

and part

documentation of

sources of information with

some missing links

Some of the

subtopics are not

covered at all and

part documentation

of sources of

information with too many missing

links



Page 193

Category 4 3 2 1

Quality of

information,

graphics and

presentation.

Clear description

with all

supporting details,

relevant & neat

graphics and well

structure

presentation.

Clear description



messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Understanding of

concepts and

mistakes

Complete

understanding and

no mistakes

Substantial

understanding and 90

%

Free of mistakes

Some

understanding and

75 % free of

mistakes

Limited

understanding and

50 % free of

mistakes

Timely completion


Overall



Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning

but proper

execution

Improper planning

& execution

Quality of

report,

graphics and

presentation.



relevant & neat

graphics and well


Clear description



messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Timely




Rubricks for Orals

Category 4 3 2 1

Knowledge of

Course

content

Accurately states the

main points and

details in answer to

the question.

Adequately states the

main points and


the question.

States most of the

main points but miss

out details in answer

to the question.

States few main

points and details

in answer to the

question.

Delivery

Effectively and

creatively delivers the

information while

staying on topic and

considering the audience

Adequately delivers

the information while

staying on the topic

and considering the

audience.

Delivers the

information but does

not stay on topic.

Little consideration

on audience.

Little or no

attempt is made to

deliver the

information and

stay on topic.

Vocabulary

Wide range of


is no repetition.

Quite Wide range of


is not lot of

repetition

Some new

vocabulary and few

new expression

Student tends to

repeat words all

the time.

Body

Language and

eye contact

Good straight posture

and eye contact.

Most of the times

straight posture and

moderate eye contact

Occasionally straight

posture and little eye

contact

Plump posture and

very little eye

contact



Page 194

9. MAJOR EQUIPMENT / INSTRUMENTS / TOOLS REQUIRED

Sr.

No. Equipment Name with Specifications Practical

1 Density basket as per IS 2386 (Part III) - 1963 1

2 Thickness gauge & elongation gauge as per IS 2386 (Part I) - 1963. 2

3 Aggregate crushing mould as per IS: 2386 (Part IV) - 1963 3

4 Aggregate impact testing machine as per IS 2386 (Part IV) - 1963 3

5 Los Angeles Abrasion Test Machine as per IS 2386 (Part IV) - 1963 3

6 Ring and ball apparatus for softening point test as per IS 1205 - 1978 4

7 Standard bitumen Penetrometer as per IS 1203 - 1978 4

8 Ductility Testing Machine as per IS 1208 - 1978 5

9 Tar viscometer as per IS 1206 (Part I) – 1978 6

10 Thermostatically controlled water bath as per IS 6241 – 1971 7

11 Bitumen centrifugal extractor as per IRC: SP 11 –1988 (Appendix - 5) 8


Topic

No. Topic Title

Mapped

CO % OR

Emphasis




1 Development, Planning,

Classification & Alignment of

Roads CO1 4 4 4 12

2 Road Geometrics CO2 4 4 8 16

3 Traffic Engineering & Road

Pavement CO3 4 4 4 12

4 Road Construction Materials CO4 4 4 8 16

5 Construction of Roads CO5 4 4 4 12

6 Hill Roads, Road Drainage &

Road Maintenance CO6 4 4 4 12

Total -- 24 28 32 80


learning and to assist teachers for teaching and assessment. The actual distribution of marks in

the question paper may vary from the above table.


EXAMINATIONS

Sr.

No. Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R State the points highlighting importance of

roadways.

2 1 CO1 U Write a brief note on Current scenario of road

development in India.



Page 195

Sr.

No. Topic

Mapped

CO

Cognitive level

R/U/A Question

3 1 CO1 A Classify the nonurban roads as per Nagpur plan and

explain each class of road in it.


• BOOKS

Sr.


1 1 Transportation Engineering A. Kamala. Tata McGraw-Hill Publishing

Company Ltd, New Delhi 2.

2 2 Transportation & Highway

Engg. G. V. Rao.

Tata McGraw-Hill Publishing

Company Ltd, New Delhi 2.

3 3 A Text Book of

Transportation Engineering N. L. Arora New India Publishing House, Delhi

4 4 Highway Engineering T. D. Ahuja Standard Book House, Delhi 6

5 Principes, Practice & Design

of Highway Engineering S. K. Sharma. S. Chand & Co., Delhi 55

5 6 Principles of Highway

Engineerng R.K Khitoliya Dhanpat Rai Publications, Delhi 2

6 7 Highway Engineering. Khanna & Justo Nemchand & Bros. Roorkee

7 8 Transportation Engineering &

Planning

Papacostas &

Prevedouros Pearson Education, Delhi

8 9 Principles & Practices of Highway Engineering

Dr. Kadiyali & Dr. Lal

Khanna Publishers, Delhi.

10 Principles of Transportation

Engineering

P. Chakraborty &

A. Das Prentice Hall of India, Delhi.

10 11 Traffic Engineering &

Transport Planning L. R. Kadiyali Khanna Publishers, Delhi.

12 Laboratory Manual in

Highway Engineering Duggal & Puri New Age International, Delhi.

13 Highway Material Testing

(Laboratory Manual) Khanna & Justo New Chand & Bros. Roorkee.

• WEBSITES

Sr. No. Address

1 www.irc.org.in (Site of Indian Road Congress)

2 www.mahapwd.com (Site of Maharashtra State PWD)

3 www.crridom.gov.in (Site of Central Road Research Institute)

4 www.asce.org (Site of American Society of Civil Engineers)

5 www.bridgesite.com

6 www.wikipedia.com

7 www.theconstructiontimes.com



Page 196

• MAGAZINES/PERIODICALS

Sr. No. Title

1 New Building Material & Construction World (Monthly)

2 Civil Engineering Construction Review (Monthly)

3 Indian Concrete Journal (Monthly)

4 Indian Geotechnical Journal (Quarterly)

• IRC & IS Codes

Sr. No. Number and Title

1 IRC: 14 - Recommended practice for 2cm thick bitumen and tar carpets.

2 IRC: SP: 19 -Manual for Survey, Investigation and Preparation of Road Projects

3 IRC: 20 - Recommended practice for bituminous penetration macadam (full grout).

4 IRC: 29 - 1968 Tentative specifications for 4cm asphaltic concrete surface course.

5 IRC: 73 - Geometric Design Standards for Rural (Non-Urban) Highways

6 IRC: 86 - Geometric Design Standards for Urban Roads in Plains

7 IRC: 38 - Design Tables for Horizontal Curves for Highways

8 IRC SP: 23 - Vertical Curves for Highways

9 IRC: SP: 42 - Guidelines on Road Drainage

10 IRC: SP: 50 - Guidelines on Urban Drainage

11 IRC: 1983 - Guidelines for the various maintenance operations required for road and

duties & responsibilities of the staff concerned.

12 IS: 73 – 1961 - Indian Standard Specifications for Paving Bitumen.

13 IS: 2720 – Part XXXI -1969 – California Bearing Ratio Test.

14 IS: 5317 -1969 – Mastic Asphalt




2 Prof. D. A. Rajput. 9960729657 [email protected]

COURSE NAME Environmental Engineering COURSE CODE R18CE4103


Page 197



Course Name Environmental Engineering Course code R18CE4103



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

mark

s

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

3 2

80 20 5 10 10 - 25 - 25 150




1. RATIONALE

With growing need of water for irrigation, industry, drinking water, hydropower, pollution free water

has assumed greater importance. Similarly waste in form of solid and liquid if not treated and disposed

of in a scientific and hygienic manner ,may lead to health hazards, The job of civil engineer is to

conduct survey, collect data, prepare drawings, and supervise construction of water and waste water

treatment plants .This subject is intended to teach the students concepts, principles and procedures of

Public health Engineering which will enable him to apply this knowledge for construction,

supervision, execution of environmental Engineering projects. Thus the course will be useful in

maintaining desired standards water and waste quality.


Execute, supervise and maintain project related to water treatment, distribution, waste water

treatment and disposal.



a) Estimate the quantity of drinking water and domestic wastewater generated. b) Analyze characteristics of water and wastewater.

c) Explain function of different unit processes required for water supply scheme. d) Explain various water distribution systems and waste water disposal systems with

their pros and cons. e) Explain function of different unit processes required for waste-water treatment.

f) Suggest layouts and components for water supply and drainage for a building.

CO

UR

SE

NA

ME

E

nvir

on

men

tal

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

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41

03

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ad

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itu

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ech

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1,

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il E

ng

ine

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De

pa

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t, R

18

Cu

rric

ulu

m

Pa

ge

19

8

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e :

Env

iro

nm

en

tal

En

gin

eeri

ng

Co

urs

e C

od

e:

R1

8 C

E4

10

3

PO

1

Basi

c a

nd

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e

specif

ic

kn

ow

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PO

2

Pro

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m

an

aly

sis

PO

3

Desi

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/

develo

pm

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solu

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PO

4

En

gin

eeri

ng

To

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,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

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t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

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on

pla

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an

d

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ilin

g

PS

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Co

nst

ructi

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

3

2

1

1

CO

2

3

2

1

CO

3

3

2

1

CO

4

3

2

1

1

CO

5

3

2

1

1

CO

6

3

2

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D E

XA

MIN

AT

ION

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T A

CT

IVIT

Y

OR

AL

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

E

nvir

on

men

tal

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

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41

03

Cu

sro

w W

ad

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nst

itu

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f T

ech

no

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1,

Civ

il E

ng

ine

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De

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18

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m

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ge

19

9

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1a.

D

escr

ibe

var

ious

surf

ace

and s

ub

surf

ace

sourc

es o

f

wat

er i

n a

giv

en s

ituat

ion.

1b.

Exp

lain

vari

ous

typ

es o

f in

tak

e st

ruct

ure

s fo

r th

e giv

en

sourc

e o

f w

ater

.

1c.

D

raw

flo

w d

iagra

m o

f w

ater

supp

ly s

chem

e in

th

e

giv

en s

ituat

ion.

1d.

Exp

lain

dif

fere

nt

met

ho

d o

f fo

reca

stin

g p

op

ula

tion i

n

the

giv

en s

ituat

ion.

1e

. U

nder

tak

e ph

ysi

cal,

ch

emic

al a

nd b

iolo

gic

al t

ests

for

the

giv

en s

am

ple

of

wat

er.

QU

AN

TIT

Y

AN

D

QU

AL

ITY

O

F

WA

TE

R

SO

UR

CE

S

OF

WA

TE

R:

1

. S

urf

ace

and S

ub

surf

ace

sou

rces

of

wat

er,

Inta

ke

Str

uct

ure

s,

Def

init

ion and ty

pes

, F

act

ors

go

ver

nin

g th

e lo

cati

on

of

an

inta

ke

stru

cture

, T

ypes

of

inta

kes

.

2.

Qu

an

tity

of

wa

ter:

Flo

w d

iagra

m o

f w

ater

sup

ply

sch

eme,

fun

ctio

n o

f u

nit

s, D

eman

ds

of

wat

er,

Fac

tors

aff

ecti

ng r

ate

of

dem

and,

Var

iati

ons

of

wat

er

dem

ands,

F

ore

cast

ing

of

pop

ula

tio

n,

Met

hods

of

fore

cast

ing

of

pop

ula

tio

n,

Des

ign

per

iod.

3.

Qu

ali

ty o

f w

ate

r: N

eed f

or

anal

ysi

s o

f w

ater

, C

har

act

eris

tics

of

wat

er-

Ph

ysic

al,

Chem

ical

and B

iolo

gic

al,

Tes

ting o

f w

ater

Bac

teri

olo

gic

al t

ests

, E

coli

, M

PN

, S

amp

lin

g o

f w

ater

, W

ater

qual

ity s

tandar

ds

as p

er n

orm

s.

16

10

C

O1

2

2a.

D

escr

ibe

dif

fere

nt

conv

enti

onal

wat

er t

reat

men

t

pro

cess

es a

ccord

ing t

o w

ater

qu

alit

y.

2b.

Tes

t th

e giv

en w

ater

sam

ple

to d

eter

min

e th

e op

tim

um

dose

of

coag

ula

nt.

2c.

D

escr

ibe

the

pro

cess

of

filt

rati

on o

f w

ater

in t

he

giv

en

situ

atio

n.

2d.

Dif

fere

nti

ate

bet

wee

n s

low

san

d f

ilte

r an

d r

apid

san

d

filt

er i

n t

he

giv

en s

ituat

ion.

2e

. E

xp

lain

dif

fere

nt

met

ho

ds

of

dis

infe

ctio

n f

or

the

giv

en

wat

er s

am

ple

.

2f.

Exp

lain

ad

vance

d t

reat

men

t m

etho

ds

for

the

wat

er i

n t

he

giv

en s

ituat

ion.

WA

TE

R T

RE

AT

ME

NT

1

Con

ven

tion

al

wate

r tr

eatm

ent:

S

cree

nin

g-

Typ

es

of

scre

ens,

A

erat

ion

- ob

ject

s an

d

met

hods

of

aer

atio

n,

Pla

in

sedim

enta

tio

n,

Sed

imen

tati

on w

ith c

oagula

tio

n,

pri

nci

ple

s o

f

coagula

tion,

typ

es

of

coag

ula

nts

,

pro

cess

o

f co

ag

ula

tion,

typ

es

of

sedim

enta

tion

tanks,

C

lari

flo

ccula

tor,

F

iltr

atio

n-

theo

ry o

f fi

ltra

tion,

clas

sifi

cati

on o

f fi

lter

s: s

low

san

d f

ilte

r,

rapid

san

d f

ilte

r, p

ress

ure

fil

ter,

co

nst

ruct

ion a

nd w

ork

ing o

f

slow

san

d f

ilte

r an

d r

apid

san

d f

ilte

r. D

isin

fect

ion:

Ob

ject

s,

met

hods

of

dis

infe

ctio

n,

Chlo

rinat

ion-

Ap

pli

cati

on

of

chlo

rin

e,

form

s o

f ch

lori

nat

ion,

typ

es

of

chlo

rinat

ion

pra

ctic

es,

resi

dual

chlo

rine

an

d i

ts i

mpo

rtan

ce.

2

Mis

cell

an

eou

s w

ate

r T

rea

tmen

ts:

Wat

er

soft

enin

g,

tube

sett

lers

, el

ectr

oly

sis,

Rev

erse

Osm

osi

s.

12

8

CO

2

CO

UR

SE

NA

ME

E

nvir

on

men

tal

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

41

03

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

20

0

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

3

3a

Exp

lain

the

conv

eya

nce

syst

em o

f w

ater

for

the

giv

en

area

.

3b

Sel

ect

the

typ

e of

val

ve

for

the

giv

en p

ipel

ine

of

wat

er

supp

ly.

3c

Exp

lain

th

e m

eth

ods

of

dis

trib

uti

on

of

wat

er

in

the

giv

en s

ituat

ion

3d

Dra

w th

e la

you

t of

wat

er

dis

trib

uti

on sy

stem

in

th

e

giv

en s

ituat

ion.

3e

Est

imat

e st

ora

ge

capaci

ty o

f re

serv

oir

usi

ng m

ass

curv

e

tech

niq

ue.

DIS

TR

IBU

TIO

N O

F W

AT

ER

1

Con

vey

an

ce:

Typ

es o

f P

ipes

use

d f

or

con

vey

an

ce o

f w

ater

,

choic

e of

pip

e m

ater

ial,

Typ

es o

f jo

ints

& T

yp

es o

f v

alves

-

thei

r use

, lo

cati

on a

nd f

un

ctio

n o

n a

pip

elin

e.

2

Dis

trib

uti

on

of

wa

ter:

M

eth

ods

of

dis

trib

uti

on

of

wat

er-

Gra

vit

y, p

um

pin

g,

and c

om

bin

ed s

yst

em,

Ser

vic

e re

serv

oir

s

- fu

nct

ions

and t

ypes

,L

ayo

uts

of

dis

trib

uti

on o

f w

ater

-Dea

d

end s

yst

em,

gri

d i

ron s

yst

em,

circ

ula

r sy

stem

, ra

dia

l sy

stem

;

thei

r su

itab

ilit

y, a

dvan

tag

es a

nd d

isadvanta

ges

.

3

Est

imat

ion o

f st

ora

ge

cap

aci

ty o

f re

serv

oir

usi

ng m

ass

curv

e

tech

niq

ue.

12

6

CO

3

4

4 a

. D

efin

e te

rms

rela

ted t

o s

ewer

age

work

s.

4 b

. D

iffe

renti

ate

bet

wee

n s

yste

ms

of

sew

erag

e.

4 c

. C

om

pute

the

dis

char

ge

for

a se

wer

lin

e

4 d

. D

esig

n a

sew

er f

or

giv

en d

isch

arg

e co

ndit

ions.

SE

WE

RA

GE

WO

RK

S

1.

Defi

nit

ion

of

term

s:-S

ewage,

sull

age,

ref

use

, g

arbag

e se

wer

& s

ewer

age.

M

ethods

of

sew

ag

e dis

posa

l –

Conse

rvan

cy

&

wat

er c

arri

ag

e sy

stem

.

2.

Sy

stem

s o

f se

wer

age:

-Sep

arat

e,

com

bin

ed

&

part

iall

y

separa

te sy

stem

s. Q

uan

tity

o

f se

wag

e -

Typ

es o

f fl

ow

in

sew

er,

var

iati

on

in

sew

age

flo

w.

Layi

ng,

Tes

tin

g

an

d

mai

nte

nan

ce

of

sew

ers,

M

an

hole

s an

d

Dro

p

Man

hole

-

com

po

nen

t p

arts

, lo

cati

on,

spaci

ng,

const

ruct

ion

det

ails

,

Sew

er I

nle

ts,

Str

eet

Inle

ts.

3.

Des

ign

of

sew

ers

:-P

eak

flo

w

&

self

cl

eansi

ng

vel

oci

ty,

gra

die

nt

of

sew

er,

size

of

sew

er,

use

of

table

s &

mo

no

gra

ms

in

des

ign

of

sew

er,

shap

es

for

cross

- se

ctio

n

of

sew

er.

Mai

nte

nance

of

sew

ers.

12

8

CO

4

5

5a.

Est

imat

e th

e ch

aract

eris

tics

of

giv

en s

ewag

e sa

mp

le.

5b

. E

xam

ine

the

qual

ity o

f tr

eate

d s

ewag

e as

per

giv

en

norm

s.

5C

. Dra

w f

low

dia

gra

m f

or

sew

age

trea

tmen

t p

lant

for

the

giv

en d

ata.

5D

. Sel

ect

the

rele

vant

met

ho

d o

f tr

eatm

ent

of

sew

age

in

CH

AR

AC

TE

RIS

TIC

S,

TR

EA

TM

EN

T

&

DIS

PO

SA

L

OF

SE

WA

GE

5.1

A

na

lysi

s of

sew

ag

e

Str

ength

o

f se

wag

e.

P

rop

erti

es

of

sew

ag

e.

A

nal

ysi

s of

sew

ag

e

5.2

T

rea

tmen

t o

f se

wa

ge

16

10

C

O5

CO

UR

SE

NA

ME

E

nvir

on

men

tal

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

41

03

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

20

1

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

the

giv

en s

ituat

ion.

Pre

lim

inar

y tr

eatm

ent-

S

cree

nin

g;

gri

t re

mo

val

; gre

ase

rem

oval

, p

rim

ary

trea

tmen

t –

se

dim

enta

tio

n

&

chem

ical

pre

cip

itat

ion,

seco

ndar

y tr

eatm

ent

–

filt

rati

on

& act

ivat

ed

slud

ge

pro

cess

.

5.3

S

lud

ge

& e

fflu

ent

dis

posa

l

Typ

es o

f sl

udg

e, m

eth

od o

f sl

ud

ge

dis

posa

l.

Nat

ura

l &

arti

fici

al m

eth

ods

of

dis

posa

l of

effl

uen

t. M

isce

llan

eou

s

trea

tmen

t –

oxid

atio

n p

ond &

dit

ch,

aer

ated

& a

naer

obic

lago

ons.

6

6 a

. E

xp

lain

th

e te

rm,

“Buil

din

g S

anit

atio

n”.

6 b

. D

escr

ibe

rele

vant

syst

em o

f plu

mb

ing i

n t

he

giv

en

situ

atio

n.

6 c

. D

raw

layo

ut

pla

n o

f dra

inage

syst

em o

f a

giv

en

buil

din

g.

6 d

. D

escr

ibe

the

des

ign p

rinci

ple

s use

d i

n h

ouse

dra

inage.

BU

ILD

ING

W

AT

ER

S

UP

PL

Y

AN

D

SA

NIT

AT

ION

SY

ST

EM

. 1

Pri

nci

ple

s g

ov

ernin

g d

esig

n o

f b

uil

din

g w

ater

sup

ply

syst

em.

Layo

ut

of

wat

er s

up

ply

arr

an

gem

ent

and d

esig

n b

asic

s.

2

Com

po

nen

ts

of

ho

use

dra

inage,

d

esig

n

fun

dam

enta

ls

and

layo

uts

. R

ecycl

ing o

f w

aste

wat

er

12

6

CO

6



Page 202



S.

No. Term Work (Assignments)

Topic

No.

Hours

Allotted

Mapped

CO

1

Preparation of chart related to characteristics of water

showing details like type, permissible limits, testing

equipment, effects, treatment method.

1 2 CO2

2 Excel spreadsheet solution for population forecasting

methods. 1 2 CO 1

3 Excel Assignment based on calculation of storage capacity

of reservoir. 3 2 CO4

4 Excel assignment based on design of sewer/storm water

pipes. 4 2 CO4

5 AutoCAD detail drawings based on water treatment

processes. 2 4 CO3

6 AutoCAD detail drawings based on waste water treatment

processes 5 4 CO5

7 Design of water supply line for high rise building. 6 4 CO6

-- Total -- 20 --

S.


Topic

No.

Hours

Allotted

Mapped

CO

1

Collecting information regarding norms ,for water and

wastewater treatment of various statutory bodies

,information regarding new treatment processes through

internet, manuals etc.

1 2 CO2

2 Video presentation on conventional or advanced water

/waste treatment process. 2 2 CO3,

CO5

3 Presentation on conventional or advanced water/waste

water treatment process. 4 2 CO3,

CO5

4 Study of software related to design of water supply

distribution network design/sewer design and brief report. 3, 4 2 CO4,

CO6

5 Report on visit to water treatment plant/ Waste water

treatment plant. 2, 4 2 CO3,

CO5

-- Total -- 10 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

Practical –assignments-student activities submission 2

Total 32



Page 203


ACTIVITIES


Category 4 3 2 1


Constructed

Structured But


Understanding of

Analytical Concepts

Complete

Understanding

Substantial

Understanding

Some

Understanding

Limited

Understanding

Mathematical Errors Least Errors 90 % Free of

Errors

75 % Free of

Errors 50 % Free of Errors

Graphics

Neat ,Accurate and

Enhance

Understanding

Neat and

Accurate

Some Illustrations

are Misleading

and Redundant

Least Accurate and

Not Neat





Category 4 3 2 1

Structure And


Structured But


Quantity Of

Information

All Subtopics

Covered In Detail

All Subtopics Are

Mostly Covered

Some Of The

Subtopics Are Not

Covered In Detail

Some Of The

Subtopics Are

Not Covered

Quality Of

Information

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevent

Information


Clear

Documentation

With Some Missing

Links

Part Documentation

With Missing Links

Documentation

With Number Of

Missing Links

Graphics

Neat ,Accurate And

Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat

Group Activity

Maximum

Coordination And

Effort

Fair Coordination

And Effort

Lack Coordination

And Effort

Least

Participation

Timely Completion


Overall




1 MS excel software 2,3,4

2 Autocad software 5,6

3 Epanet, sewer, Autodesk storm and sanitary analysis software SA4



Page 204


Topic

No. Topic Title

Mapped

CO %




I Quantity and Quality of water

CO1

17.95% 08 04 04 16

II Water treatment

CO2

15.38% 04 04 04 12

III Distribution of water CO3

15.38% 04 04 04 12

IV Sewerage Works CO4

17.95% 04 04 04 12

V Characteristics, Treatment & Disposal of Sewage

CO5

17.95% 08 04 04 16

VI Building water supply and

sanitation system.

CO6

15.38% 04 04 04 12

Total 100% 32 24 24 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive Level

R/U/A Question

1 1 CO1 R Explain any one factor considered in estimation

of quantity of water

2 1 CO1 U Explain any one method of population

forecasting

3 1 CO1 A

Estimate the population for the year 2045 by

Arithmetical Increase method. Refer census

data given in the table.


• BOOKS


1 Water Supply and Sanitary

Engineering

Birdie G. S.

Birdie J. S.

Dhanpat Rai and Sons, 201ISBN:

81874337954,

2 Environmental Engineering

Vol. I and Vol. II S. K. Garg

Khanna Publishers, New Delhi,

2017, ISBN-10: 8174091203;

ISBN-13: 978-8174091208 ...

3 Environmental Engg. A. Kamala & D. L. Kanth Rao

Tata Mc-Graw-Hill publishing co. Ltd., Delhi.



Page 205



1 EPAnet software USEPA Freeware

2 SEWER World Bank Freeware

3 Autodesk SSA Autodesk Commercial

• WEBSITES

S. No. ADDRESS


2 www.cpheeo.nic.in

3 www.mpcb.gov.in.

4 www.cpcb.nic.in 5 https://mjp.maharashtra.gov.in/

6 www.IS 10500(2012): Drinking Water




COURSE NAME Irrigation Engineering COURSE CODE R18CE4104


Page 206



Course Name Irrigation Engineering Course code R18CE34104



Teaching scheme

Evaluation scheme



Total TERMWORK PRACT OR

Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

marks

Total

Marks

Practical

Marks

OR

marks

Total

marks

4 2

80 20 15 05 05 -- 25 - 25 150




1. RATIONALE

In India basic source of agriculture water is precipitation. As magnitude as well as frequency of the

rainfall varies throughout the tropical country, natural rainfall cannot suffice entire water requirement

of the crops all over the year. Most of the water during rain is wasted through percolation, runoff etc.

If food production is intended throughout the year, dependable supply of water is needed, for which

irrigation structures like dams, weirs, bandhara, canals are necessary. Diploma civil engineer when

works as supervisor for construction and maintenance of these irrigation structures, he needs to know

functioning of these structures. Knowledge of journey of drop of water in water cycle to the field till

roots of crop, through dam and canal will lead to optimum use of irrigation water.


Supervise functioning of irrigation structures.



1. Estimate catchment area/ command area of a small irrigation scheme & compute

average annual rainfall for the catchment

2. Suggest suitable irrigation method for given agricultural land and situation.

3. Illustrate minor irrigation structures and its functioning.

4. Illustrate dam structures and its functioning.

5. Fix control levels of reservoir basin for given data and illustrate diversion head works.

6. Illustrate canal structures and its functioning.

CO

UR

SE

NA

ME

Ir

rig

ati

on

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

4

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

207

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Irri

gati

on

E

ng

ineeri

ng

Co

urs

e C

od

e:

R1

8C

E4

10

4

PO

1

Ba

sic

an

d

Dis

cip

lin

e sp

ecif

ic

kn

ow

led

ge:

PO

2

Pro

ble

m

an

aly

sis:

PO

3

Des

ign

/

dev

elo

pm

ent

of

solu

tio

ns:

PO

4 E

ngin

eer

ing

To

ols

,

Exp

erim

enta

tio

n

an

d T

esti

ng:

PO

5

En

gin

eeri

ng p

ract

ices

fo

r

soci

ety

, su

sta

ina

bil

ity a

nd

env

iro

nm

ent:

PO

6

Pro

ject

Ma

na

gem

en

t:

PO

7

Lif

e-lo

ng

lea

rnin

g:

PS

O 1

Co

nst

ru

ctio

n

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ruct

ion

execu

tio

n,

sup

ervis

ion

an

d

ma

inte

na

nce

CO

1

2

1

1

2

3

1

1

1

CO

2

2

2

1

1

1

2

CO

3

1

1

1

1

2

1

2

CO

4

2

1

1

1

1

1

1

CO

5

1

1

2

1

CO

6

1

1

2

1

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m,

‘1’

for

low

‘0

’ f

or

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

Ir

rig

ati

on

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

4

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

208

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-Top

ics

Marks

Hours

Mapped

CO

1

1.1

S

tate

im

port

an

ce,

adv

anta

ges

an

d i

ll e

ffec

ts o

f ir

rigat

ion.

1.2

D

escr

ibe

Nat

ional

Wat

er P

oli

cy i

n b

rief

.

1.3

E

nli

st ty

pes

o

f ir

rigat

ion

pro

ject

s an

d

dat

a re

quir

ed fo

r

irri

gat

ion p

roje

ct.

1.4

D

escr

ibe

rain

fall

cycl

e.

1.5

D

escr

ibe

const

ruct

ion a

nd w

ork

ing o

f auto

mat

ic a

nd n

on

auto

mat

ic r

ain g

au

ges

.

1.6

C

om

pute

av

erage

rain

fall

ov

er

giv

en

catc

hm

ent

by

Ari

thm

etic

mea

n m

eth

od,

This

sen’s

Poly

go

n m

eth

od a

nd

Iso

hyet

s’ m

eth

od.

1.7

E

stim

ate

run

off

over

giv

en c

atch

men

t.

1.8

E

stim

ate

Maxim

um

Flo

od D

isch

arge

1.9

E

stim

ate

Yie

ld a

nd d

epen

dab

le y

ield

.

Intr

od

uct

ion

to i

rrig

ati

on

an

d H

yd

rolo

gy

1a.

Im

port

ance

of

irri

gat

ion.

Advanta

ges

and i

ll e

ffec

ts o

f

irri

gat

ion.

1b

. N

atio

nal

Wat

er P

oli

cy.

Typ

es o

f ir

rigat

ion p

roje

cts.

Dat

a

coll

ecte

d f

or

irri

gat

ion p

roje

cts.

1c.

H

yd

rolo

gic

al C

ycl

e. T

ypes

of

pre

cipit

atio

n.

Fac

tors

aff

ecti

ng r

ain

fall

. R

ainfa

ll-r

uno

ff c

ycl

e. F

acto

rs a

ffec

tin

g

run

off

. E

stim

ate

runo

ff b

y var

ious

met

hods.

1d.

Mea

sure

men

t of

Pre

cip

itat

ion b

y N

on a

uto

mat

ic a

nd

auto

mat

ic r

ain g

aug

es.

1e.

C

om

puta

tion o

f av

erag

e ra

infa

ll o

ver

th

e ca

tch

men

t.

1f.

M

axim

um

Flo

od D

isch

arge-

its

im

port

ance

and e

stim

atio

n

by

var

ious

met

hods.

Yie

ld a

nd d

epen

dab

le y

ield

fro

m a

catc

hm

ent.

16

1

0

CO

1

2

2.1

Des

crib

e var

ious

crops

an

d c

rop

sea

sons

in M

ahar

ashtr

a.

2.2

Exp

lain

con

cept

of

com

mand a

rea

and c

atch

men

t ar

ea.

2.3

Der

ive

rela

tio

n b

etw

een d

uty

, d

elta

and b

ase

per

iod.

2.4

Solv

e si

mp

le p

roble

ms

on w

ater

req

uir

emen

t o

f cr

ops.

2.5

Exp

lain

nec

essi

ty a

nd m

eth

ods

of

asse

ssm

ent

of

irri

gat

ion

wat

er.

2.6

Exp

lain

con

ven

tional

an

d m

od

ern m

eth

ods

of

irri

gat

ion.

Ap

pli

cati

on

of

wa

ter

to t

he

fiel

ds

2.a

Dif

fere

nt

crop s

easo

ns

in M

ahar

ashtr

a.

2.b

Co

mm

and

area

and

catc

hm

ent

area

. D

uty

, D

elta

, b

ase

per

iod.

2.c

Sim

ple

pro

ble

ms

on

wat

er

req

uir

emen

t of

crop

s.

Ass

essm

ent

of

irri

gat

ion w

ater

2.d

Conv

enti

onal

an

d

mo

der

n

met

ho

ds

of

irri

gat

ion.

Its

adv

anta

ges

, dis

advanta

ges

. F

acto

rs

for

sele

ctio

n

of

irri

gat

ion m

eth

od.

12

8

C

O2

3

3.1

Exp

lain

const

ruct

ion a

nd w

ork

ing o

f b

andhar

a.

3.2

Cal

cula

te c

apaci

ty o

f b

and

har

a fo

r giv

en c

onst

rain

ts.

3.3

Exp

lain

const

ruct

ion a

nd w

ork

ing o

f p

erco

lati

on t

anks

3.4

Exp

lain

const

ruct

ion a

nd w

ork

ing o

f li

ft i

rrig

atio

n s

chem

e.

Min

or

Irri

ga

tion

Work

s 3.a

B

and

hara

, co

nst

ruct

ion

and

work

ing.

Advanta

ges

an

d

dis

advanta

ges

of

ban

dhara

irr

igat

ion

3.b

Soli

d a

nd o

pen

band

har

a. C

apaci

ty o

f B

an

dhar

a

3.c

Per

cola

tio

n T

anks

– N

eed,

sele

ctio

n o

f si

te,

const

ruct

ion

12

6

C

O3

CO

UR

SE

NA

ME

Ir

rig

ati

on

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

4

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

209

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-Top

ics

Marks

Hours

Mapped

CO

and w

ork

ing

3.d

Lif

t Ir

rigat

ion

Sch

eme

–

Layout.

C

om

pon

ents

an

d

funct

ionin

g

4

4.1

Sta

te f

act

ors

fo

r se

lect

ing d

am

sit

e.

4.2

Cla

ssif

y d

am

s b

y vari

ous

crit

erio

ns

4.3

Sket

ch t

ypic

al e

art

hen

dam

and l

abel

its

par

ts t

her

eof.

Sat

e fu

nct

ion o

f ea

ch.

4.4

Enli

st t

ypes

of

fail

ure

of

eart

hen

dam

s. S

ug

ges

t pre

venti

ve

and r

emed

ial

mea

sure

s to

it.

4.5

Dif

fere

nti

ate

bet

wee

n

theo

reti

cal

and

pra

ctic

al

pro

file

o

f

gra

vit

y dam

.

4.6

Dra

w

typ

ical

cr

oss

se

ctio

n

and

show

fo

rces

act

ing

on

gra

vit

y dam

4.7

Def

ine

spil

lway a

nd s

tate

fun

ctio

ns

of

spil

lway.

4.8

Exp

lain

typ

es o

f sp

illw

ay a

nd s

pil

lway g

ates

4.9

Exp

lain

maj

or

and m

inor

ener

gy

dis

sipat

ion s

tru

cture

s.

Dam

s an

d s

pil

lwa

ys

4.a

Cla

ssif

icat

ion o

f dam

s. S

elec

tio

n o

f si

te f

or

a dam

, F

ixin

g

alig

nm

ent

of

dam

.

4.b

Ear

then

dam

s – T

ypes

of

eart

hen

dam

s. C

om

po

nen

t p

arts

and f

un

ctio

ns.

Typ

ical

cro

ss s

ecti

on o

f ea

rthen

dam

. T

ypes

of

fail

ure

o

f ea

rth

en

dam

, p

reven

tiv

e an

d

rem

edia

l

mea

sure

s.

4.c

Gra

vit

y d

ams

- T

heo

reti

cal

and p

ract

ical

pro

file

, ty

pic

al

cross

sec

tion,

Forc

es a

ctin

g o

n d

am

, dra

inage

gal

lery

, jo

int

in g

ravit

y dam

, hig

h d

am a

nd l

ow

dam

.

4.d

Sp

illw

ays

-Def

init

ion,

fun

ctio

n,

loca

tio

n a

nd c

om

pon

ents

.

Typ

es o

f sp

illw

ays

.

4.e

Sp

illw

ay

gat

es –

Auto

mat

ic a

nd n

on a

uto

mat

ic g

ates

4.f

E

ner

gy d

issi

pat

ion s

tru

cture

s –

maj

or

and m

inor

ener

gy

dis

sip

atio

n s

truct

ure

s

16

1

0

CO

4

5

5.1

Sta

te f

act

ors

aff

ecti

ng s

elec

tio

n o

f si

te f

or

rese

rvoir

.

5.2

Sta

te f

acto

rs a

ffec

ting s

ilti

ng a

nd p

rev

enti

ve

and cu

rati

ve

mea

sure

s th

ereo

f.

5.3

Cal

cula

te c

ontr

ol

level

s of

rese

rvoir

as

per

giv

en d

ata.

5.4

Sta

te c

ause

s, e

ffec

ts,

pre

ven

tiv

e and c

ura

tiv

e m

easu

res

of

wat

er l

og

gin

g.

5.5

Exp

lain

co

nst

ruct

ion an

d w

ork

ing o

f div

ersi

on w

eirs

an

d

bar

rages

.

5.6

Exp

lain

const

ruct

ion a

nd w

ork

ing o

f div

ersi

on h

ead w

ork

s

Res

erv

oir

an

d d

iver

sion

hea

d w

ork

s 5.a

Sel

ecti

on o

f si

te f

or

rese

rvoir

. S

ilti

ng o

f re

serv

oir

. F

acto

rs

aff

ecti

ng s

ilti

ng.

Pre

ven

tiv

e an

d c

ura

tiv

e m

easu

res.

5.b

Fix

ing c

ontr

ol

level

s of

rese

rvoir

.

5.c

Wat

er l

og

gin

g –

Cau

ses,

eff

ect

s, p

rev

enti

ve

an

d c

ura

tiv

e

mea

sure

s.

5.d

Div

ersi

on w

eirs

and b

arra

ges

an

d d

iver

sio

n h

ead w

ork

-

Layou

t, c

om

pon

ents

and w

ork

ing.

12

7

C

O5

6

6.1

Sta

te c

lass

ific

atio

n o

f ca

nal

as

per

dif

fere

nt

crit

eria

.

6.2

Sket

ch c

ross

sec

tions

of

canal

in c

utt

ing,

ban

kin

g a

nd p

artl

y

cutt

ing,

par

tly b

ankin

g.

Ca

na

l st

ruct

ure

s an

d C

D w

ork

s 6.a

C

lass

ific

atio

n o

f ca

nal

. A

lig

nm

ent

of

canal

. C

ross

sec

tion

of

canal

in

em

ban

km

ent,

in

cu

ttin

g

and

par

tly

cutt

ing

12

7

C

O6

CO

UR

SE

NA

ME

Ir

rig

ati

on

En

gin

eeri

ng

C

OU

RSE

CO

DE

R

18

CE

410

4

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

210

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-Top

ics

Marks

Hours

Mapped

CO

6.3

Des

ign e

lem

ents

of

most

eco

no

mic

al c

anal

sec

tion.

6.4

Exp

lain

pri

nci

ple

and w

ork

ing o

f cr

oss

dra

inage

work

s.

6.5

Exp

lain

p

rin

ciple

an

d

work

ing

of

Hea

d

reg

ula

tor,

C

ross

regula

tor,

Esc

ape,

Fal

ls a

nd O

utl

ets.

/Par

tly

ban

kin

g.

6.b

Hydra

uli

c an

d f

un

ctio

nal

des

ign o

f ca

nal

. L

inin

g t

o c

anal

.

6.c

Cro

ss d

rain

age

wo

rks

- aq

ued

uct

, su

per

pas

sag

e, s

ipho

n,

lev

el c

ross

ing,

inle

t-outl

et.

6.d

Can

al R

egula

tion w

ork

s -

Hea

d r

egula

tor,

Cro

ss r

egula

tor,

Esc

ape,

Fal

ls a

nd O

utl

ets.



Page 211



S.

No. Practical

Topi

c No.

Hours

Allotted

Mapped

CO

1 Collect data from irrigation atlas for rivers, basins, major and

minor irrigation projects in India and Maharashtra. 1 2 CO1

2 Demarcating Catchment area for small irrigation project from

topo- sheet. 1 2 CO1

3 Computing average annual rainfall, Yield and MFD for given

problem. 1 2 CO1

4 Report on any article published in journal /magazine regarding

international practices in irrigation. 2 2 CO2

5 Study and illustrate any Minor Irrigation Schemes executed in

Maharashtra. 3 2 CO3

6 Visit to any major/minor irrigation project site, study irrigation structures and write report based on visit.

4 2 CO4

7 Sketching of layout of diversion head works and its

components 5 2 CO5

8 Designing of a canal section for given conditions. 6 2 CO6

-- Total -- 16 --

S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Assignment based on duty, delta, base period etc 1 2 CO2

2 Sketching and illustrating Masonry / Earthen Dam section. 4 2 CO4

3 Fixing control levels for a Reservoir, based on given data. 5 2 CO 5

4 Sketching and explaining canal structures 6 2 CO6

-- Total -- 8 --

S.


Topic

No.

Hours

Allotted

Mapped

CO

1

Preparing a presentation on different methods of irrigation

and its use in different parts of world with specific reference to India.

2 2 CO2

2 Power point Presentation on given topic from irrigation

engineering - 4

CO1 to

CO6

-- Total -- 6 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --



Page 212


ACTIVITIES

Rubrics for Practical and Assignments

Category 4 3 2 1

Take initiative in

finding solution for

given problem.

Creative thinking. Take

part in discussion and

develop the solution to

the problem with

teacher and fellow

students

With small hint

interested in

developing the

solutions on their

own.

Forced

participation in

discussion and

development of

solution.

Very little

Participation in

development of

solution.

Data

documentation,

data analysis &

results

interpretation

Correct calculations and

minor error in result.

Small errors in

calculations

Major errors in

calculations and

Error in result

Incomplete &

wrong

calculations and

Error in result.

Presentation of

solution

Neat and clean

presentation of solution

in form of graphs,

diagrams drawn to

proper scale

To large extent nNeat

and clean presentation

of solution in form of

graphs, diagrams

drawn to proper scale

Improper scale, not so clean,

neat

presentation.

Clumsy graphs,

sketches and

diagrams

Team spirit Contributes a fair share

to work



work

Many times

depends on

others to

complete the

work

Always

depends on

others to

complete the

work

Timely completion


Overall



Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning

but proper

execution

Improper planning

& execution

Quality of report,

graphics and

presentation.

Clear description

with all supporting details, relevant &

neat graphics and

well structure

presentation.


some supporting details, relevant but

messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description, irrelevant & messy

graphics and

unstructured

presentation.

Timely


Overall




Page 213

Rubricks for Orals

Category 4 3 2 1

Knowledge of

Course content

Accurately states the main points and


the question raised by

examiner with focus

on the substance.

Adequately states the main points and



examiner with focus

on the substance.

States most of the

main points but miss out details in

answer to the

question raised by

examiner with

focus on the

substance.

States few main points and details

in answer to the

question raised by

examiner with

focus on the

substance

Delivery

Effectively and


information while


considering the

audience

Adequately delivers



and considering the

audience.

Delivers the

information but

does not stay on

topic. Little

consideration on

audience.

Little or no

attempt is made to

deliver the

information and

stay on topic.

Body Language and eye contact

Good straight posture and eye contact.

Most of the times straight posture and


Occasionally straight posture and

little eye contact

Plump posture and very little eye

contact

Overall




1 Irrigation Atlas 1

2 Topo Sheets 2

3 Models of irrigation structures 7


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




I Introduction to irrigation and

Hydrology CO1 4 4 8 16

II Application of water to the

fields CO2 4 4 4 12

III Minor Irrigation Works CO3 4 4 4 12

IV Dams and spillways CO4 4 4 8 16

V Reservoir and diversion head

works CO5 4 4 4 12

VI Canal structures and CD works CO6 4 8 - 12

Total -- 24 28 28 80



Page 214


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R State advantages and ill effects of irrigation

2 1 CO1 U Describe rainfall-runoff cycle.

3 1 CO1 A Compute average annual rainfall for given

catchment from given data.


• BOOKS

S.


1 Irrigation Water Power and

Water Resources Engineering Dr. P. N. Modi

2 Irrigation Engg. S. K. Mujumdar Galgotia Publications Pvt. Ltd., New

Delhi. ISBN 9788175155350

3 Irrigation Engg. & Hydraulic

Structures:- Khanna

Standard Book House, New Delhi-6

ISBN 9788187401290

4 Irrigation Engg. J. G.Dahigaonkar Asian Books Pvt. Ltd

ISBN-10: 8184120087

5 Irrigation Engg. S. K.Sharma S. Chand Publishing

ISBN, : 9789352533770

6 Irrigation Engg. N. N. Basak Tata McGraw-Hill Education Pvt. Ltd.,

ISBN 9780074635384

7 Irrigation Water Power and

Water Resources Engineering Dr. K. R. Arora

Standard Publishers Distributors

ISBN 9788180140075

• MODELS

S. No. Name of Model

1 Gravity Dam

2 Fish Ladder

3 Canal Regulator

4 Head Regulator

5 Aqueduct

6 Syphon Aqueduct

7 Super passage

8 Silt Ejector

9 River Head Works

10 Gibbs Module



Page 215

• WEBSITES

S. No. ADDRESS

1 https://sites.google.com/site/r18ce4104/

2 www.nptel.iitm.ac.in\\

3 https://www.youtube.com

4 https://www.youtube.com/

5 http://www.slideshare.in



1 Prof. D. S. Bapat 9422579511 [email protected]


COURSE NAME Quantity Surveying- I COURSE CODE R18CE4105


Page 216



Course Name Quantity Surveying- I Course code R18CE4105



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

3 4

- -- 50 -- -- - 50 - @50 100



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW, Assignments –AS, Tutorials- TU, Oral –OR, @ -Internal Oral

1. RATIONALE

The success of a project is determined by the utilization of various resources optimally. In order to

achieve this an estimation of quantities of materials, items Tool & Plants, machinery to be used needs

to be done meticulously in details. The schedule of rates for a region assists us in preparing an

estimate as well as in analysis the rates if net given in the schedule of rates. Authenticity of rates &

working them out can be done by analyzing them. An understanding of specification and drafting them

to suit our work is imperative for every Civil Engineer.


Prepare the estimate of a civil engineering structure



a. Prepare estimates for various civil engineering structures.

b. Comprehend specifications of items of works.

c. Analyse rates of items for tenders.

d. Use schedule of rates for preparing estimates.

CO

UR

SE

NA

ME

Q

ua

nti

ty S

urv

eyin

g-

I C

OU

RS

E C

OD

E

R18

CE

41

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

217

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Qu

an

tity

Su

rveyin

g –

I

Co

urs

e C

od

e:

R1

8C

E4

10

5

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

n

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

ts &

Test

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

socie

ty s

ust

ain

ab

ilit

y&

en

vir

on

men

t

PO

6

Proje

ct

Ma

nag

em

en

t

PO

7

Lif

e L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

1

3

1

1

1

CO

2

1

2

1

1

1

CO

3

1

3

1

1

CO

4

2

2

1

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

Q

ua

nti

ty S

urv

eyin

g-

I C

OU

RSE

CO

DE

R

18

CE

410

5

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

218

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

Def

ine

purp

ose

of

esti

mat

e &

typ

es o

f es

tim

ate.

1.2

Des

crib

e o

ver

hea

d

char

ges

, C

onti

ngen

cies

, W

ork

char

ge

esta

bli

shm

ent.

1.3

Lis

t m

eth

od’s

of

pre

par

ing a

pp

roxim

ate

esti

mat

e.

1.4

Sel

ect

unit

s o

f m

od

es o

f m

easu

rem

ent,

paym

ent,

are

a

and v

olu

me

for

dif

fere

nt

figu

re a

nd s

hap

es.

1.5

Pre

pare

m

easu

rem

ent

shee

t,

abst

ract

sh

eet

and

rate

anal

ysi

s sh

eets

.

1.6

Stu

dy s

pec

ific

atio

n’s

purp

ose

, ty

pes

, im

port

ance

, le

gal

aspec

t.

Intr

od

uct

ion

1

.1 P

urp

ose

of

esti

mat

es.

Typ

es o

f es

tim

ates

. F

acto

rs ef

fect

ing

esti

mat

e. O

ver

hea

d ch

arges

, C

onti

ngen

cies

., W

ork

ch

arg

ed

esta

bli

shm

ent.

1.2

Met

ho

ds

of

pre

pari

ng a

ppro

xim

ate

esti

mat

es.

1.3

Consi

der

atio

ns

un

der

lyin

g t

he

sele

ctio

n o

f unit

s an

d m

od

es o

f

mea

sure

men

t, u

nit

for

paym

ent

Are

a &

volu

me

for

dif

fere

nt

fig

ure

s an

d s

hap

es,

Con

ver

sio

n o

f u

nit

s, b

od

y m

easu

rem

ents

.

Veh

icle

s’ m

easu

rem

ents

, volu

me,

mat

eria

ls c

arry

ing c

ap

acit

y.

1.4

Var

ious

tabula

r fo

rms

use

d

in

esti

mat

ing.

Mea

sure

men

t

shee

ts,

Ab

stra

ct s

hee

ts,

Rat

e A

nal

ysis

shee

ts.

1.5

Sp

ecif

icat

ions

– D

efin

itio

n,

Purp

ose

, T

ypes

, Im

po

rtance

, L

egal

aspec

ts.

Dra

ftin

g o

f sp

ecif

icat

ions

for

no

n s

tand

ard i

tem

s eg

.

Kit

chen

ott

a.

AC

P c

laddin

g.

--

9

CO

1

CO

2

2

2.1

Ill

ust

rate

co

mp

onen

t o

f co

st o

f it

ems

of

work

an

d t

ask

work

.

2.2

C

alcu

late

cal

cula

tio

n o

f dry

mat

eria

ls.

2.3

Det

erm

ine

labo

ur

req

uir

emen

t fo

r m

ajor

item

s of

work

lik

e bri

ck m

asonry

, st

one

mas

onry

, ce

men

t, c

on

cret

e,

R.C

.C.

floori

ng,

pla

ster

ing,

whit

e w

ashin

g,

dis

tem

per

ing,

pai

nti

ng e

tc.

2.4

Dra

w s

ket

ch o

f kit

chen

ott

a an

d a

nal

yses

th

e ra

te.

2.5

Des

crib

e ta

xat

ion,

insu

ran

ce,

ES

IC,

PF

, C

AR

, B

ST

,

Ex

cise

, V

AT

, S

ervic

e ta

x,

Oct

roi.

2.6

C

onst

ruct

an E

xce

l pro

gra

m f

or

anal

yse

s of

rate

s.

An

aly

sis

of

Ra

tes

2.1

Co

mp

onen

ts o

f co

st o

f it

ems

of

work

, ta

sk w

ork

.

2.2

Cal

cula

tio

n o

f dry

mat

eria

ls.

2.3

Lab

our

req

uir

emen

t fo

r m

ajor

item

s o

f w

ork

li

ke

bri

cks

mas

onry

, st

on

e m

aso

nry

. C

emen

t co

ncr

ete.

R

.C.C

. fl

oori

ng,

pla

ster

ing,

whit

e w

ashin

g,

dis

tem

per

ing,

pai

nti

ng e

tc.

Dra

w

Kit

chen

ott

a an

d a

nal

yses

th

e ra

te.

2.4

Tax

atio

n,

insu

ran

ce,

ES

IC,

PF

, C

AR

, S

CT

, B

ST

, E

xci

se,

VA

T,

Ser

vic

e T

ax,

Oct

roi.

2.5

Pre

pare

an E

xce

l pro

gra

m f

or

Anal

yse

s o

f ra

tes.

--

8

CO

3

3

3.1

Sug

ges

t b

est

met

ho

d f

or

calc

ula

tion o

f ea

rth

wo

rk f

or

road

, ca

nal

, dam

, em

ban

km

ent

& c

utt

ing.

3.2

Un

der

stan

d c

on

cep

t o

f le

ad &

lif

t ,

stag

es,

roya

lty.

3.3

Eval

uat

e bal

an

cing o

f th

e ea

rth

work

.

Calc

ula

tion

of

Eart

h W

ork

3

.1 R

oad

, C

anal

, D

am

, E

mb

ank

men

t, &

Cutt

ing

3.2

Lea

d &

Lif

t, s

tag

es,

Ro

yal

ty

3.3

Bal

anci

ng o

f th

e ea

rth

work

. B

orr

ow

pit

s &

Sp

oil

ban

ks,

Mas

s

--

8

CO

1

CO

UR

SE

NA

ME

Q

ua

nti

ty S

urv

eyin

g-

I C

OU

RSE

CO

DE

R

18

CE

410

5

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

219

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

3.4

Un

der

stan

d m

ass

curv

e th

rou

gh r

ates

.

3.5

Est

imat

e o

f w

ater

bou

nd m

aca

dam

ro

ad,

bit

um

ino

us

road

s an

d c

on

cret

e ro

ads.

Curv

es,

thro

ug

h r

ates

3.4

Est

imat

e o

f W

ater

Bo

un

d M

aca

dam

road,

Bit

um

ino

us

roads,

and C

on

cret

e ro

ads.

4

4.1

Wri

te i

nfo

rmat

ion a

vai

lable

in s

ched

ule

of

rate

s.

4.2

Des

crib

e re

fere

nce

to

sc

hed

ule

of

rate

s –

ra

tes

of

mat

eria

ls,

rate

s fo

r tr

ansp

ort

atio

n.

4.3

Ill

ust

rate

lo

adin

g,

lead,

lift

, unlo

adin

g,

stac

kin

g,

it

effe

ct o

n o

ver

all

rate

of

mat

eria

ls.

Use

of

Sch

edu

le o

f R

ate

s 4

.1 I

nfo

rmat

ion

avai

lab

le

in

sched

ule

of

rate

s.

Ref

eren

ce

to

sched

ule

of

rate

s –

R

ates

of

mat

eria

ls.

R

ates

fo

r tr

ansp

ort

atio

n,

anal

ysi

s o

f tr

ansp

ort

atio

n,

choic

e bet

wee

n

tru

ck,

tem

po,

cart

etc

.

4.2

Loadin

g,

lead,

lift

, unlo

adin

g,

stac

kin

g,

its

effe

ct o

n over

all

rate

of

mat

eria

ls.

4.3

Cal

cula

tio

n o

f ra

tes

consi

der

ing e

xtr

a le

ad &

lif

t o

f m

ater

ials

.

--

7

CO

4

5

5.1

Id

enti

fy m

eth

ods

of

det

aile

d e

stim

ate.

5.2

Pre

pare

lis

t of

item

s o

f w

ork

s fo

r d

etai

led e

stim

ate.

5.3

Sug

ges

t dif

fere

nt

met

ho

ds

of

wat

er p

roo

fin

g.

5.4

Pre

pare

Ex

cel

pro

gra

m f

or

det

aile

d e

stim

ate.

5.5

Lis

t var

ious

buil

din

g c

om

po

nen

t.

Det

ail

ed E

stim

ate

5

.1

Sta

ndar

d m

od

es o

f m

easu

rem

ent.

I.S

. 12

00.

S

equ

enci

ng o

f

item

s, O

ver

hea

ds,

WC

E,

Conti

ngen

cies

.

5.2

Buil

din

g

wit

h

ord

inar

y

found

atio

n,

R.C

.C.,

slab

, dif

fere

nt

met

hods

of

wat

er p

roo

fing.

5.3

Sim

ple

buil

din

g w

ith h

ipp

ed /

gab

led r

oo

f (w

ith d

iffe

rent

roo

f

mat

eria

ls,

Inte

rsec

tion o

f dif

fere

nt

span

s, v

alle

ys)

. K

ing P

ost

Tru

ss r

oof,

Pan

eled

Doors

an

d W

ind

ow

s.

5.4

Use

of

Ex

cel

pro

gra

mm

e fo

r det

aile

d e

stim

ate.

--

8

CO

1

6

6.1

Def

ine

cross

dra

inage

work

s.

6.2

Cal

cula

te e

stim

ate

of

culv

ert,

R.C

.C.

slab

, hum

e p

ipes

.

6.3

Des

crib

e sp

ecif

icat

ion f

or

fram

ed s

truct

ure

. 6

.4 L

ist

of

mat

eria

l re

quir

ed f

or

fram

ed s

tru

cture

.

6.5

Det

erm

ine

esti

mat

e of

swim

min

g

po

ol,

tr

emix

pav

emen

ts.

Mis

cell

an

eou

s 6

.1 C

ross

Dra

inag

e w

ork

s, E

stim

ate

of

a C

ulv

ert

– R

.C.C

. sl

ab,

Hu

me

pip

e.

6.2

Sp

ecif

icat

ions

for

a fr

am

ed s

truct

ure

, m

ater

ials

req

uir

ed.

6.3

Est

imat

e of

swim

min

g p

ools

, T

rem

ix p

avem

ents

.

--

8

CO

1



Page 220



Sr.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

1 Ergonomics (Sketches of body measurements & positions). 1 2 CO1

2 Sequence of items of construction of load bearing and

framed structure. (Own class room also). 1 2 CO2

3 Formulae for areas and volumes. 2 2 CO1

4 Conversions of units – linear, area, volumetric. 2 2 CO1

5 Units of measurements. 2 2 CO1

6 Analysis of Rates of ten important items of building

construction one item to be done by actual site observation. 2 8 CO3

7 Estimate of Earthwork & Bituminous surfacing. 3 8 CO1

8 Detailed Estimate of a G+1 structure. 5 14 CO1

9 Estimate of R.C.C. slab culvert. 6 08 CO1

10 Specifications of ten important items of construction. One

item specs should be drafted. 6 6 CO4

11 Excel program for Rate analysis. Preparing an indent for

requirement of items. 5 4 CO3

-- Total -- 60 --


No.

Hours

Allotted

Mapped

CO


-- Total -- 64 --


ACTIVITIES


Category 4 3 2 1


Well Constructed Structured But Missing

Links Unstructured

Understanding Of

Analytical Concepts

Complete

Understanding

Substantial


Limited

Understanding



50 % Free Of

Errors

Graphics

Neat ,Accurate And

Enhance

Understanding

Neat And

Accurate

Some Illustrations Are

Misleading And

Redundant

Least Accurate

And Not Neat

Timely Completion


Overall




Page 221

Rubricks for Orals

Category 4 3 2 1

Knowledge of

Course content


main points and



examiner with focus

on the substance.


main points and



examiner with focus

on the substance.

States most of the

main points but

miss out details in

answer to the

question raised by

examiner with

focus on the

substance.

States few main

points and details

in answer to the

question raised by

examiner with

focus on the

substance

Delivery

Effectively and


information while



Adequately delivers



and considering the audience.

Delivers the

information but

does not stay on

topic. Little

consideration on audience.

Little or no

attempt is made to

deliver the

information and stay on topic.

Body Language

and eye contact


and eye contact.

Most of the times



Occasionally


little eye contact

Plump posture and

very little eye

contact

Overall



• BOOKS


1 Quantity Surveying and Costing M. Chakraborthi Self published

2 Quantity Surveying and Costing G. S. Birdie Dhanpat Rai, Delhi

3 Quantity Surveying and Costing J. M. Muley Vrinda, Jalgaon

4 Quantity Surveying and Costing G. B. Deshpande Nirali, Pune

5 Quantity Surveying and Costing Vol. 1&2 J. C. Malhotra Khanna, Delhi

6 Quantity Surveying and Valuation N. A. Shah Khanna, Delhi

7 Estimating and Costing in Civil Engg. B. N. Dutta. Self published



1 MS Excel Microsoft Commercial

• WEBSITES

S. No. Address

1 mahapwd.com




COURSE NAME Quantity Surveying- II COURSE CODE R18CE4106


Page 222



Course Name Quantity Surveying- II Course code R18CE4106



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 4

80 20 50 -- -- - 50 - 50 200




Oral -OR

1. RATIONALE

Estimation of quantities and costing of civil structures are part of daily routine jobs required to be

performed on sites. This subject requires thorough understanding of drawings, construction processes

and market prices of materials and labour. In any transaction of buying, selling or renting a property,

valuation should be done first. Various methods are in vogue & a student should be aware of these.

Concrete, reinforcement steel, Water supply & sanitary works contribute a major percentage to the

construction cost. Hence a student has to estimate these in details.


Prepare the estimate of a civil engineering structure.



1. Prepare detailed estimates for civil engineering works.

2. Draft specifications of items of work.

3. Fill in the tender.

4. Determine the value of an existing structure.

CO

UR

SE

NA

ME

Q

uan

tity

Su

rvey

ing

- II

C

OU

RS

E C

OD

E

R18

CE

41

06

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

223

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Qu

an

tity

Su

rveyin

g-I

I

Co

urs

e C

od

e:

R1

8C

E4

10

6

PO

1

Basi

c &

Dis

cip

lin

e

specif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

n

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

ts &

Test

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

socie

ty

sust

ain

ab

ilit

y&

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

su

perv

isio

n a

nd

ma

inte

na

nce

CO

1

3

1

1

1

2

CO

2

1

1

1

1

1

1

CO

3

1

3

2

1

1

CO

4

1

1

1

1

1

1

1

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no c

orr

elat

ion.

5.

CO

UR

SE

MA

P

EX

PEC

TE

D

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

Q

ua

nti

ty S

urv

eyin

g-

II

CO

UR

SE

CO

DE

R

18

CE

410

6

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

224

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

Dif

fere

nti

ate

bet

wee

n c

ost

, p

rice

& v

alu

e.

1.2

Sta

te d

iffe

rent

met

ho

d o

f dep

reci

atio

n.

1.3

Des

crib

e dif

fere

nt

met

hod o

f val

uat

ion.

1.4

Eval

uat

e ca

pit

aliz

ed v

alue

of

buil

din

g.

1.5

Cal

cula

te r

ent

of

buil

din

g.

1.6

Sta

te f

ree

hold

pro

per

ty &

lea

se h

old

pro

per

ty.

Va

lua

tion

1

.1 M

eanin

g a

nd p

urp

ose

of

val

uat

ion.

Fac

tors

aff

ecti

ng v

aluat

ion.

Typ

e o

f val

ues

det

erm

inat

ion o

f si

nkin

g f

und,

obso

lesc

ence

and

dep

reci

atio

n

1.2

Cap

ital

ized

val

ue

an

d

yea

r’s

purc

has

e.

Ann

uit

y,

val

uat

ion

of

buil

din

gs,

val

uat

ion

of

land,

dif

fere

nt

met

hods,

re

nt

fixat

ion,

pre

sent

val

ue

futu

re v

alue

of

rup

ee.

16

10

C

O1

2

2.1

Lis

t it

ems

of

work

in R

.C.C

. co

nst

ruct

ion.

2.2

Pre

pare

bar

ben

din

g s

ched

ule

.

2.3

Des

ign an es

tim

ate

of

R.C

.C.

T b

eam

, sl

ab,

colu

mn

wit

h f

ooti

ng,

stai

rcas

e and w

ater

tan

k.

2.4

Cal

cula

te

det

aile

d

esti

mat

e o

f w

hole

R

.C.C

. fr

amed

buil

din

g.

2.5

Det

erm

ine

esti

mat

e of

PT

sla

bs.

Est

imate

of

R.C

.C.

work

s.

2.1

Ite

ms

of

work

in

R

.C.C

. co

nst

ruct

ion.

Bar

ben

din

g S

ched

ule

,

Est

imat

e o

f R

.C.C

. T

-bea

m,

slab

, es

tim

ate

of

colu

mn

wit

h

footi

ng,

esti

mat

e of

stai

rcas

e.

2.2

Est

imat

e o

f w

ater

tanks.

2.3

Est

imat

e o

f w

hole

R.C

.C.

fram

ed b

uil

din

g,

Est

imat

e o

f P

T s

lab

s.

16

10

C

O1

3

3.1

Work

o

ut

esti

mat

e of

G.I

.,

A.C

.,

FR

P

shee

t re

stin

g

ov

er s

teel

sta

nch

ion.

3.2

Cal

cula

te e

stim

ate

of

pla

te g

irder

.

3.3

Eval

uat

e es

tim

ate

of

stru

ctura

l st

eel

wo

rk s

hed

s.

3.4

Pre

pare

est

imat

e o

f A

CP

cla

ddin

g.

3.5

Form

ula

te e

stim

atio

n o

f st

ruct

ura

l gla

zin

g.

Est

ima

te o

f st

eel

stru

ctu

res

3.1

Est

imat

e of

GI,

A

C,

FR

P sh

eets

re

stin

g o

ver

st

eel

stan

chio

n,

esti

mat

e of

p

late

gir

der

.

3.2

Est

imat

e o

f

Str

uct

ura

l st

eelw

ork

sh

ed.

3.3

Est

imat

e o

f A

CP

cla

ddin

g.

A

lum

inum

Com

posi

te p

anel

.

3.4

Est

imat

e o

f st

ruct

ura

l gla

zin

g.

12

7

CO

1

4

4.1

Pre

pare

est

imat

e o

f w

ater

sup

ply

& s

anit

ary

work

for

resi

den

tial

buil

din

g.

4.2

Det

erm

ine

esti

mat

e o

f m

anh

ole

, w

ater

m

ain,

septi

c

tank,

soak p

it.

4.3

Est

imat

e o

f ra

inw

ater

har

ves

ting.

Wate

r su

pp

ly &

dra

ina

ge

layou

t (p

lan

) el

eva

tion

, se

ctio

n

4.1

Est

imat

e of

wat

er su

pp

ly a

nd sa

nit

ary

work

s fo

r a

resi

den

tial

B

uil

din

g.

4.2

Est

imat

e o

f m

anh

ole

, es

tim

ate

of

wat

er m

ains,

est

imat

e o

f se

pti

c

tank,

soak p

it.

4.3

Est

imat

e o

f ra

inw

ater

har

ves

ting.

12

7

CO

2

CO

UR

SE

NA

ME

Q

ua

nti

ty S

urv

eyin

g-

II

CO

UR

SE

CO

DE

R

18

CE

410

6

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

225

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

5

5.1

Expla

in p

re a

udit

an

d p

ost

au

dit

acc

ou

nt

syst

em.

5.2

Rule

of

the

form

at o

f M

.B.

stat

e th

e w

het

her

roll

of

wri

ting M

.B.

5.3

D

raft

ten

der

noti

ce.

5.4

Sta

te v

ari

ous

typ

es o

f te

nd

er d

ocu

men

ts.

5.5

Sta

te r

equir

emen

t of

val

id c

ontr

act

.

5.6

Sta

te a

nd e

xp

lain

vari

ous

typ

es o

f co

ntr

act

.

5.7

Expla

in

pro

cedure

of

issu

e o

f m

ater

ials

to

th

e

contr

act

or.

PW

D P

roce

du

res

5

.1 P

re-a

udit

&

P

ost

A

udit

ac

count

syst

em.

Typ

es

of

wo

rks,

adm

inis

trat

ive

appro

val

.

5.2

Mea

sure

men

t b

ooks,

use

, D

o’s

an

d D

on’t

s fo

r en

trie

s in

M.B

.,

Sta

ndar

d M

easu

rem

ent

bo

oks.

5.3

Ten

der

s –

Noti

ce t

yp

es,

iden

tify

ing m

ista

kes

in t

ender

s. S

tan

dar

d

tend

er

form

s use

d

by

Go

ver

nm

ent.

A

gre

emen

t,

gen

eral

con

dit

ions

of

contr

act

, ty

pes

of

contr

act

s. A

rbit

rati

on.

5.4

Sit

e ord

er b

oo

k,

purp

ose

, p

roce

dure

of

issu

e o

f m

ater

ials

to t

he

contr

act

or,

pro

ced

ure

to p

rep

are

a bil

l, P

rice

var

iati

on c

lause

.

12

7

CO

3

6

6.1

Dra

w o

rganiz

atio

n s

truct

ure

of

PW

D.

6.2

Stu

dy

of

mat

eria

l p

rocu

rem

ent,

su

rvey

rep

ort

fo

rm

no.1

8.

store

an

d r

ecord

s, i

nd

ents

an

d m

ater

ial

at s

ite.

6.3

Sta

te

imp

ort

ance

o

f m

ainta

in

acc

ou

nt

regis

ter

and

sto

ck r

egis

ter.

6.4

Lis

t ch

arg

e to

b

e hand

ed

over

in

ca

se

of

transf

er,

ince

pti

on o

f re

st h

ouse

.

6.5

Dif

fere

nt

mo

des

of

paym

ent.

6.6

Stu

dy

of

ER

P

soft

war

e,

it’s

fu

nct

ional

ity,

usa

ge,

adap

tabil

ity

lim

itat

ions.

Dep

art

men

t p

roced

ure

s F

or

Gov

ern

men

t &

Pri

va

te

org

an

izati

on

.

6.1

Hie

rarc

hy o

f org

aniz

atio

n i

n P

WD

.

6.2

Mat

eria

ls p

rocu

rem

ent,

S

urv

ey

rep

ort

s fo

rm N

o.1

8.

Sto

re an

d

Rec

ord

s.

Ind

ents

and M

ater

ials

at

Sit

e.

6.3

Road

Met

al

Ret

urn

, A

cco

unts

o

f T

ools

an

d

Pla

nts

. A

ccou

nt

Reg

iste

r an

d S

tock

reg

iste

r.

6.4

Char

ge

to b

e h

and

ed o

ver

in c

ase

of

transf

er.

Insp

ecti

on o

f R

est

House

s.

6.5

Cas

h

Book,

Cas

h

sourc

es

of

rece

ipt

of

mo

ney

in

a

sect

ion,

Mo

des

of

paym

ent.

T

.A.

D.A

. ru

les,

Im

pre

st

Acc

ou

nt,

Tem

pora

ry A

dvance

, an

d H

and R

ecei

pt.

6.6

Chec

kin

g

of

sup

pli

ers

bil

ls

Vouch

ers,

R

. A

. b

ills

, R

eco

ver

y

stat

emen

t. S

ecure

d a

dvan

ces

and r

eco

nci

liat

ion o

f m

ater

ials

.

6.7

Intr

od

uct

ion

to

ER

P

Soft

ware

, it

s fu

nct

ional

ity,

usa

ge,

adap

tabil

ity

lim

itat

ions.

12

7

CO

4



Page 226




No.

Hours

Allotted

Mapped

CO

1 Valuation of a building. 1 6 CO1

2 Estimate of R.C.C. frame for a building. 2 14 CO1

3 Estimate of structural steel work. 3 12 CO1

4 Detailed estimate of Water supply & Sanitary works. 4 10 CO2

5 Manner of submission of tender, tender documents. 5 6 CO3

6 Conditions of Contract. 5 6 CO3

7 Prepare EXCEL programs for valuation, costing and

estimates. 6 6 CO4

-- Total -- 60 --

Sr.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 64 --


ACTIVITIES


Category 4 3 2 1

Structure Very Well

Structured

Well

Constructed

Structured But Missing

Links Unstructured

Understanding of

Analytical Concepts

Complete

Understanding

Substantial


Limited

Understanding



50 % Free Of Errors

Graphics

Neat, Accurate and


Neat And

Accurate


Misleading and Redundant

Least Accurate

And Not Neat

Timely Completion


Overall


Rubricks for Orals

Category 4 3 2 1

Knowledge of

Course content


main points and details

in answer to the

question raised by

examiner with focus on

the substance.


main points and



examiner with focus

on the substance.

States most of the

main points but

miss out details in

answer to the

question raised by

examiner with

focus on the

States few main

points and details

in answer to the

question raised by

examiner with

focus on the

substance



Page 227

Category 4 3 2 1

substance.

Delivery

Effectively and


information while


considering the

audience

Adequately delivers



and considering the

audience.

Delivers the

information but

does not stay on

topic. Little

consideration on

audience.

Little or no

attempt is made to

deliver the

information and

stay on topic.

Body

Language and

eye contact

Good straight posture and eye contact.

Most of the times



Occasionally


little eye contact

Plump posture and

very little eye

contact

Overall



Topic

No. Topic Title

Mapped

CO % OR

Emphasis


Cognitive level Total Marks Remember Understand Apply

1 Valuation CO1 4 4 8 16

2 Estimate of R.C.C. works. CO1 4 4 8 16

3 Estimate of steel structures CO1 4 4 4 12

4 Water supply and drainage

layout (plan) elevation, section CO2 4 4 4 12

5 PWD Procedures CO3 4 4 4 12

6

Department procedures For

Government and Private

organization.

CO4 4 4 4 12

Total -- 24 24 32 80


EXAMINATIONS

Sr.

No. Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R State type of values determination of sinking fund.

2 1 CO1 U Define valuation and its purpose.

3 1 CO1 A Explain capitalized value and year’s purchase.


• BOOKS


1 Text book of Estimating & Costing G. S. Birdie Dhanpat Rai, Delhi



Page 228


2 Quantity Surveying & Costing, vol. I & II J. C. Malhotra Khanna, Delhi

3 Estimating, Costing, Specification &

Valuation M. Chakraborti. M. Chakraborti.

4 Quantity Surveying & Valuation N. A. Shah Khana, Delhi

5 Quantity Surveying & Costing J. R. Muley New Vrinda, Jalagaon.

6 Construction Mgmt. & Accounts Vazirani Chandola Khana, Delhi.

7 Estimating & Costing in Civil Engg. B. N. Dutta B.N. Dutta

8 ISO 1200- Method of measurement for

Building works. BIS BIS




• WEBSITES

S. No. ADDRESS

1 mahapwd.com




COURSE NAME Construction Management COURSE CODE R18CE4107


Page 229



Course Name Construction Management Course code R18CE4107


COURSE TEACHING, ASSESSMENT AND EVALUATION SCHEME

Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

3 2

80 20 15 05 05 -- 25 - 25 150



End Semester Examination - ESE, Two Tests Average - TTA, Term Work - TW, Student Activity- SW,

Assignments – AS, Tutorials - TU, Oral - OR

1. RATIONALE

Diploma civil engineer as a site supervisor plays very important role from initiation to closing

of construction project. He gives valuable inputs in planning, supervises the construction work carefully, checks actual work with specifications and reports it to manager. He keeps

close watch on execution and maintains the quality of work. The supervisor has to read the schedule and is responsible to maintain resources for scheduled work. Any ahead or behind

the schedule activity will be reported to project manager and updating in the schedule is

carried out. Supervisor works as link between project manager and vendors & workers. He

has to be conversant with basic management techniques of all resources like men, material,

machinery, money and time. The optimum use of all resources will lead to safe, successful

and profitable completion of construction project in scheduled time.


Apply basic tools and techniques of construction management while supervising construction

and maintenance of civil engineering structures.



1. Describe functions & principles of management and organization structures.

2. Describe planning processes required for construction project and create work break down

structure for small project.

3. Interpret and develop bar chart, CPM network. Find critical path and project duration.

4. Describe men, material, equipment, management functions in construction industry.

5. Identify costs and finance associated with project and interprets project documents.

6. Identify construction safety hazards, create site layout and describe elements of project

documentation at every stage of project.

CO

UR

SE

NA

ME

C

on

stru

ctio

n M

an

ag

emen

t C

OU

RSE

CO

DE

R

18

CE

410

7

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ec

hn

olo

gy,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

23

0

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Co

nst

ru

cti

on

Ma

nag

em

en

t

Co

urs

e C

od

e:

R1

8C

E4

10

7

PO

1

Basi

c a

nd

Dis

cip

lin

e S

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eeri

ng

To

ols

,

Exp

eri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

Env

iro

nm

en

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

ervis

ion

an

d m

ain

ten

an

ce

CO

1

3

3

1

2

2

CO

2

2

2

3

2

3

1

3

CO

3

2

2

3

3

1

2

1

CO

4

2

2

2

1

2

1

2

2

CO

5

2

2

3

2

3

CO

6

1

1

2

2

2

2

3

Rat

ing s

cal

e‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

fo

r no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PEC

TE

D

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

C

on

stru

ctio

n M

an

ag

emen

t C

OU

RSE

CO

DE

R

18

CE

41

07

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

23

1

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Ma

nag

emen

t an

d O

rgan

iza

tion

1

.1

Des

crib

e and

expla

in

fourt

een

p

rin

ciple

s of

manag

emen

t b

y

Hen

ry F

ayo

l.

1.2

D

escr

ibe

and e

xp

lain

fu

nct

ions

of

manag

emen

t.

1.3

C

om

men

t on c

urr

ent

scen

ari

o o

f In

dia

n c

onst

ruct

ion i

ndust

ry

1.4

Ju

stif

y

nee

d

of

appli

cati

on

of

pri

nci

ple

s o

f org

anis

atio

n

to

const

ruct

ion i

ndust

ry.

1.5

E

xp

lain

dif

fere

nt

org

anis

atio

n

stru

cture

s th

eir

advan

tag

es,

dra

wback

s

1.1

P

rinci

ple

s o

f m

an

agem

ent

by

Hen

ry F

ayol

and

Fun

ctio

ns

of

managem

ent.

1.2

C

urr

ent

scen

ario

of

Co

nst

ruct

ion s

ecto

r in

India

and n

eed o

f sc

ienti

fic

man

agem

ent

in c

onst

ruct

ion

sect

or.

1.3

R

ole

of

sup

ervis

or

in e

ach

sta

ge

of

const

ruct

ion

pro

ject

1.4

Nec

essi

ty,

pri

nci

ple

s and ty

pes

and st

ruct

ure

s o

f

org

aniz

atio

n

12

7

CO

1

2

Con

stru

ctio

n P

roje

ct P

lan

nin

g

2.1

D

escr

ibe

nec

essi

ty o

f pla

nnin

g i

n a

ny p

roje

ct,

typ

es o

f p

lan

nin

g.

2.2

D

efin

e pro

ject

. Id

enti

fy l

ife

cyc

le o

f sm

all

pro

ject

.

2.3

E

nli

st r

esourc

es r

equir

ed f

or

pro

ject

.

2.4

Id

enti

fy s

tak

ehold

ers,

ris

ks

and c

onst

rain

ts i

n p

roje

ct.

2.5

Id

enti

fy p

has

es,

sub p

has

es,

task

s an

d c

reat

e w

ork

bre

ak d

ow

n

stru

cture

for

smal

l p

roje

ct.

2.6

D

escr

ibe

pro

ced

ure

to e

stim

ate

work

co

nte

nt

an

d d

ura

tio

n o

f an

act

ivit

y.

2.1

Nec

essi

ty

of

pla

nnin

g,

typ

es

of

pla

nnin

g

an

d

pla

nnin

g a

ppro

ach

es

2.2

Def

init

ion o

f p

roje

ct,

pro

ject

lif

e cycl

e. P

has

es i

n

the

pro

ject

. W

ork

bre

ak d

ow

n s

tru

cture

,

2.3

Res

ourc

es o

f co

nst

ruct

ion p

roje

ct,

Sco

pe

of

work

,

stak

ehold

ers,

co

nst

rain

ts,

risk

s in

pro

ject

s.

2.4

Est

imat

ing w

ork

co

nte

nt,

es

tim

atin

g re

sourc

es o

f

pro

ject

work

, es

tim

atin

g d

ura

tion o

f act

ivit

y.

12

7

CO

2

3

Sch

edu

lin

g T

ech

niq

ues

3

.1

Cre

ate

bar

char

t fo

r giv

en s

mal

l p

roje

ct..

3.2

Id

enti

fy m

iles

tones

.

3.3

P

rep

are

CP

M n

etw

ork

, p

rece

den

ce

net

work

.

3.4

C

om

pute

act

ivit

y ti

mes

, cr

itic

al p

ath a

nd f

loat

.

3.5

U

pdat

e th

e n

etw

ork

bas

ed o

n a

ctu

al p

rogre

ss.

3.6

P

rep

are

pro

ject

cal

endar

.

3.7

D

escr

ibe

adv

anta

ges

an

d l

imit

atio

ns

of

sch

eduli

ng s

oft

ware

.

3.1

Bar

char

t.,

Mil

esto

ne

char

t

3.2

Act

ivit

y o

n A

rrow

(C

PM

),

3.3

Act

ivit

y o

n N

od

e n

etw

ork

(

Pre

ced

ence

Net

work

)

and

PE

RT

3.4

Com

puti

ng

Act

ivit

y ti

mes

, E

ven

t ti

mes

, F

loat

s,

Cri

tica

l ac

tivit

ies-

even

ts,

Cri

tica

l P

ath.

Pro

ject

dura

tio

n.

3.5

Up

dat

ing a

nd t

rack

ing o

f n

etw

ork

.

3.6

Pro

ject

ca

len

dar

and

intr

od

uct

ion

to so

ftw

are

in

pla

nnin

g.

16

10

C

O3

CO

UR

SE

NA

ME

C

on

stru

ctio

n M

an

ag

emen

t C

OU

RSE

CO

DE

R

18

CE

41

07

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

23

2

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4

Ma

nagem

ent

of

Men

, M

ate

rial

an

d E

qu

ipm

ents

4.1

D

escr

ibe

manp

ow

er p

lan

nin

g p

roce

ss f

or

skil

led a

nd u

nsk

ille

d

lab

our

forc

e.

4.2

E

nli

st

fact

ors

in

flu

enci

ng

supp

ly

and

dem

and

of

hum

an

reso

urc

es.

4.3

E

xp

lain

obje

ctiv

es a

nd p

rin

cip

les

of

man

pow

er p

lan

nin

g.

4.4

C

reat

e re

sourc

e his

togra

m f

or

dat

a giv

en s

mal

l p

roje

ct.

4.5

D

escr

ibe

fun

ctio

ns

of

mat

eria

l m

anag

er a

nd s

tore

kee

per

.

4.6

C

arry

out

AB

C a

nal

ysi

s fo

r sm

all

store

s in

ven

tory

.

4.7

W

ork

out

econ

om

ic o

rder

quanti

ty f

or

purc

has

e o

f m

ater

ial.

4.8

C

om

pare

ow

nin

g o

r hir

ing o

f eq

uip

men

t u

nd

er g

iven

sit

uat

ion.

4.1

Manp

ow

er

Pla

nnin

g

pro

cess

. F

acto

rs,

ob

ject

ives

and p

rin

ciple

s

4.2

Cre

atin

g r

eso

urc

e his

togra

m f

or

smal

l p

roje

ct.

4.3

Im

port

an

ce

and

ob

ject

ives

an

d

fun

ctio

ns

of

mat

eria

ls m

anag

emen

t

4.4

Sto

re M

anag

emen

t.

4.5

AB

C

anal

ysis

. E

con

om

ic

Ord

ered

Q

uan

tity

(EO

Q).

4.6

Ow

ning a

nd O

per

atin

g c

ost

of

equip

men

t.

16

10

C

O4

5

Eco

nom

ic A

spec

ts o

f p

roje

ct a

nd

Pro

ject

Docu

men

tati

on

5

.1

Exp

lain

dir

ect

and i

ndir

ect

cost

s of

pro

ject

.

5.2

F

ind o

ut

bre

ak e

ven

sal

e fo

r giv

en p

roduct

.

5.3

C

hoose

pro

fita

ble

inv

estm

ent

op

tio

n b

y p

ayb

ack p

erio

d m

etho

d

and R

OI

met

hod.

5.4

D

escr

ibe

imp

ort

an

ce o

f fi

nan

cial

sta

tem

ents

and f

inan

cial

rat

ios.

5.5

E

xp

lain

ele

men

ts o

f re

port

s in

all

sta

ges

of

pro

ject

.

5.1

Ele

men

ts o

f p

roje

ct c

ost

s. D

irec

t,in

dir

ectc

ost

s.

econom

ic s

tudie

s li

ke

Bre

ak e

ven

met

hods

of

anal

ysis

.

5.2

Inves

tmen

t ap

pra

isal

by

Payb

ack

per

iod.R

eturn

on in

ves

tmen

t

5.3

Im

port

ance

o

f fi

nan

cial

st

atem

ents

an

d

rati

os

in

pro

ject

man

agem

ent.

5.4

Ele

men

ts

of

Pro

ject

fe

asib

ilit

y re

port

, P

roje

ct

pro

posa

l, p

roje

ct s

tatu

s re

port

, P

roje

ct c

losu

re r

eport

.

12

7

CO

5

6

Su

per

vis

ion

an

d Q

uali

ty c

on

trol,

Safe

ty a

nd

Sit

e L

ay

ou

t

6.1

Enli

st f

act

ors

aff

ecti

ng q

ual

ity.

6.2

Em

phas

ize

role

of

spec

ific

atio

ns

in a

ll s

tag

es o

f pro

ject

.

6.3

Exp

lain

role

of

sup

ervis

or

in e

ver

y st

ag

e of

pro

ject

.

6.4

Nar

rate

cau

ses

an

d e

ffec

ts o

f ac

cid

ents

. 6

.5 S

ug

ges

t sa

fety

mea

sure

s to

be

tak

en o

n c

onst

ruct

ion s

ite.

6.6

Des

crib

e occ

up

atio

nal

hea

lth h

azar

d.

6.7

Enli

st p

erso

nal

pro

tect

ive

equip

men

ts.

6.8

Pre

pare

const

ruct

ion s

ite

layou

t at

dif

fere

nt

stag

es.

6.1

Fac

tors

aff

ecti

ng q

ual

ity a

nd

role

of

spec

ific

atio

ns

in q

ual

ity

contr

ol.

6.2

Role

o

f su

per

vis

or

in

mai

nta

inin

g

qu

alit

y o

f

const

ruct

ion p

roje

ct

6.3

Const

ruct

ion s

afet

y m

anagem

ent

6

.4 P

rin

cip

les,

fact

ors

aff

ecti

ng s

ite

layo

ut.

.Pre

par

atio

n

of

site

layo

ut

for

Civ

il E

ngg.

Sit

es.

12

7

CO

6



Page 233



Sr.

No


Unit

No.

Hours

Allotted

Mapped

CO

1 Create work break down structure for small construction project. 1 2 CO2

2 Create bar chart with mile stones for small construction project. 2 2 CO 3

3 Prepare project calendar with given data. 3 2 CO 3

4 Updating and tracking of given schedule for cost and time. 3 2 CO 3

5 Develop CPM network for given logic. Find project duration &

critical path. 3 2 CO 3

6 Create resource histogram for given set of data. 4 2 CO 4

7 Carry out ABC analysis for given inventory data. 4 2 CO 4

8 Prepare site layout for given construction project. 5 2 CO 6

-- Total - 16 -

S. No. Assignments Topic

No.

Hours

Allotted

Mapped

CO

1 Draw life cycle of given construction project. Describe

role of diploma civil engineer / site supervisor in each

phase.

2 2 CO 2

2 Write job description of civil engineer in 5 different

organizations. 4 2 CO 4

3 Prepare list of project documents created at different phases of project and their elements.

4 2 CO 5

4 Solve at least five examples on economic aspects of construction project management

6 2 CO 5

-- Total - 8 -

Sr.


Unit

No.

Hours

Allotted

Mapped

CO

1. Search internet to find government and private

organizational structures. 1 2 CO 1

2. Prepare a power point presentation on given topic in

construction management.

1 to

6 2 All

3. Read specification for any three items of construction

and prepare checklist for execution f those items 6 2 CO 6

-- Total -- 6 --

Sr.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total - 32 -



Page 234


ACTIVITIES

Rubrics for Practical

Category 4 3 2 1

Take Initiative in Developing

Solution for Given

Problem.

Creative Thinking. Take

Part In Discussion And Develop The Solution To

The Problem With

Teacher And Fellow

Students

With Small Hint

Interested In Developing The

Solutions On Their

Own.

Forced

Participation In Discussion

And

Development

Of Solution.

Very Little Participation In

Development

Of Solution.

Data

Documentation,

Data Analysis &

Results

Interpretation

Correct Calculations And

Minor Error In Result.

Small Errors In

Calculations

Major Errors

In Calculations

And

Error In Result

Incomplete &

Wrong

Calculations

And Error In

Result.

Presentation of Solution

Neat And Clean

Presentation Of Solution

In Form Of Graphs, Diagrams Drawn To

Proper Scale

To Large Extent Nneat

And Clean Presentation

Of Solution In Form Of Graphs, Diagrams

Drawn To Proper Scale

Improper

Scale, Not So Clean, Neat

Presentation.

Clumsy

Graphs, Sketches And

Diagrams

Team Spirit Contributes A Fair Share

To Work

Sometimes Depends

On Others To

Complete The Work

Many Times

Depends On

Others To

Complete The

Work

Always

Depends On

Others To

Complete The

Work

Timely Completion


Overall



Category 4 3 2 1

Leadership

qualities

Assume the role

willingly & demonstrate ability

fully

Assume the role

willingly but demonstrate ability

partly

Assume the role

unwillingly though demonstrate ability

fully

Assume the role

unwillingly & demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning

but proper

execution

Improper planning

& execution

Quality of

report, graphics

and

presentation.

Clear description

with all supporting

details, relevant &

neat graphics and

well structure

presentation.

Clear description

with some

supporting details,

relevant but messy

graphics. and structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Timely


Overall




Page 235

Rubricks for Orals

Category 4 3 2 1

Knowledge of

Course content


main points and


the question raised by examiner with focus

on the substance.


main points and


the question raised by examiner with focus

on the substance.

States most of the

main points but

miss out details in

answer to the

question raised by examiner with

focus on the

substance.

States few main

points and details

in answer to the

question raised by

examiner with

focus on the

substance

Delivery

Effectively and


information while


considering the

audience

Adequately delivers



and considering the

audience.

Delivers the

information but

does not stay on

topic. Little

consideration on

audience.

Little or no

attempt is made to

deliver the

information and

stay on topic.

Body Language

and eye contact


and eye contact.

Most of the times



Occasionally


little eye contact

Plump posture and

very little eye

contact

Overall



Unit

No. Unit Title

Mapped

CO % OR

Emphasis




I Management and Organization CO1 4 4 4 12

II Construction Project Planning CO2 4 4 4 12

III Scheduling Techniques CO3 4 4 8 16

IV Management of Men, Material and

Equipments CO4 4 4 8 16

V Economic Aspects of project and

Project Documentation CO5 4 4 4 12

VI Supervision and Quality control,

Safety and Site Layout CO6 4 4 4 12

Total 24 24 32 80


EXAMINATIONS

Sr.

No. Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Enlist fourteen principles by Henry Fayol

2 1 CO1 U Explain management function ‘Directing’

3 1 CO1 A Describe role of supervisor of construction site of

residential building in ‘Closing’ Phase.



Page 236


Sr.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Give any two examples each of forward and

backward planning

2 1 CO1 U Differentiate between two planning techniques

PERT and CPM

3 1 CO1 A Draw work break down structure for construction of

a cycle shed in CWIT


• BOOKS


1 Civil Engineering Project Management Chitkara Tata McGraw – Hill,

New Delhi

2 Construction Management & Planning B. Sengupta H. Guha Tata McGraw – Hill,

New Delhi.

3 Project Planning and Control with PERT

and CPM Dr. B.C. Punmia

Laxmi Publication ,

New Delhi.

4 Construction Engineering and

Management S. Seetharaman

Umesh Publications,

New Delhi.

5 PMBOK – Project Management Body

of Knowlege

Project Management

Institute

Project Management

Institute

• SOFTWARE/TOOLS/MODELS



2 Microsoft Project Management Software Microsoft Commercial

3 Open project www.openproject.org Freeware

• WEBSITES

Sr. No. Address

1 https://sites.google.com/site/r18ce4107/

2 https://www.pmi.org

3 nptel.ac.in/courses/105104161





COURSE NAME Project Work COURSE CODE R18CE4108


Page 237



Course Name Project Work Course code R18CE4108



Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

- 4

100 - - - 100 - 50 150




Oral -OR

1. RATIONALE

It is necessary that a student should be able to apply acquired knowledge of various civil engineering

subjects for solving civil engineering problems. Project work course offers opportunity to apply

creative thinking, skills and knowledge of subjects to face challenges. Aim of the course is to built-up

an expertise in one core area of civil engineering field, self confidence and self learning skills in

students.


Develop technical and overall generic competencies.



1. Define a problem, identify and collect relevant data.

2. Analyze and classify observed data.

3. Develop models for solution.

4. Identify and Evaluate solutions for given problem.

5. Document the process in appropriate format.

6. Present the findings of studies using appropriate media.

CO

UR

SE

NA

ME

P

roje

ct W

ork

C

OU

RSE

CO

DE

R

18

CE

410

8

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

238

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Proje

ct

Wo

rk

Co

urs

e C

od

e:

R1

8C

E4

10

8

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g p

racti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

execu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

1

3

CO

2

3

CO

3

3

1

CO

4

2

3

1

1

2

1

1

CO

5

1

1

1

1

1

CO

6

1

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion.

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

P

roje

ct W

ork

C

OU

RSE

CO

DE

R

18

CE

41

08

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

239

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

A b

atch

of

not

less

than 3

stu

den

ts a

nd n

ot

more

than 6

stu

den

ts a

re s

up

pose

d t

o w

ork

on a

pro

ject

. P

roje

ct w

ork

sh

ould

hav

e pra

ctic

al i

mp

ort

ance

and

sho

uld

inco

rpora

te p

lan

nin

g,

des

ign,

exp

erim

enta

tio

n,

com

pil

atio

n o

f su

bm

issi

on d

raw

ings

and r

epo

rts.

E

ver

y i

ndiv

idual

sh

ould

have

his

ow

n c

op

y an

d o

ne

cop

y of

ever

y p

roje

ct s

ho

uld

be

hand

ed t

o t

he

dep

art

men

t in

so

ft a

s w

ell

as h

ard

form

at.

Th

e P

roje

ct m

ay c

onta

in o

ne

or

more

of

the

foll

ow

ing i

tem

s p

erta

inin

g t

o C

ivil

Engin

eeri

ng F

ield

s.

1.

Lit

erat

ure

an

d a

llie

d s

urv

eys

.

2.

Exp

erim

enta

l v

erif

icat

ions.

3.

Des

ign &

fab

rica

tio

n o

f M

od

els

rela

ted t

o C

ivil

engin

eeri

ng

4.

Des

ign P

rob

lem

s.

5.

Ind

ust

rial

ass

ign

men

ts.

6.

Com

pute

rized

solu

tio

ns

of

Civ

il E

ngin

eeri

ng P

roble

ms.

7.

Work

ing o

ut

feas

ibil

ity

of

a sm

all

pro

ject

for

exec

uti

on

, b

y act

ual

fie

ld s

urv

ey,

pla

nnin

g,

des

ignin

g,

final

dra

win

gs

etc.

com

ple

te (

Rea

dy

for

tech

nic

al

san

ctio

n.)

T

op

ics

cou

ld b

e on

e ou

t of

the

foll

ow

ing

or

on

sim

ilar

lin

es:

1.

New

ad

ven

ts i

n c

onst

ruct

ion t

echn

olo

gy

2.

Man

agem

ent

of

a C

ivil

Engin

eeri

ng p

roje

ct

3.

Wat

er s

up

ply

or

sanit

ary

syst

em f

or

a to

wnsh

ip.

4.

An

y m

ajor

irri

gat

ion s

truct

ure

anal

ysis

an

d d

esig

n.

5.

Anal

ysis

of

any

one

crit

ical

pro

ble

m i

n t

ransp

ort

atio

n e

ngin

eeri

ng a

nd s

ugg

esti

ng r

emed

ial

solu

tio

n.

6.

Gre

en B

uil

din

gs/

sust

ainab

le t

ech

nolo

gy

7.

Ret

rofi

ttin

g o

f st

ruct

ure

s.

8.

Rec

tifi

cati

on,

dis

mantl

ing r

eno

vat

ing s

truct

ure

s, p

rese

rvat

ion o

f st

ruct

ure

s of

imp

ort

an

ce.

9.

Tec

hnic

al a

pp

rais

al o

f pro

ject

as

condu

cted

by

financi

al i

nst

ituti

on b

y w

ork

ing o

ut

i) C

ash f

low

req

uir

emen

t, i

i) M

ater

ial

req

uir

emen

t, i

ii)

Man

pow

er i

v)

Fin

anci

al

feas

ibil

ity.

10

. S

tud

y &

/ o

r dev

elop

men

t of

an a

ppro

pri

ate

te

chn

olo

gy f

or

i)

Low

cost

housi

ng,

ii)

Rura

l sa

nit

atio

n,

iii)

Rura

l w

ater

tre

atm

ent

11

. M

akin

g o

ut

a co

mple

te t

end

er a

nd r

ate

anal

ysi

s fo

r an a

ctual

pro

ject

in r

eply

to a

ten

der

noti

ce.

12

. E

nvir

on

men

tal

frie

ndly

alt

ernat

ive

buil

din

g m

ater

ials

for

dif

fere

nt

item

s o

f co

nst

ruct

ion i

nd

ust

ry.

13

. A

dvan

ce

exp

erim

enta

l w

ork

dis

cov

erin

g

new

re

lati

onsh

ip

bet

wee

n

ran

ges

o

f var

iab

les.

T

his

m

ay re

quir

e d

evel

op

men

ts in

th

e fi

eld

of

const

ruct

ion.

14

. In

ter

dis

cipli

nar

y p

roje

cts

to a

cco

mm

od

ate

late

st d

evel

op

men

t in

th

e fi

eld o

f co

nst

ruct

ion l

ike

ho

me

auto

mat

ion,

hyd

ro p

neu

mat

ic s

yst

ems,

fir

e

fig

hti

ng s

yst

ems,

air

condit

ionin

g.

15

. Opti

miz

ing c

on

cret

e q

ual

ity b

y m

odif

yin

g c

onte

nt

or

pro

ced

ure

s th

roug

h r

igoro

us

test

ing a

nd a

nal

ysi

s.

CO

UR

SE

NA

ME

P

roje

ct W

ork

C

OU

RSE

CO

DE

R

18

CE

41

08

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

240

Sta

ges

in

Pro

ject

Pre

pa

rati

on

:

1.

Bri

efin

g s

essi

on –

to d

efin

e p

roje

ct t

hem

e .A

ims

of

pro

ject

s to

be

clar

ifie

d t

o t

he

stud

ents

.

2.

Sel

ecti

on o

f p

roje

ct w

ork

.

3.

Lit

erat

ure

surv

ey

4.

Pla

nnin

g o

f w

ork

.

5.

Fab

rica

tio

n w

ork

s if

nec

essa

ry.

6.

Exp

erim

enta

l w

ork

– m

ainta

inin

g l

og b

ook.

7.

Anal

ysi

s of

exp

erim

enta

l w

ork

dat

a –

id

enti

fyin

g p

roble

ms.

8.

Pre

senta

tio

n o

f P

roje

ct w

ork

.

9.

Sem

inar.

10

. P

arti

cip

atin

g i

n p

roje

ct e

xhib

itio

n /

con

fere

nce

s/pap

er p

rese

nta

tio

n –

lik

e ' D

IPE

X' (

Opti

onal

)

11

. P

rese

nta

tio

n i

n e

xam

inat

ion.

COURSE NAME Project Work COURSE CODE R18CE4108


Page 241




No.

Hours

Allotted

Mapped

CO

-- Practical –assignments-student activities submission -- 64 ALL

-- Total -- 64 --


ACTIVITIES

Rubrics for Project Report and Term Work

Category 4 3 2 1

Structure Very Well


Structured But


Quantity of

Informations

All Subtopics

Covered In Detail

All Subtopics Are

Mostly Covered

Some Of The

Subtopics Are Not

Covered In Detail

Some Of The

Subtopics Are

Not Covered

Quality of

Informations

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevent

Information

Sources Clear

Documentation

Clear

Documentation

With Some Missing

Links

Part Documentation

With Missing Links

Documentation

With Number Of

Missing Links

Grammer And

Spelling And

Language

Least Errors Almost No Errors Few Errors Many Errors

Graphics

Neat ,Accurate

And Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading And

Redundant

Least Accurate

And Not Neat

Paragraph

Construction

Through Logical

Construction

Mostly Logical

Construction Unstructured

No Clear

Definations

Internet Use Optimal

Utilization Fair Utilization Occasional No References

Regularity Maximum Moderate Satisfactory Least

Working With Others Coperative And

Leadership Skills Coperative Lacks Leadership

Least

Participation

Timely Completion

of Sub Activities Maximum Moderate Satisfactory Least

Overal Understanding Maximum Moderate Satisfactory Least




COURSE NAME Design of RCC Structures COURSE CODE R18AM4109


Page 242



Course Name Design of RCC Structures Course code R18AM4109



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

4 2

80 20 20 05 -- 25 - 25 150




Oral -OR

1. RATIONALE

This is applied subject who will enable students to understand design principles and procedures for

structural components like slab, beams, columns & footings. Reinforced Cement Concrete is used for

almost all types of structures, e.g. residential buildings, public buildings, bridges etc. It is essential for

Civil engineer to study the properties & behaviour of RCC. The diploma students should be aware of

the basic concepts of RCC design & should be able to prepare, read & interpret structural drawings.

The students should be familiar with the relevant IS codes & be aware of the standard requirements,

while executing the construction work. Students should also be capable of designing structural

components or simple structures.


Apply principles of engineering mechanics, strength of materials and theory of structures for analysis

and design of RCC structures.



1. Use relevant IS codes for analyzing, designing and detailing of RCC structural elements.

2. Reproduce the basic knowledge in the areas of limit state method and the concept of RCC members.

3. Practice the culture of professional and ethical responsibilities by following IS:456 code provisions

in the analysis, design of RC structures.

4. Identify the causes of failure in structural elements and suggest remedial measures for the benefit of

community at large.

5. Demonstrate the procedural knowledge to design a system, component or process as per needs and

specifications of RCC structures

6. Apply the knowledge of design of RCC structural elements using existing software and

communicate the procedure adopted.

CO

UR

SE

NA

ME

D

esig

n o

f R

CC

Str

uct

ure

s C

OU

RS

E C

OD

E

R1

8A

M4

10

9

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

243

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Desi

gn

of

RC

C S

tru

ctu

res

Co

urse

Cod

e:

R1

8A

M4

10

9

PO

1

Basi

c a

nd

Dis

cip

lin

e

specif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-

lon

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n

an

d m

ain

ten

an

ce

CO

1

2

3

2

CO

2

3

3

CO

3

3

3

2

3

1

CO

4

2

3

CO

5

3

2

2

1

CO

6

3

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

D

esig

n o

f R

CC

Str

uct

ure

s C

OU

RS

E C

OD

E

R18

AM

41

09

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

244

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Un

it I

: L

imit

Sta

te M

eth

od

1

a. E

xp

lain

Lim

it S

tate

Met

ho

d a

nd i

ts t

ypes

.

1b.

Expla

in d

esig

n c

om

pre

ssiv

e and t

ensi

le s

tren

gth

of

concr

ete

and s

teel

fo

r L

imit

sta

te m

etho

d

1c.

An

alysi

s &

Des

ign o

f S

ingly

Rei

nfo

rced

R

ecta

ngula

r b

eam

Sec

tio

n i

n F

lex

ure

.

1.1

Nec

essi

ty o

f st

eel

in c

on

cret

e, l

oca

tion o

f te

nsi

on s

teel

in b

eam

s,

slab

s an

d f

ooti

ng.

1.2

Def

init

ion o

f L

imit

Sta

te,

Typ

es o

f L

imit

Sta

tes,

(L

imit

Sta

te o

f

Coll

apse

– F

lex

ure

, S

hea

r, C

om

pre

ssio

n,

Tors

ion,

Lim

it S

tate

of

Ser

vic

eabil

ity-

Def

lect

ion,

crack

ing.)

, A

ssum

pti

ons.

1

.3 C

har

act

eris

tic

stre

ngth

of

concr

ete

and s

teel

, par

tial

saf

ety f

act

or

for

concr

ete

an

d s

teel

str

ength

.

1.4

C

har

act

eris

tic

load,

par

tial

sa

fety

fa

ctor

for

load

, d

esig

n

or

fact

ore

d l

oad

.

1.5

IS

45

6-2

000 s

pec

ific

atio

ns

regar

din

g s

pac

ing o

f re

info

rcem

ent,

cover

, m

inim

um

&

m

axim

um

re

info

rcem

ent

in R

C m

em

ber

s

and e

ffec

tive

span

of

bea

m o

r sl

ab.

1.6

Str

ess

and s

trai

n d

iag

ram

of

singly

rei

nfo

rced

rec

tan

gula

r b

eam

sect

ion.

1.7

Eq

uat

ions

(No d

eriv

atio

n)

for

bal

an

ced

sec

tions

for

maxim

um

dep

th o

f N

.A.

(Xu

max

), A

ctual

dep

th o

f N

.A.

Xu

lim

,M

om

ent

of

resi

stan

ce (

Mu

lim),

Act

ual

mo

men

t of

resi

stance

(M

u),

1.8

C

on

cep

t of

bal

ance

d

sect

ion,

un

der

re

info

rced

se

ctio

n,

over

rein

forc

ed s

ecti

on.

1.9

S

imp

le n

um

eric

al

pro

ble

ms

on d

eter

min

ing

des

ign

const

ants

,

mo

men

t o

f re

sist

ance

, ty

pe

of

sect

ion-

un

der

an

d

over

rein

forc

ed,

ult

imat

e lo

ad c

arry

ing c

apaci

ty o

f b

eam

.

16

8

CO

1

2

Un

it-I

I L

imit

Sta

te o

f C

oll

ap

se:

Fle

xu

re

2a.

Nec

essi

ty o

f do

ubly

rei

nfo

rced

sec

tio

ns

2b.

Anal

ysis

& D

esig

n o

f D

oubly

Rei

nfo

rced

Rec

tan

gula

r S

ecti

on.

2c.

An

alysi

s o

f fl

an

ged

bea

m f

or

Fle

xure

.

2.1

Mea

nin

g a

nd C

on

dit

ion f

or

Do

ub

ly R

einfo

rced

bea

m S

ecti

on,

Str

ess-

S

trai

n

dia

gra

ms

for

doub

ly

rein

forc

ed

bea

m

Sec

tion,

anal

ysis

& d

esig

n o

f d

oub

ly r

einfo

rced

bea

m S

ecti

on.

2.2

Condit

ions

for

form

atio

n o

f fl

an

ged

(T

an

d L

) bea

ms,

Wid

th o

f

Fla

ng

e as

per

IS

456

-200

0,

Intr

odu

ctio

n t

o c

ases

of

neu

tral

axis

in i

) fl

an

ge

an

d i

i) w

eb,

Num

eric

al o

n M

om

ent

of

Res

ista

nce

for

12

8

CO

2

CO

UR

SE

NA

ME

D

esig

n o

f R

CC

Str

uct

ure

s C

OU

RS

E C

OD

E

R18

AM

41

09

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

245

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

neu

tral

axis

in t

he

flan

ge

only

.

3

Un

it-I

II

:Lim

it

Sta

te

Of

Coll

ap

se:

Sh

ear

An

d

Bon

d

3a.

Des

ign S

tirr

ups

for

R.C

Rec

tan

gula

r B

eam

3b.

Ap

ply

sh

ear

chec

ks

as p

er r

equir

emen

ts o

f IS

.

3c.

Ap

ply

ch

ecks

for

dev

elop

men

t le

ngth

.

3.1

Nec

essi

ty o

f sh

ear

rein

forc

em

ent,

Nom

inal

sh

ear

stre

ss,

des

ign

shea

r st

rength

of

concr

ete,

maxim

um

shea

r st

ress

in c

on

cret

e.

3.2

M

inim

um

sh

ear

rein

forc

emen

t, fo

rms

of

shea

r re

info

rcem

ent,

maxim

um

sp

aci

ng o

f st

irru

ps.

3.3

Des

ign o

f sh

ear

rein

forc

emen

t,

3.4

Conce

pt

of

bo

nd,

typ

es o

f bo

nd,

Ch

eck f

or

bo

nd s

tres

s an

d L

ap

Len

gth

as

per

Is

45

6-2

00

0 (

Cla

use

26

.2.5

.1)

3.5

Rei

nfo

rcem

ent

det

ails

for

shea

r an

d b

on

d i

n S

imp

ly S

up

port

ed,

Can

tile

ver

bea

ms

an

d s

labs.

12

6

CO

3

4

Un

it-I

V :

Des

ign

of

Sla

bs

4a.

Id

enti

fy t

yp

e o

f S

lab

form

dra

win

g.

4b.

Des

ign &

Dra

w d

etai

l dra

win

gs

of

Can

tile

ver

Sla

b,

On

e W

ay

Sim

ply

Sup

port

ed S

lab &

Tw

o

Way

Sim

ply

Sup

port

ed S

lab

.

4c.

Ap

ply

ch

ecks

for

shea

r &

def

lect

ions.

4.1

Def

init

ion a

nd c

lass

ific

atio

n o

f sl

abs

as o

ne-

way a

nd t

wo-w

ay

slab

s,

sup

port

co

ndit

ions,

m

ain

an

d

dis

trib

uti

on

stee

l,

Lim

it

stat

e of

serv

icea

bil

ity

for

slab

s: C

hec

k f

or

def

lect

ion.

4.2

Pro

cedure

an

d n

um

eric

al p

rob

lem

s o

n d

esig

n o

f o

ne

way

sim

ply

supp

ort

ed

slab

w

ith

corn

ers

free

to

li

ft,

chec

k

for

shea

r &

def

lect

ion.

4.3

Des

ign o

f tw

o-w

ay s

imp

ly s

up

po

rted

sla

b w

ith c

orn

ers

free

to

lift

, ch

eck f

or

shea

r &

def

lect

ion.

4.4

Des

ign o

f ca

nti

lev

er s

lab

/ch

ajja

wit

h u

nif

orm

thic

kn

ess,

chec

k

for

shea

r,

def

lect

ion

&

dev

elop

men

t le

ngth

, an

chori

ng

rein

forc

ing b

ars

in T

ensi

on a

nd i

n C

om

pre

ssio

n

16

1

0

CO

4

5

Un

it-V

: L

imit

Sta

te o

f C

oll

ap

se:

Com

pre

ssio

n

5a.

Cal

cula

te t

he

ult

imat

e lo

ad c

arr

yin

g c

apac

ity

of

the

colu

mn i

n t

he

giv

en d

ata.

5b.

Des

ign

the

axia

lly

load

ed

short

co

lum

n

fro

m

the

giv

en d

ata.

5c.

Ch

eck t

he

giv

en s

tru

ctura

l dra

win

g a

s p

er t

he

spec

ific

atio

ns

giv

en i

n t

he

IS c

od

e.

5.1

A

ssum

pti

on,

Min

imu

m

Ecc

entr

icit

y,

Sh

ort

C

olu

mn,

Lo

ng

Colu

mn,

Red

uct

ion F

act

or,

Eff

ecti

ve

Len

gth

of

Colu

mn.

5.2

R

einfo

rcem

ent

Req

uir

emen

ts

as

per

IS

p

rov

isio

ns,

dra

w

rein

forc

emen

t d

etai

ls.

5.3

D

esig

n of

axia

lly l

oad

ed sh

ort

sq

uare

, re

ctang

ula

r o

r ci

rcula

r

colu

mns

wit

h l

ater

al t

ies.

12

8

CO

5

6

Un

it-V

I: D

esig

n o

f F

ooti

ng

6

a. D

esig

n i

sola

ted s

quare

/rec

tan

gula

r fo

oti

ng

6b.

Dra

w r

ein

forc

emen

t d

etai

ls o

f fo

oti

ng

6.1

T

ypes

o

f F

ooti

ngs,

D

esig

n

of

axia

lly

loaded

is

ola

ted

squar

e

footi

ng w

ith u

nif

orm

dep

th f

or

squar

e /r

ecta

ng

ula

r co

lum

ns.

6.2

Dep

th o

f fo

oti

ng,

Chec

k f

or

one-

way

and t

wo-w

ay

shea

r.

12

6

CO

6



Page 246

7. ASSIGNMENTS-STUDENT ACTIVITIES

S. No. Term Work (Assignments) Topic

No.

Hours

Allotted

Mapped

CO

1 Analysis and design of singly reinforced beams 1 4 CO1

2 Analysis and design of doubly reinforced and flanged beams 2 4 CO2

3 Analysis and shear design of beams. 3 4 CO3

4 Design and drafting for one way slabs and two way slabs 4 4 CO4

5 Analysis and design of columns 5 4 CO5

6 Design of footings 6 4 CO6

-- Total -- 24 --

S. No. Student Activity Topic

No.

Hours

Allotted

Mapped

CO

1 Site Visit and preparation of report based on site visit 1 4 CO1


No.

Hours

Allotted

Mapped

CO

-- Assignments-student activities submission -- 4 --

-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure Very Well

Structured

Well

Constructed

Structured But


Understanding of Analytical

Concepts

Complete

Understanding

Substantial

Understanding

Some

Understanding

Limited

Understanding


Errors

75 % Free Of

Errors

50 % Free Of

Errors

Graphics

Neat ,Accurate

And Enhance

Understanding

Neat And

Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat

Timely Completion of Activity Maximum Moderate Satisfactory Least



Topic

No. Topic Title

Teaching

Hours




I Analysis and Design of Singly

reinforced beams 8 4 4 8 16

II Analysis and Design of

Doubly & flanged beams 8 - 4 8 12

III Analysis and Design of RCC

beams subjected to shear. 8 4 - 8 12

IV Design of one way and two 10 - - 16 16



Page 247

Topic

No. Topic Title

Teaching

Hours




way slabs.

V Analysis and Design of

columns 8 4 - 8 12

VI Design of footings 6 - 4 8 12

Total 48 12 12 56 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Enlist functions of reinforcement in R.C. sections

2 1 CO1 U Calculate design constants for M20- Fe 415

3 1 CO1 A Calculate moment of resistance if 4-12# are provided

in a beam of size 300 mm × 500 mm deep effective.


• BOOKS


1 Limit State Theory

and Design

Dr. S. R. Karve and

Dr. V. L. Shah

Structures Structures

ISBN-10: 819037172X

ISBN-13: 978-8190371728

2 R.C.C. Design Shah and Kale. Laxmi Publications

ISBN: 9789351380962, ISBN:9351380963

3 Limit State Design P. C. Varghese Eastern Economy Edition ISBN:

9788120320390, ISBN:8120320395

4 IS:456-2000 Plain and

Reinforced Concrete

Bureau of Indian

Standards BIS

• WEBSITES

S. No. ADDRESS


2 http://www.sefindia.org/

3 www.slideshare.net/asif108/

4 www.youtube.com/watch?v=2L1DTLV8bQk

5 www.civilengineersforum.com



1 Dr. C. N. Thombare 9421680550 [email protected]

COURSE NAME Design of Steel Structures COURSE CODE R18AM4110


Page 248



Course Name Design of Steel Structures Course code R18AM4110



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

4 2

80 20 20 05 -- -- 25 - 25 150




Oral -OR

1. RATIONALE

This is applied subject which will enable the students to understand, design principles of bolted

connections, welded connections, tension members, compression members, beams and column bases

for various industrial structures. Steel is extensively used as a construction material for Civil

engineering works such as high-rise buildings, industrial buildings, transmission towers, railway

bridges, chimney, bunkers, silos etc. The design of steel structures involves the planning of structure

for specific purpose, proportioning and selection of members to carry loads in most economic manner

and erection of structure at site. This can be achieved by proper functional planning and providing

adequate strength to withstand direct and induced forces, which may act on the structure during its

lifetime. The knowledge of material properties and behaviours of structural member, methods of

structural analysis, determining design loads and method of design by using latest IS codes, hand

books and design aids is essential.


Apply principles of engineering mechanics, strength of materials and theory of structures for

analysis and design of steel structures.



1. Use steel table and IS code to know properties of structural steel sections. Design bolted joints for

tensile and compressive forces.

2. Design welded joints for tensile and compressive forces.

3. Design of Tension members using single or double angle sections or built up section with welded

and bolted Connections as per IS 800-1984.

4. Design of Compression members using single or double angle sections or built up section with

welded and bolted Connections as per IS 800-1984.

5. Design simple beam section.

6. Design column bases.

CO

UR

SE

NA

ME

D

esig

n o

f S

teel

Str

uct

ure

s C

OU

RS

E C

OD

E

R1

8A

M4

11

0

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 2

49

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Desi

gn

of

Ste

el

Str

uctu

res

Co

urs

e C

od

e:

R1

8A

M4

11

0

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

Eng

ineeri

ng p

racti

ces

for

socie

ty,

sust

ain

ab

ilit

y

an

d e

nvir

on

me

nt

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ec

uti

on

,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

2

3

2

CO

2

3

3

CO

3

3

3

2

3

1

CO

4

2

3

CO

5

3

2

2

1

CO

6

3

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

D

esig

n o

f S

teel

Str

uct

ure

s C

OU

RS

E C

OD

E

R18

AM

41

10

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 2

50

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Intr

od

uct

ion

to

st

ruct

ura

l S

teel

a

nd

A

naly

sis

an

d

Des

ign

of

Bolt

ed c

on

nec

tion

s

1a.

S

tate

var

ious

gra

des

o

f st

eel

and

thei

r st

rength

par

amet

ers

1b.

Lis

t var

ious

pro

per

ties

o

f st

eel

sect

ions

use

d

for

stee

l st

ruct

ure

s.

1c.

U

se st

eel

table

an

d IS

co

de

for

findin

g dif

fere

nt

pro

per

ties

of

stee

l se

ctio

ns.

1d.

Sta

te t

ypes

of

stee

l jo

ints

and t

hei

r m

od

es o

f fa

ilure

.

1e.

Des

ign b

olt

ed s

teel

join

ts.

Gen

eral

Con

sid

era

tion

s:

1.1

S

teel

as

a

stru

ctu

ral

mat

eria

l, var

ious

gra

des

o

f st

ruct

ura

l

stee

l,

pro

per

ties

, vari

ous

roll

ed

stee

l se

ctio

ns

and

th

eir

pro

per

ties

. In

tro

duct

ion t

o I

S:8

08

, IS

:875

(par

t I-

III)

Bolt

ed C

on

nec

tion

s:

1.2

Typ

es ,

Des

ignat

ions,

pro

per

ties

, per

mis

sib

le s

tres

ses,

Fai

lure

of

the

bolt

ed j

oin

t, b

olt

val

ue,

eff

icie

ncy

of

the

join

t, s

tren

gth

of

a jo

int,

pit

ch,

des

ign o

f si

mp

le b

olt

ed c

on

nec

tio

ns

(axia

l

and m

om

ent

resi

stin

g).

16

10

C

O1

2

Wel

ded

con

nec

tion

s in

Ste

el S

tru

ctu

res:

- 2

a. D

esig

n w

elded

ste

el j

oin

ts

Wel

ded

Con

nec

tion

s:

2.1

Typ

es o

f w

elds,

sym

bols

, m

erit

s an

d d

emer

its

of

wel

din

g,

per

mis

sib

le s

tres

ses,

siz

e of

wel

d,

thro

at t

hic

kn

ess,

des

ign o

f

butt

wel

ds,

des

ign o

f fi

llet

wel

ds,

2.2

Des

ign o

f si

mp

le w

eld

ed c

on

nec

tio

ns

(axia

l an

d m

om

ent

resi

stin

g).

12

8

CO

2

3

Des

ign

of

Ten

sion

Mem

ber

s 3

a. S

tate

dif

fere

nt

typ

es o

f te

nsi

on m

emb

ers.

3

b.

Lis

t ty

pes

of

stee

l se

ctio

ns

use

d f

or

tensi

on e

mb

ers.

3c.

An

alyze

and d

esig

n t

ensi

on m

emb

er c

on

nec

ted b

y

bolt

ed a

nd w

eld

ed j

oin

ts.

Ten

sion

Mem

ber

s :

3.1

Typ

es o

f T

ensi

on m

emb

ers,

per

mis

sib

le s

tres

s, s

ing

le a

ngle

an

d d

oub

le a

ngle

use

d a

s a

tie,

net

cro

ss s

ecti

onal

are

a,

cap

aci

ty o

f a

tensi

on m

emb

er,

3.2

Des

ign o

f a

tensi

on m

emb

er f

or

the

giv

en c

apac

ity,

dif

fere

nt

I.S

. se

ctio

ns,

end c

onn

ecti

ons.

12

6

CO

3

4

Des

ign

of

Com

pre

ssio

n M

emb

ers

4a.

S

tate

dif

fere

nt

typ

es

of

stee

l se

ctio

ns

use

d

for

Co

mp

ress

ion m

emb

ers

4b.

Anal

yze

and

des

ign

com

pre

ssio

n

mem

ber

conn

ecte

d b

y b

olt

ed o

r w

eld

ed j

oin

ts

Com

pre

ssio

n M

emb

ers:

4

.1

End

condit

ions,

ef

fect

ive

len

gth

, sl

end

ernes

s ra

tio,

per

mis

sib

le

stre

ss,

single

an

gle

an

d

do

uble

an

gle

st

rut,

cap

aci

ty

of

a st

rut,

li

mit

s of

slen

der

nes

s ra

tio,

colu

mn,

cap

aci

ty

of

a co

lum

n,

dif

fere

nt

I.S

. se

ctio

ns

use

d

for

a

colu

mn,

4.2

Co

mp

ound s

ecti

ons

for

maxim

um

cap

aci

ty.

16

10

C

O4

CO

UR

SE

NA

ME

D

esig

n o

f S

teel

Str

uct

ure

s C

OU

RS

E C

OD

E

R18

AM

41

10

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 2

51

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4.3

Buil

t-up

colu

mns,

cal

cula

tion o

f back

to b

ack

or

face

to f

ace

dis

tan

ce,

Intr

odu

ctio

n

to

laci

ng

and

bat

tenin

g,

det

aile

d

des

ign o

f bat

ten

ed a

nd l

aced

colu

mns.

5

Des

ign

of

Bea

ms

5a.

L

ist

dif

fere

nt

sect

ions

use

d f

or

bea

ms.

5b.

Dra

w l

oadin

g,

shea

r fo

rce

and b

endin

g

mo

men

t dia

gra

m d

evel

op

ed i

n b

eam

due

to u

dl

5c.

An

alyze

and d

esig

n o

f si

mp

le b

eam

sec

tio

ns

s

ub

ject

ed t

o u

dl

mom

ent

dia

gra

m d

evel

op

ed i

n

b

eam

due

to u

dl

Bea

m

5.1

Typ

e o

f se

ctio

ns,

lat

eral

sta

bil

ity

of

bea

ms,

ben

din

g s

tres

ses,

5.2

D

esig

n o

f th

e si

mply

sup

po

rted

bea

m (

wit

h c

om

pre

ssio

n

flang

e fu

lly

rest

rain

ed)

for

ben

din

g m

om

ent,

chec

k f

or

shea

r

and d

efle

ctio

n,

per

mis

sib

le d

efle

ctio

n,

des

ign o

f b

eam

to

bea

m f

ram

ed c

on

nec

tio

ns

only

.

5.3

Des

ign o

f p

url

ins

(angle

sec

tio

n o

nly

). I

ntr

odu

ctio

n t

o P

late

Gir

der

12

8

CO

5

6

Des

ign

of

Colu

mn

Base

s 6

a. D

raw

co

mp

on

ents

par

ts o

f st

eel

fou

ndat

ions.

6b.

Dra

w t

he

sket

ch o

f sl

ab b

ase

and g

uss

eted

bas

e

fou

ndat

ions

6c.

An

alysi

s an

d d

esig

n s

lab

bas

e fo

un

dat

ion.

Colu

mn

Base

s 6

.1 T

ypes

of

stee

l fo

un

dat

ions-

Sla

b B

ase

fou

ndat

ion,

Guss

eted

bas

e fo

un

dat

ion

6.2

Des

ign o

f S

lab b

ase

found

atio

n f

or

axia

lly

load

ed c

olu

mn,

des

ign o

f pla

in c

on

cret

e fo

un

dat

ion b

lock

under

the

bas

e

pla

te

6.3

Intr

od

uct

ion t

o G

uss

eted

bas

e F

ou

ndat

ions:

Mea

nin

g a

nd

purp

ose

. N

o n

um

eric

al p

rob

lem

s o

n a

nal

ysis

and d

esig

n o

f

guss

eted

bas

e fo

un

dat

ion.

12

6

CO

6



Page 252


S. No. Term Work (Assignments) Topic

No.

Hours

Allotted

Mapped

CO

1 Analysis and design of bolted connections 1 4 CO1

2 Analysis and design of welded connections 2 4 CO2

3 Analysis and design of tension members. 3 4 CO3

4 Analysis and design of compression members 4 4 CO4

5 Analysis and design of beams 5 4 CO5

6 Design of column bases 6 4 CO6

-- Total -- 24 --

S. No. Student activity Topic No. Hours Allotted Mapped CO

1 Preparation of report based on site visit 1 4 CO1

S. No. Practical Topic No. Hours Allotted Mapped CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure Very Well

Structured

Well

Constructed

Structured But


Understanding of Analytical

Concepts

Complete

Understanding

Substantial

Understanding

Some

Understanding

Limited

Understanding


Errors

75 % Free Of

Errors

50 % Free Of

Errors

Graphics

Neat ,Accurate And

Enhance

Understanding

Neat And

Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat

Timely Completion of Activity Maximum Moderate Satisfactory Least



Topic

No. Topic Title

Teaching

Hours




I Analysis and design of bolted

connections 10 4 4 8 16

II Analysis and design of welded

connections 8 4 - 8 12

III Analysis and design of tension

members 6 - 4 8 12

IV Analysis and design of

compression members 10 - - 16 16

V Analysis and design of beams 8 4 - 8 12



Page 253

Topic

No. Topic Title

Teaching

Hours




VI Design of column bases 6 - 4 8 12

Total 48 12 12 56 80


EXAMINATIONS

S. No Topic Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R List any four standard types of steel sections used

with their applications.

2 1 CO1 U Explain three types of failure of bolted connections.

3 1 CO1 A Design a suitable bolted connection to connect plate

60 mm × 10 mm to 150 mm × 12 mm thick plate.


• BOOKS


1 Design of Steel Structures L. S. Negi

Tata McGraw-Hill

ISBN:0074623052, ISBN:9780074623053

2 Design of Steel Structures S. Ramamruthum.

Dhanpat Rai Publishing Co

ISBN-10: 8187433361

ISBN-13: 978-8187433361

3 Design of Steel Structures P. Dayarathnam

S. Chand and Company

ISBN-10: 8121923204

ISBN-13: 978-8121923200

4

IS:808-1989 Code of practice for

dimensions for hot rolled steel beam,

column, channel and angle sections

Bureau of Indian

Standards Bureau of Indian Standards

5

IS:800 – 1984, Code of practice for use

of structural steel in general building

construction.

Bureau of Indian

Standards Bureau of Indian Standards

• WEBSITES

S. No. Address


2 https://www.youtube.com/watch?v=6nguX-cEsvw

3 http://nptel.ac.in/courses/122104015/




COURSE NAME Seminar COURSE CODE R18CE4111


Page 254



Course Name Seminar Course code R18CE4111

Course Category Applied

Credits 2


Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

- 2

- - 20 5 -- - 25 - @25 50




Oral -OR

1. RATIONALE

Students will be exposed to all kind of literature available on internet as well as in the college libraries

and will thus gain an appreciation in their minds for the breadth and depth of current development

going on and the process of scientific/ technical investigation being undertaken around the world.

Students will consult the text books / Professors/ websites / online forums/ external experts of the

subject to find / get some idea about topics of their interest.

Students will learn to write paper and prepare presentation based on that paper using computer based

software. Students will present their own topic, listen to others topic, ask questions and get exposed to

the content beyond curriculum.


Study the small topic, write paper and present the same in front of teachers and fellow students.



1. Use critical thinking skills.

2. Acquire experience in the critical assessment of the available scientific / Technical

literature.

3. Practice the use of various resources to locate and extract information using offline and

online tools, journals.

4. Prepare and present scientific / Technical papers and seminars in an exhaustive manner.

CO

UR

SE

NA

ME

S

emin

ar

CO

UR

SE

CO

DE

R

18

CE

41

11

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

255

4.

CO

–P

O M

AT

RIX

Co

urs

e C

od

e:

Sem

ina

r

Co

urs

e C

od

e:

R1

8C

E4

11

4

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge.

PO

2

Pro

ble

m

an

aly

sis.

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

ns.

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

.

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y

an

d e

nvir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

su

perv

isio

n a

nd

ma

inte

na

nce

CO

1

1

2

1

1

2

2

2

CO

2

1

1

1

2

CO

3

1

1

2

CO

4

1

1

2

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

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RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S



Page 256

6. GUIDELINES TO ACHIEVE COURSE OUTCOMES

1 Preparation for Seminar

1a. Select small relevant topic from the broad coverage of topic given

1b. Brainstorming on the topic chosen. Generation of ideas

1c. Browsing information online / Offline (Literature survey)

1d. Collection of information.

1e. Discussion amongst group and individual discussion with teacher.

1f. Selecting information and case study.

1g. Validating the information from teacher

1h. Writing and submitting synopsis of paper on given topic.

2 Presentation of Seminar

2.a Discussion and preparation of template for paper and presentation

2.b Submitting draft copy of paper

2.c Suggestions and editing by teacher

2.d Finalizing and submitting paper

2.e Preparation of presentation based on paper.

2.f Rehearsal

2.g Seminar presentation



S. No. Term Work (Practical) Topic

No.

Hours

Allotted

Mapped

CO

1 Identify topics at broad level for group discussion and brain

storming 1 2 CO1

2 Forming of groups and brain storming on topic of interest 1 2 CO1

3 Generate ideas and select small topic. 1 2 CO1

4 Verify the ideas by literature survey and browsing online

information. 1 4 CO2

5

Search by literature survey and browsing online information

case study for similar ideas and checking for any reference

in past.

1 4 CO2

6 Segregating and arranging the gathered information. 2 2 CO3

7 Write synopsis of paper. 2 2 CO3

8 Prepare draft copy of paper 2 2 CO4

9 Creating presentation for seminar 2 4 CO4

-- Total -- 24 --

S.


Topic

No.

Hours

Allotted

Mapped

CO

1 Visiting library for books and journals 1 2 CO1

2 Rehearsal/Mock presentation 2 2 CO2

-- Total -- 4 --



Page 257

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO

-- Presentation of paper -- 4 --

-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Quantity &

Source Of

Information

All Subtopics

Covered In Detail

& Clear

Documentation Of

Sources Of Information

All Subtopics Are

Mostly Covered

And Clear

Documentation Of

Sources Of

Information With Some Missing

Links

Some Of The

Subtopics Are Not

Covered In Detail

And Part

Documentation Of

Sources Of Information With

Some Missing Links

Some Of The

Subtopics Are Not

Covered At All

And Part

Documentation Of

Sources Of

Information With

Too Many Missing

Links

Quality Of

Information,

Graphics And

Presentation.

Clear Description

With All

Supporting Details,

Relevant & Neat

Graphics And Well

Structure

Presentation.

Clear Description

With Some

Supporting Details,

Relevant But Messy

Graphics. And

Structured

Presentation.

Clear Description

With No Supporting

Details, Neat But

Irrelevant Graphics

And Structured

Presentation With

Missing Links.

Irrelevant

Description,

Irrelevant & Messy

Graphics And

Unstructured

Presentation.

Understanding Of

Concepts And

Mistakes

Complete

Understanding And

No Mistakes

Substantial

Understanding And

90 %

Free Of Mistakes

Some Understanding

And 75 % Free Of

Mistakes

Limited

Understanding And

50 % Free Of

Mistakes


Activity


Overall



Category 4 3 2 1

Leadership

Qualities

Assume The Role

Willingly &

Demonstrate Ability

Fully

Assume The Role

Willingly But

Demonstrate Ability

Partly

Assume The Role

Unwillingly Though

Demonstrate Ability

Fully

Assume The Role

Unwillingly &

Demonstrate

Ability Partly

Planning & Execution

Proper Planning & Execution

Proper Planning But Improper Execution

Improper Planning But Proper Execution

Improper Planning & Execution

Quality Of

Report, Graphics And

Presentation.

Clear Description

With All

Supporting Details,

Relevant & Neat

Graphics And Well

Structure

Presentation.

Clear Description With

Some Supporting

Details, Relevant But Messy Graphics. And

Structured

Presentation.

Clear Description

With No Supporting

Details, Neat But

Irrelevant Graphics

And Structured

Presentation With

Missing Links.

Irrelevant

Description,

Irrelevant & Messy Graphics

And Unstructured

Presentation.

Timely

Completion Maximum Moderate Satisfactory Least

Overall




Page 258

Rubricks for Orals

Category 4 3 2 1

Knowledge of

Course content


main points and details

in answer to the

question raised by

examiner with focus on

the substance.


main points and



examiner with focus

on the substance.

States most of the

main points but

miss out details in

answer to the

question raised by

examiner with

focus on the

substance.

States few main

points and details

in answer to the

question raised by

examiner with

focus on the

substance

Delivery

Effectively and


information while



Adequately delivers



and considering the audience.

Delivers the

information but

does not stay on

topic. Little

consideration on audience.

Little or no

attempt is made to

deliver the

information and stay on topic.

Body

Language and

eye contact


and eye contact.

Most of the times



Occasionally


little eye contact

Plump posture and

very little eye

contact

Overall


9. MODEL QUESTION BANK FOR ORAL EXAMINATIONS

S.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R State the websites you referred for references.

2 1 CO1 U Describe any information you thought was important

for further research but out of scope for this seminar

3 1 CO1 A Differentiate between online and offline sources of

information.


• BOOKS


1 Research Methodology :

Methods And Techniques C.R. Kothari and Gaurav Garg

University Bookstore

ISBN: 9788122436235

2 Research Methodology Gupta A K Vayu Education Of India

ISBN: 9788190804035

3 The Presentation Book Emma Ledden Pearson India

ISBN: 9781292002583

• SOFTWARES

• MS Word

• MS Power point



Page 259

• WEBSITES

S. No. Address

1 www.google.com








COURSE NAME Internship Training COURSE CODE R18CE4112


Page 260



Course Name Internship Training Course code R18CE4112

Course Category Applied Credits 6^


Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

Marks

- 6^

- - -- 60 15 - 75 - 75 150




Oral –OR

^ Every student has to undergo 6 weeks Internship Training at a site or plant or office related to Civil

Engineering in summer vacation after term end examination of even term of second year. Though 6 credits are

allocated for Internship Training, it is only for awarding marks. As far as ‘Teaching Load’ or ‘Time Table’

preparation is considered, concerned faculty would be assigned with one batch of students (equivalent to

practical batch size) for assessment and evaluation of Internship Training Report. For this purpose 1 hour (or two

hours on working Saturday) teaching load would be considered.

1. RATIONALE

Industrial training, where a student undertakes a period of training with an organization usually during

a semester break, plays an important role in preparing the student for a professional career. From the

hands-on training, the student learns about the skill sets required, demands of the industry and also

work ethics. At the same time it gives the student an opportunity to put into practice what he or she

has learned at the institute.

The industry exposure enhances the student’s work life through added enthusiasm and commitment;

provides a lifelong learning experience; is an opportunity to engage with the profession to which they

aspire in a realistic work environment; appreciate and understand the practical application of their

academic program; work with professional mentors and to begin to build networks within their

profession.


Work responsibly as a diploma engineer trainee in simulated work environment.



1. Prepare oneself for formal employment.

2. Gain valuable work experience and develop and refine skills acquired during education.

3. Explore career path and networking with professionals in the field and teachers.

CO

UR

SE

NA

ME

In

tern

ship

Tra

inin

g

CO

UR

SE

CO

DE

R

18

CE

41

12

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

261

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Inte

rnsh

ip T

rain

ing

Co

urse

Cod

e:

R1

8C

E4

11

2

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge:

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t

of

solu

tio

ns:

PO

4

En

gin

eerin

g T

ools

,

Ex

peri

men

tati

on

an

d

Test

ing

:

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t:

PO

6

Pro

ject

Ma

nag

em

en

t:

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

ervis

ion

an

d m

ain

ten

an

ce

CO

1

2

2

2

1

1

CO

2

2

2

3

2

2

3

2

2

CO

3

2

1

2

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S



Page 262

6. GUIDELINES TO ACHIEVE COURSE OUTCOMES

1. Before Attending Internship training (CO1)

1a. Preparation of resume

1b. Industry search

1c. Preparing application letter and correspondence with industry.

1d. Submitting application letter, resume and appearing for interview.

1e. Receiving internship selection/offer letter and reporting about it to department.

1f. Submission of undertaking and parent’s endorsement letter to department.

2. During Internship Program (CO2)

2a. Submitting joining letter to company and its copy to department.

2b. Maintaining daily report of tasks performed and lessons learnt in the company.

2c. Keeping self attendance endorsed by supervisor / mentor.

2d. Collecting mentor’ feedback and getting issued certificate of internship.

3. After Attending Internship training (CO3)

3.a Submitting report of tasks performed and lessons learnt on each of the day of internship

training to the department.

3.b Sharing of experience during internship through power point presentation with other

students with due regards to career path and networking with professionals.



S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Presentation on process undergone for identifying the

company/organization for internship. 1 2 CO1

2 Presenting resume, application letter, joining letter & other

such documents prepared for internship training. 1 2 CO1

-- Total -- 4 --

S.


Topic

No.

Hours

Allotted

Mapped

CO

1

Submission & assessment of report of tasks performed and

lessons learnt on each of the day of internship training to the

department.

2 5 CO2

2

Sharing with other students through power point presentation

the experiences during internship with due regards to career

path and networking with professionals.

3 5 CO3

-- Total -- 10 --


No.

Hours

Allotted

Mapped

CO

-- Assignments, Student Activities Submission -- 2 --

-- Total -- 16 --



Page 263


ACTIVITIES


Category 4 3 2 1

Quantity &

Source of

Information

Documentation

of Sources of

Information

(Online And

Offline)

Documentation of

Sources of Information

With Some Missing

Links

Incomplete

Documentation of

Sources Of Information

With Some Missing

Links

No Documentation

of Sources of

Information With

Too Many Missing

Links

Quality of Document

Created

Clear Description And

Well Structured

Document


Some Supporting Details, Relevant But

Messy Graphics. And

Structured

Presentation.


No Supporting Details, Neat But Irrelevant

Graphics And

Structured Presentation

With Missing Links.

Irrelevant

Description, Irrelevant & Messy

Graphics And

Unstructured

Presentation.

Understanding

of Concepts And

Mistakes

Complete

Understanding

And No

Mistakes

Substantial

Understanding And 90

%

Free of Mistakes

Some Understanding

And 75 % Free of

Mistakes

Limited

Understanding And

50 % Free of

Mistakes

Timely

Completion of

Activity


Overall



Category 4 3 2 1

Quality of

report, graphics

and presentation.

Clear description

with all supporting

details, relevant &

neat graphics and well structure

presentation.

Clear description



messy graphics. and structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and unstructured

presentation.

Timely


Overall


Rubricks for Orals

Category 4 3 2 1

Knowledge of

Work / Tasks

Carried Out At

Site

Accurately States

The Main Points

And Details In

Answer To The

Question Raised By

Examiner With

Focus On The

Substance.

Adequately States

The Main Points And

Details In Answer To

The Question Raised

By Examiner With

Focus On The

Substance.

States Most Of The

Main Points But Miss

Out Details In

Answer To The

Question Raised By

Examiner With Focus

On The Substance.

States Few Main

Points And

Details In

Answer To The

Question Raised

By Examiner

With Focus On

The Substance

Delivery

Effectively And

Creatively Delivers The Information

While Staying On

Topic And

Considering The

Audience

Adequately Delivers

The Information While Staying On

The Topic And

Considering The

Audience.

Delivers The Information But Does

Not Stay On Topic.

Little Consideration

On Audience.

Little Or No Attempt Is Made

To Deliver The

Information And

Stay On Topic.



Page 264

Category 4 3 2 1

Body Language

And Eye Contact

Good Straight

Posture And Eye

Contact.

Most Of The Times

Straight Posture And

Moderate Eye

Contact

Occasionally Straight

Posture And Little

Eye Contact

Plump Posture

And Very Little

Eye Contact

Overall



• BOOKS


1 Research Methodology :

Methods And Techniques C.R. Kothari and Gaurav Garg

University Bookstore

ISBN 9788122436235

2 Research Methodology Gupta A K Vayu Education Of India

ISBN: 9788190804035

3 The Presentation Book Emma Ledden Pearson India

ISBN: 9781292002583

• SOFTWARES

S. No. Name

1 MS Word

2 MS Power point

• WEBSITES

S. No. Address

1 www.google.com








COURSE NAME Advanced Construction Techniques COURSE CODE R18CE5101


Page 265



Course Name Advanced Construction Techniques Course code R18CE5101

Course Category Specialized I Credits 5


Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practic

al

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

mark

s

TU

Marks

Total

Practical

Marks

OR

marks

Total

mark

s

3 2

80 20 05 10 10 - 25 - 25 150




Oral -OR

1. RATIONALE

The subject stresses on various construction processes like earth, road, and underwater construction

.The subject will help students to supervise various construction processes and execute different

construction projects.


Use proper techniques for various types of civil works.



1. Understand different compaction process and soil stabilization.

2. Identify and select appropriate construction equipment or plant depending on project types

while executing the project.

3. Know special types of formworks.

4. Know the technical details for deep foundation construction, execute multi-storey construction

& safety measures.

5. Select appropriate material/ methods for different construction activities.

6. Acquaint with various specialized construction processes.

CO

UR

SE

NA

ME

A

dva

nce

d C

on

stru

ctio

n T

ech

niq

ues

C

OU

RSE

CO

DE

R

18

CE

510

1

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

266

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e-

Ad

va

nced

Co

nst

ru

cti

on

Tech

niq

ues

Co

urs

e C

od

e-R

18

CE

51

01

PO

1

Ba

sic

an

d

Dis

cip

lin

e S

pec

ific

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Des

ign

or

Dev

elo

pm

ent

of

So

luti

on

s

PO

4

En

gin

eerin

g T

oo

ls,

Exp

eri

men

tati

on

an

d

Tes

tin

g

PO

5

En

gin

eeri

ng P

ra

ctic

es f

or

So

ciety

, s

ust

ain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

na

ge

men

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ruct

ion

pla

nn

ing a

nd

det

ail

ing

PS

O 2

Co

nst

ru

ctio

n

exec

uti

on

, su

per

vis

ion

an

d m

ain

ten

an

ce

CO

1

1

2

3

1

CO

2

1

3

2

1

CO

3

1

3

2

CO

4

3

1

1

CO

5

3

CO

6

1

3

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PEC

TE

D

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

A

dva

nce

d C

on

stru

ctio

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ech

niq

ues

C

OU

RSE

CO

DE

R

18

CE

51

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

267

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

D

efin

e p

rinci

ple

of

com

pact

ion.

1.2

E

xp

lain

soil

sta

bil

izat

ion.

1.3

W

rite

G

eo-s

ynth

etic

te

chniq

ues

la

yin

g

in

reta

inin

g

wal

l, r

oad

work

s.

Soil

com

pact

ion

a

nd

sta

bil

iza

tion

tec

hn

iqu

es

1.1

P

rin

cip

le u

sed i

n c

om

pact

ion,

typ

es o

f eq

uip

men

ts u

sed f

or

soil

com

pact

ion,

met

ho

ds.

1

.2

Soil

sta

bil

izat

ion –

co

nce

pt,

met

hods.

1.3

G

eo-s

ynth

etic

s te

chniq

ues

layi

ng i

n r

etai

nin

g w

alls

, ro

ads

work

s

16

1

0

CO

1

2

2.1

Il

lust

rate

so

il

surv

ey

and

inv

esti

gat

ion

pri

or

to

const

ruct

ion i

n e

arth

.

2.2

S

tud

y o

f ea

rthw

ork

eq

uip

men

ts.

2.3

S

tate

use

of

truck

, tr

act

or

& d

um

per

.

2.4

E

nli

st f

act

ors

aff

ecti

ng s

elec

tio

n o

f eq

uip

men

t, w

ork

cycl

e, o

utp

ut,

est

imat

ion f

or

op

erat

ion.

Con

stru

ctio

n i

n E

art

h a

nd

Ea

rth

wo

rk E

qu

ipm

ent

2.1

In

trod

uct

ion t

o s

oil

surv

ey

and i

nv

esti

gat

ions

pri

or

to

const

ruct

ion i

n e

arth

, C

onst

ruct

ion o

f em

bank

men

t as

a

wat

er r

etai

nin

g s

truct

ure

.

2.2

P

ow

er s

ho

vel

s, B

ack H

oe,

Dra

g-l

ine,

JC

B e

xca

vat

or,

load

ers,

Do

zer

, S

crap

per

.

2.3

U

se o

f T

ruck

s, t

ract

or

and D

um

per

s.

2.4

F

acto

rs a

ffec

ting s

elec

tio

n o

f eq

uip

men

t, w

ork

cycl

e, o

utp

ut,

esti

mat

ion f

or

op

erat

ion.

12

7

CO

2

3

3.1

E

xp

lain

typ

es o

f fo

rmw

ork

sys

tem

.

3.2

E

val

uat

e es

tim

atio

n o

f co

nven

tio

nal

form

wo

rk.

3.3

D

efin

e sc

affo

ldin

g,

shori

ng a

nd u

nder

pin

nin

g.

Tem

pora

ry s

tru

ctu

res

3.1

C

on

ven

tio

nal

form

work

syst

em,

stee

d f

orm

wo

rk,

Alu

min

um

form

Work

, sp

ecia

lized

form

wo

rk s

yste

m.

3.2

E

stim

atio

n o

f co

nv

enti

on

al f

orm

work

.

Sca

ffold

ing,

shori

ng,

un

der

pin

nin

g.

12

7

CO

3

4

4.1

S

tud

y o

f p

ile

fou

ndat

ion.

4.2

E

xp

lain

cai

sso

n f

oun

dat

ion.

4.3

D

efin

e w

ell

found

atio

n.

4.4

D

escr

ibe

hig

h r

ise

stru

cture

and t

hei

r co

nst

ruct

ion.

4.5

Il

lust

rate

v

erti

cal

mat

eria

l m

ov

emen

t an

d

const

ruct

ion d

iffi

cult

ies.

4.6

S

tate

lab

our

an

d f

ire

safe

ty n

orm

s.

Dee

p F

ou

nd

ati

on

an

d H

igh

Ris

e S

tru

ctu

res

4.1

P

ile

Foun

dat

ions:

- C

onst

ruct

ion o

f b

ore

d c

ast

in s

itu

con

cret

e pil

es.

4.2

C

aiss

on f

oun

dat

ions

– U

ses.

Typ

es –

Const

ruct

ion p

roce

dure

of

Cai

ssons.

4.3

W

ell

fou

nd

atio

ns

– C

om

po

nen

t an

d f

un

ctio

ns.

C

onst

ruct

ion

Pro

ced

ure

of

wel

l si

nkin

g.

4.4

H

igh r

ise

stru

cture

s an

d t

hei

r co

nst

ruct

ion.

4.5

V

erti

cal

Mat

eria

l m

ov

emen

t an

d c

onst

ruct

ion d

iffi

cult

ies.

16

1

0

CO

4

CO

UR

SE

NA

ME

A

dva

nce

d C

on

stru

ctio

n T

ech

niq

ues

C

OU

RSE

CO

DE

R

18

CE

51

01

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

268

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4.6

L

abo

ur

safe

ty n

orm

s and f

ire

safe

ty n

orm

s.

5

5.1

L

ist

clad

din

g m

ater

ials

an

d s

pec

ific

atio

ns.

5.2

D

escr

ibe

fram

ing d

etai

ls a

nd m

etho

d o

f co

nst

ruct

ion.

Str

uct

ura

l cl

ad

din

g a

nd

all

ied

pro

cess

5

.1

Cla

ddin

g M

ater

ials

& S

pec

ific

atio

ns.

5.2

F

ram

ing D

etai

lin

g,

Met

ho

d o

f co

nst

ruct

ion.

12

1

0

CO

5

6

6.1

S

tate

dre

dgin

g t

echniq

ues

, use

of

bar

ges

, dew

ater

ing

syst

ems,

un

der

wat

er c

oncr

etin

g,

and d

iap

hra

gm

wal

l

tech

niq

ues

. 6.2

E

xp

lain

gir

der

laun

chin

g t

echniq

ues

for

bri

dg

es.

6.3

Il

lust

rate

tre

nch

less

tec

hniq

ues

, m

icro

tun

nel

ing,

use

of

tun

nel

bo

rin

g m

achin

e in

tu

nn

elin

g.

Sp

ecia

lize

d C

on

stru

ctio

n P

roce

sses

6

.1

Dre

dgin

g

Tec

hniq

ues

, use

o

f b

arg

es,

dew

ater

ing

syst

ems,

Und

erw

ater

con

cret

ing,

dia

phra

gm

wal

l te

chniq

ues

. 6

.2

Gir

der

lau

nch

ing t

ech

niq

ues

for

Bri

dg

es.

6.3

T

rench

less

tec

hniq

ues

, m

icro

tun

nel

ing,

use

of

tunnel

bori

ng

mach

ine

in t

unn

elin

g.

12

7

CO

6



Page 269



S.

No. Practical Topic

No.

Hours

Allotted

Mapped

CO

1 Prepare a chart showing equipments with reference to capacity,

suitability based on type of soil, Technical specifications. 1 2 CO1

2 Study of various types of joints in cement concrete road, filler

and sealer compounds 1 2 CO1

3 Study of earth moving equipment w.r.t working, output,

common manufacturer, cost, Useful life, area of use. 2 2 CO2

4 Study of Conventional formwork system, steed form work,

Aluminum form Work, specialized formwork system. 3 2 CO3

5 Study of Deep foundation & their construction process. 4 2 CO4

6 Study of Girder Launching Techniques. 6 2 CO6

7 Study of pre-stressing techniques. 6 2 CO6

-- Total -- 14 --

S. No. Student activity Topic No. Hours Allotted Mapped CO

1 Technical visit 6 4 CO6

2 Video recording of operation of

construction equipment. 2 2 CO2

3 Individual site visits. 1, 2, 5 4 CO1, CO2, CO5

4

Collects case studies of failures of

building construction from internet,

literatures /magazines.

3, 4 2 CO3, CO4

5

Visiting the construction site for high rise

building /structure and preparing report on

it.

4 4 CO4

-- Total -- 16 --

S. No. Practical Topic No. Hours Allotted Mapped CO

-- Practical - student activities submission -- 2 --

-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1


Constructed

Structured but Missing

Links Unstructured

Understanding Complete

Understanding

Substantial


Limited

Understanding

Mathematical

Errors Least Errors

90 % Free of

Errors 75 % Free of Errors

50 % Free of

Errors

Graphics Neat, Accurate and

Enhance understanding

Neat and

Accurate


Misleading & Redundant

Least Accurate

and Not Neat

Timely Completion


Overall




Page 270

Rubricks for student activities

Category 4 3 2 1

Structure And


Structured But


Quantity of

Information

All Subtopics

Covered In Detail

All Subtopics are

Mostly Covered

Some of The

Subtopics are Not

Covered In Detail

Some of The

Subtopics are

Not Covered

Quality of

Information

Clear Description

With Supporting

Details

Clear Description

With Some

Supporting Details

Clear Description

With Lack Of

Supporting Details

Irrelevant

Information


Clear Documentation

With Some Missing

Links

Part Documentation

With Missing

Links

Documentation

With Number of

Missing Links

Graphics

Neat ,Accurate and

Enhance

Understanding

Neat and Accurate

Some Illustrations

Are Misleading

and Redundant

Least Accurate

and Not Neat

Group Activity

Maximum

Coordination and

Effort

Fair Coordination

And Effort

Lack Coordination

and Effort

Least

Participation

Timely Completion


Overall



Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




I Soil compaction and

stabilization techniques CO1 4 8 4 16

II Construction in Earth and

Earthwork Equipment CO2 4 4 4 12

III Temporary structures CO3 4 4 4 12

IV Deep Foundation and High Rise

Structures CO4 4 4 8 16

V Structural cladding and allied

process CO5 4 4 4 12

VI Specialized Construction

Processes CO6 4 4 4 12

Total -- 24 28 28 80


EXAMINATIONS

S. No

Topic Mapped

CO Cognitive level

R/U/A Question

1 1 CO1 R Write principle of compaction.

2 1 CO1 U Explain methods of soil stabilization.

3 1 CO1 A Write Geo-synthetic techniques laying in road works.



Page 271


• BOOKS


1 Building Constructions Dr. B. C. Punamia Laxmi Publication, Delhi –2

2 Heavy Constructions Vizirani Chandolia Khanna , Delhi –6

3 Transportation Engineering A. Kamala Tata McGraw-Hill , Delhi -2

4 Irrigation Engineering Dahigaonkar Central Techno, Nagpur

5 Construction equipment planning

and application Dr. Mahesh Varma Khanna Publication, Delhi –6

6 Construction planning, methods

and applications Peurifoy Tata –McGraw Hill

7 A to Z by Mantri Publication Sandeep Mantri Satya Prakashan, New Delhi

• WEBSITES



1 Prof. P. P. Barage 9404117399 [email protected]

2. Dr. S. V. Kanitkar 992144902 [email protected]

S. No. Address

1 www.icivilengineer.com

2 www.wikipedia.com

COURSE NAME Advanced Surveying COURSE CODE R18CE5103


Page 272



Course Name Advanced Surveying Course code R18CE5103



Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 2

80 20 16 3 6 - 25 - 25 150



End semester examination - ESE, Two Tests Average - TTA, Term Work - TW, Student Activity - SW,

Assignments –AS, Tutorials - TU, Oral - OR

1. RATIONALE

The students have already learnt basic surveying through core courses. However, due to the rapid

modernisation& development, diploma technicians should also know advanced survey instruments &

techniques. The knowledge of advanced surveying will help them to collect more precise data within

reasonable time & cost. Through this specialized subject students will be introduced to testing &

adjusting procedures for the survey instruments they have already handled, construction surveying,

advanced curve ranging & photogrammetry.


Carry out Surveys for Civil Engineering works.



1. Test and adjust levels and theodolites.

2. Cary out survey for water body & plot it.

3. Implement lining out for buildings, pipelines, highways, etc.

4. Differentiate compound, reverse and transition curves.

5. Compile from aerial photographs data required for preparation of plans or maps..

6. Compute the most probable value of survey observations.

CO

UR

SE

NA

ME

A

dva

nce

d S

urv

eyin

g

CO

UR

SE

CO

DE

R

18

CE

51

03

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

273

4.

CO

–

PO

MA

TR

IX

Co

urs

e N

am

e:

Ad

va

nced

Su

rveyin

g

Co

urs

e c

od

e:

R1

8C

E5

10

3

PO

1

Basi

c a

nd

Dis

cip

lin

e S

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t of

Solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ructi

on

ex

ecu

tio

n,

sup

erv

isio

n

an

d m

ain

ten

an

ce

CO

1

2

1

3

1

CO

2

3

1

2

1

CO

3

2

2

1

1

1

CO

4

3

1

2

1

CO

5

3

1

3

1

CO

6

3

3

Rat

ing s

cal

e‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m, ‘1

’ fo

r lo

w

‘0’

fo

r no

co

rrel

atio

n

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

O

UT

CO

ME

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO

'S

CO

UR

SE

NA

ME

A

dva

nce

d S

urv

eyin

g

CO

UR

SE

CO

DE

R

18

CE

510

3

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

274

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Un

it

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Tes

tin

g &

Ad

just

ing S

urv

eyin

g I

nst

rum

ents

1a.

Exp

lain

the

nee

d o

f te

st an

d a

dju

stm

ent

of

surv

ey

inst

rum

ents

.

1b

. D

efin

e fu

ndam

enta

l ax

es f

or

a le

vel

and a

theo

doli

te

1c.

Sta

te c

on

dit

ions

of

per

man

ent

adju

stm

ent

for

a le

vel

& a

theo

doli

te

1d.

Car

ry

out

per

manen

t ad

just

men

ts

for

a le

vel

&

a

theo

doli

te

1e.

Sta

te t

he

erro

rs i

n t

ota

l st

atio

n s

urv

eyin

g

1.1

Con

cep

t &

nec

essi

ty o

f p

erm

anen

t adju

stm

ent

of

the

surv

ey

inst

rum

ents

. P

erm

anen

t ad

just

men

ts o

f a

level

.

1.2

Per

man

ent

adju

stm

ent

of

ver

nie

r tr

ansi

t th

eod

oli

te.

1.3

Err

ors

in t

ota

l st

atio

n s

urv

eyin

g a

dju

stin

g f

or

it.

12

0

7

CO

1

2

Hyd

rog

rap

hic

Su

rvey

ing

2a.

Sta

te c

on

cep

t an

d n

eces

sity

hydro

gra

phic

surv

eyin

g

2b

. D

iffe

renti

ate

ho

rizonta

l &

ver

tica

l co

ntr

ols

.

2c.

Des

crib

e th

e pro

cess

of

esta

bli

shin

g t

he

MS

L.

2d.

Sel

ect

and u

se i

nst

rum

ents

req

uir

ed f

or

hyd

rogra

phic

surv

eyin

g.

2e.

Lo

cate

, re

duce

an

d p

lot

the

sou

ndin

gs.

2.1

Def

init

ion

&

nee

d

of

hydro

gra

phic

su

rvey.

Con

cep

t &

n

eces

sity

of

contr

ol

poin

ts.

Shore

lin

e su

rvey.

2.2

Sou

ndin

g.

Sou

ndin

g e

quip

men

ts.

Sig

nal

s &

bu

oys.

Nau

tica

l

sexta

nt.

Per

son

nel

for

sou

ndin

g.

2.3

Ran

ge

lin

es.

Met

ho

ds

of

loca

ting s

ou

ndin

gs.

Red

uct

ion o

f

soundin

gs.

Plo

ttin

g o

f so

un

din

gs.

2.4

Tid

al g

augin

g &

est

abli

shm

ent

of

mea

n s

ea l

evel

. N

auti

cal

char

ts.

16

1

0

CO

2

3

Con

stru

ctio

n S

urv

eys

3a.

Lis

t re

quir

emen

ts o

f go

od c

ontr

ols

for

const

ruct

ion

surv

ey.

3b

. S

elec

t an

d

use

co

nst

ruct

ion

surv

ey

inst

rum

ent

app

rop

riat

e to

th

e si

te c

ondit

ion a

nd w

ork

.

3c.

Im

ple

men

t p

roce

ss o

f se

ttin

g f

or

a b

uil

din

g,

dra

inag

e

lin

e an

d h

igh

way

3d.

Use

off

set

stak

es,

slop

e st

akes

, gra

de

stak

es,

sight

rail

s, b

onin

g r

ods

and p

ipe

line

lase

rs.

3E

. C

hec

k e

rro

rs a

nd m

ista

kes

in c

onst

ruct

ion s

urv

ey.

3.1

Intr

odu

ctio

n

to

&

ob

ject

ives

of

const

ruct

ion

surv

ey.

Req

uir

emen

ts

of

go

od

contr

ols

. E

quip

men

t’s

for

const

ruct

ion s

urv

ey.

3.2

Set

tin

g o

ut

for

a buil

din

g:

Use

of

sig

ht

rail

s &

ref

eren

ce

pil

lars

, co

nven

tio

nal

& t

ota

l st

atio

n m

eth

od.

Sta

kin

g o

ut

a

dra

inag

e li

ne:

Use

of

off

set

stak

es,

sig

ht

rail

s &

bonin

g r

ods,

pip

e li

ne

lase

rs.

Dev

elop

ing a

work

ing p

rofi

le.

3.3

Sta

kin

g

out

a hig

hw

ay:

Slo

pe

inte

rcep

t &

sl

op

e st

akes

.

Form

atio

n o

r gra

de

stak

es.

Blu

e to

ps.

Err

ors

& m

ista

kes

in

const

ruct

ion s

urv

eys.

12

7

CO

3

4

Ad

va

nce

d C

urv

e R

an

gin

g

4a.

Cal

cula

te

dat

a re

quir

ed

to

set

out

sim

ple

ci

rcula

r

4.1

. S

imple

cir

cula

r cu

rves

- M

eth

ods

of

succ

essi

ve

bis

ecti

on o

f

arcs

, b

y o

ffse

ts

fro

m

tan

gen

ts

&

by

off

sets

fr

om

ch

ord

12

7

CO

4

CO

UR

SE

NA

ME

A

dva

nce

d S

urv

eyin

g

CO

UR

SE

CO

DE

R

18

CE

510

3

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

275

Un

it

No.

Un

it T

itle

an

d

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

curv

e.

4b

. D

escr

ibe

pro

cess

to s

et o

ut

a co

mp

oun

d o

r re

ver

se

curv

e.

4c.

Sta

te f

un

ctio

ns,

adv

anta

ges

, re

quir

emen

ts a

nd f

orm

s

of

transi

tio

n c

urv

e.

4d.

Sug

ges

t a

pro

cess

to

ov

erco

me

an

ob

stacl

e in

rangin

g o

ut

a hori

zo

nta

l cu

rve.

4e.

Co

mp

ute

len

gth

and c

hai

nag

es &

ele

vat

ions

of

key

poin

ts f

or

a ver

tica

l cu

rve.

pro

du

ced.

Ob

stacl

es i

n r

an

gin

g o

ut

hori

zonta

l cu

rves

.

4.2

. C

om

po

und

&

Rev

erse

C

urv

es:

Def

init

ion,

loca

tion

,

nec

essi

ty,

wo

rkin

g

out

chai

nag

es

of

key

poin

ts

&

pro

ced

ure

to

se

t o

ut.

T

ransi

tio

n

Curv

es:

Def

init

ion

,

obje

ctiv

es,

fun

ctio

ns,

adv

anta

ges

, re

quir

emen

ts &

form

s.

4.3

. V

erti

cal

curv

e: N

eces

sity

of

usi

ng p

ara

boli

c ar

c, c

on

cep

t o

f

tan

gen

t co

rrec

tion,

Len

gth

of

ver

tica

l cu

rve

and c

hai

nag

es

& e

lev

atio

ns

of

key p

oin

ts.

5

Ph

oto

gra

mm

etry

5a.

Def

ine

and c

lass

ify

photo

gra

mm

etry

5b

. L

ist

Eq

uip

men

ts r

equir

ed p

hoto

gra

mm

etry

.

5c.

Det

erm

ine

co-o

rdin

ates

o

f gro

und

poin

ts

from

photo

gra

ph/s

.

5d.

Exp

lain

v

erti

cal

exagg

erat

ion,

gro

un

d co

ntr

ols

and

photo

mosa

ic.

5E

. D

escr

ibe

pro

cess

o

f plo

ttin

g

map

fr

om

aer

ial

photo

gra

ph.

5.1

D

efin

itio

n,

clas

sifi

cati

on,

&

use

s of

photo

gra

mm

etry

.

Equip

men

ts re

quir

ed in

aer

ial

ph

oto

gra

mm

etry

. T

yp

es o

f

aer

ial

ph

oto

gra

phs.

5.2

S

cale

of

aeri

al p

hoto

gra

ph.

Gro

un

d c

oord

inat

es f

rom

sin

gle

ver

tica

l p

hoto

gra

ph.

Rel

ief

dis

pla

cem

ent.

Gro

und C

ontr

ols

.

5.3

S

tere

osc

op

y

&

para

llax.

Ver

tica

l ex

ag

ger

atio

n.

Co-

ord

inat

es &

ele

vat

ions

by

ster

eosc

op

ic p

ara

llax.

5.4

M

osa

ics.

A

eria

l ph

oto

ver

sus

map

. P

lott

ing

map

s fr

om

aer

ial

ph

oto

s b

y gra

phic

al &

ste

reosc

op

ic m

eth

ods.

16

1

0

CO

5

6

Err

ors

& A

dju

stm

ent

of

Su

rvey

Ob

serv

ati

on

s 6a.

Def

ine

dif

fere

nt

typ

es o

f er

rors

, ob

serv

atio

ns,

val

ues

and p

reci

sio

n i

ndic

es.

6b

. S

tate

law

s o

f acc

iden

tal

erro

rs a

nd l

aws

of

wei

ghts

.

6c.

Exp

lain

pri

nci

ple

of

leas

t sq

uare

.

6d.

Work

out

most

pro

bab

le

val

ues

of

dir

ect

obse

rvat

ions.

6E

. C

arry

out

dis

trib

uti

on o

f er

ror

in f

ield

mea

sure

men

ts.

6.1

G

ross

, sy

stem

atic

&

ra

ndo

m

erro

rs.

Law

s o

f acc

iden

tal

erro

rs

&

Gau

ssia

n

dis

trib

uti

on.

Def

init

ions

–

Dir

ect

&

indir

ect

obse

rvat

ions;

O

bse

rved

, tr

ue

&

most

pro

bab

le

val

ues

; T

rue,

res

idual

& m

ost

pro

bab

le e

rro

rs.

6.2

P

reci

sion in

dic

es -

Var

ian

ce

& S

tandar

d d

evia

tion/e

rro

r.

Pro

bab

le

erro

r of

the

sin

gle

obse

rvat

ion.

Con

cep

t,

allo

cati

on &

law

s o

f w

eig

ht.

Pri

nci

ple

of

leas

t sq

uar

e.

6.3

M

ost

p

rob

able

v

alues

o

f dir

ect

obse

rvat

ions.

E

rro

r

dis

trib

uti

on

in

fiel

d

mea

sure

men

ts.

Angle

adju

stm

ent.

Sta

tion a

dju

stm

ent.

Fig

ure

adju

stm

ent

for

a pla

ne

tria

ng

le.

12

7

CO

6



Page 276

7. PRACTICAL – ASSIGNMENTS - STUDENT ACTIVITIES -TUTORIALS

Sr.

No.


Unit

No.

Hours

Allotted

Mapped

CO

1. Testing & adjustment of a dumpy level for collimation error 1 2 CO1

2. Testing & adjustment of a vernier theodolite for vertical index

error. 1 2 CO1

3. Use of Nautical Sextant in measurement of horizontal angles. 2 2 CO2

4. To plot cross section of a river at given site (Project). 2 6 CO2

5. Setting out a building with electronic total station instrument. 3 2 CO3

6. Setting out for a simple circular curve by method offsets from

chords produced. 4 2 CO4

7. Study of mirror stereoscope, parallax bar & aerial photograph. 5 2 CO5

8. Finding Air Base distance for given stereo pair of aerial

photos by using Mirror Stereoscope. 5 2 CO5

9. Use of parallax bar for measuring parallax of two points &

finding out difference of elevations between them. 5 2 CO5

- Total - 22 -

Sr.

No. Assignments

Unit

No.

Hours

Allotted

Mapped

CO

1. Solution of a three point problem by graphical method of

intersecting circles. 2 1 CO2

2. Calculate chainages of key points to set out a compound or a

reverse curve 4 1 CO4

3.

Calculating most probable value and probable error for a

length of a line from its equally reliable direct

measurements.

6 1 CO6

4. Adjusting for a triangle angular observations of unequal

weights. 6 1 CO6

- Total - 4 -

Sr. No.

Student Activity Unit No.

Hours Allotted

Mapped CO

1. Visit to CME’s surveying lab or survey professional’s office

or a survey site. 1 2 CO1

2. Collecting information about construction & use of pipe line

lasers & other such products used in construction surveys from internet or magazine or journal.

3 2 CO3

- Total - 4 -

Sr.

No. Practical

Unit

No.

Hours

Allotted

Mapped

CO

- Practical – assignments-student activities submission - 2 -

- Total - 32 -

Instructions:


2. Each group will consist of about five students. 3. Each student from the group shall be given chance to handle the instrument, to

understand the function of different components & use of the instrument. 4. Drawing, plotting should be considered as part of practicals.



Page 277

Remarks:

5. The list of practicals/tutorials/student activities given above is suggestive. One or more such practicals/tutorials/student activities can be replaced with another or modified to

attain the expected outcomes and proficiency more effectively. 6. The practicals/assignments/student activities should be so designed that students








& a leader and follow safety & ethical practices.


affective domain will take place in the student gradually over three years of diploma

program.

10. The skills associated with each of the practical/assignment/student activity are to be

assessed using the ‘Rubrics’ given under ‘Evaluation Scheme for Practicals/Assignments/Student Activities’.


ACTIVITIES


Category 4 3 2 1



Follows

procedure as

instructed and

safe & correct

handling of the

instruments

Little oversight

towards

procedure,

safety &

handling of the

instruments

Considerable

oversight

towards

procedure,

safety

and handling of

the instruments

Careless about

the procedure

safety & handling

of the

instruments.

Data documentation, data analysis & results

interpretation

Correct

Documentation

of all data,

Correct calculations and

Error in result

worked out

correctly is

within the limit

Correct

documentation

of majority of

data,

Minor errors in calculations and

Error in results

worked out

correctly is not

within the limit

Incorrect

documentation

of majority of

data, Major errors in

calculations and

Error in result

Worked out

incorrectly.

Incomplete &

wrong

documentation of

data, Incomplete &

wrong

calculations and

Error in result not

worked out.


share to work

Sometimes

depends on

others to

complete the

work

Many times

depends on

others to

complete the

work

Always depends

on others to

complete the

work





Page 278


Category 4 3 2 1

Quantity & Source of

information

All subtopics

covered in detail

& clear

documentation

of sources of

information

All subtopics are

mostly covered

and clear

documentation of

sources of

information with

some missing links

Some of the

subtopics are not

covered in detail

and part

documentation of

sources of

information with

some missing links

Some of the

subtopics are not

covered at all and

part

documentation of

sources of

information with

too many missing links

Quality of information,

graphics and presentation.

Clear description

with all

supporting

details, relevant

& neat graphics

and well

structure

presentation.

Clear description

with some

supporting

details, relevant

but messy

graphics. and

structured

presentation.

Clear description

with no

supporting

details, neat but

irrelevant

graphics and

structured

presentation with

missing links.

Irrelevant

description,

irrelevant &

messy graphics

and unstructured

presentation.

Understanding of concepts

and mistakes

Complete

understanding and no mistakes

Substantial

understanding

and 90 % Free of mistakes

Some

understanding

and 75 % free of mistakes

Limited

understanding

and 50 % free of mistakes




Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning but proper

execution

Improper planning

& execution

Quality of

report, graphics and

presentation.


all supporting details, relevant & neat

graphics and well


Clear description


details, relevant but messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy graphics and

unstructured

presentation.

Timely


Overall


Rubrics for Oral

Category 4 3 2 1

Knowledge of Course

content

Accurately states the main points and


the question.

Adequately states the main points and


the question.

States most of the main points but miss


to the question.

States few main points and details

in answer to the

question.



Page 279

Category 4 3 2 1

Delivery

Effectively and


information while


considering the

audience

Adequately delivers



and considering the

audience.

Delivers the


not stay on topic.


on audience.

Little or no

attempt is made to

deliver the

information and

stay on topic.



is no repetition.

Quite Wide range of


is not lot of

repetition


new expression


the time.

Body

Language and

eye contact


and eye contact.

Most of the times





contact

Plump posture and

very little eye

contact



1 Metallic or plastic tapes as per IS: 1269 – Part I - 1997 and steel tapes as per

IS: 1269 – Part II - 1997. 1 & 4, 6

2 Levelling staves as per IS: 1779 -1961 (Folding Type) or IS: 11961 – 1986

(Telescopic Type). 1, 2 & 4

3 Ranging rods as per IS: 228 - 1963 4 & 6

4 Tertiary (Dumpy) Level as per IS: 9607 – 1989. 1

5 Vernier theodolite as per IS 2988: 1955 2 & 6

6 Sounding (Nautical) Sextant as per IS 5146: 1969 3 & 4

7 Prismatic Compass as per IS: 1957 – 1961. 4

8 Electronic Total Station (ETS) Instrument 5

9 Parallax bar as per IS 11445:1985 7 & 9

10 Metric Steel Scales for Engineers as per IS 1481: 1970 8

11 Mirror stereoscope as per IS 8691:1986 7 & 9


Unit

No. Unit Title

Mapped CO

% OR

Emphasis




I Testing & Adjusting

Surveying Instruments CO1 4 4 4 12

II Hydrographic Surveying CO2 4 4 8 16

III Construction Surveys CO3 4 4 4 12

IV Advanced Curve Ranging CO4 4 4 4 12

V Photogrammetry CO5 4 4 8 16

VI Errors & Adjustment of

Survey Observations CO6 4 4 4 12

Total 24 24 32 80



Page 280


learning and to assist teachers for teaching and assessment. The actual distribution of marks in the question paper may vary from the above table.


EXAMINATIONS

Sr.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 5 CO5 R Define the terms: i) Principal point ii) Average scale of a

vertical photo iii) End lap iv) Side lap

2 5 CO5 U Draw neat and labeled sketch of mirror stereoscope.

3 5 CO5 A

The focal length of camera lense is 15cm, height of flight

is 1500m above datum, and average elevation of terrain

photographed is 500m above same datum. Calculate scale

of photography.


• BOOKS


1. Surveying &

Levelling,Vol. I Kanetkar & Kulkarni

PVG, Pune.

ISBN 978 81 858-2511-3

2. Surveying &

Levelling, Vol. II, Kanetkar & Kulkarni

PVG, Pune.

ISBN 13:97881 858-2500-7

3. Surveying, Vol . I, Dr. B. C. Punmia, Ashok

Jain, Arun Jain.


ISBN 8-17-008853-4

4. Surveying, Vol . II Dr. B. C. Punmia,



ISBN-10: 8170088836;

ISBN-13: 978-8170088837

5. Surveying, Vol . III Dr. B. C. Punmia,

Ashok Jain, Arun Jain


ISBN 10: 8170088259

ISBN 13: 9788170088257

6. Text book of

Surveying Hussain & Nagraj,

Chand & Co., Delhi

ISBN 81-219-0021-2

7. Text book of

Surveying, C. L. Kochher

Dhanpat Rai Publishing Co., Delhi

ISBN: 9789352165209

8. Surveying, Vol. I Dr. K. R. Arora Standard Book house, Delhi.

ISBN : 978-81-89401-23-8

9. Surveying, Vol. II Dr. K. R. Arora Standard Book house, Delhi.

ISBN:978-81-89401-24-5

10. Fundamentals of

Surveying S. K. Roy


ISBN 81-203-1260-0

11. Surveying, Narinder Singh The Tata McGraw Hill Co., Delhi

ISBN, 0074519131, 9780074519134

12. Surveying, Vol. I S. K. Duggal


ISBN 10: 0070151377

ISBN 13: 9780070151376

13. Surveying, Vol. II S. K. Duggal


ISBN 13: 978-0-07-053471-1

ISBN 10: 0-07-053471-3



Page 281


14. Surveying & Levelling N. N. Basak The Tata McGraw Hill Co., Delhi ISBN 0-07-460399-X

15. Elementary Surveying R. C. Brinker &

P. R.Wolf.

Longman Higher Education

ISBN: 9780060410131, 0060410132

16. Surveying A. Bannister, S. Raymond

& R. Baker


ISBN 81-317-0066-6

17. Higher Surveying Dr. A. M. Chandra


ISBN 10: 8122438121,

ISBN 13: 9788122438123

18. Advanced Surveying S. Gopi, R. Sathikumar &

N. Madhu


ISBN 81-317-0067-4

19. Advanced Surveying Shelar, Jadhav, Patil Nirali Prakashan, Pune.

978-93-5164-351-7



1 IS 9849: 1991 Optics & optical instruments – Geodetic instruments - Vocabulary

2 IS 10713: 1983/ISO 5455 : 1979 Scales for use in technical drawings

3 IS 1071 : 1983/ISO 128 : 1982 General principles of presentation on technical drawings

• WEBSITES

S. No. ADDRESS

1 www.surveyinstrument.com

2 www.hydrobharat.com

3 nauticalcharts.noaa.gov

4 www.123photogrammetry.com


6 www.wikipedia.com




COURSE NAME Prestressed Concrete COURSE CODE R18AM5105


Page 282



Course Name Prestressed Concrete Course code R18AM5105



Teaching scheme

Evaluation scheme


Theory outcome Practical outcome Practical Oral Total

Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

Marks

AS

marks

TU

marks

Total

Marks

PR

marks

OR

marks

Total

marks

3 2

80 20 20 05 -- -- 25 - 25 150




Oral -OR

1. RATIONALE

This is specialised subject who will enable students to understand design principles and procedures for

prestressed concrete members. Precast and Pre-stressed Concrete construction technology is widely

used across the globe for its inherent advantages. It has been adopted in India from past many years,

but was mostly limited to civil structures such as tunnels, bridges, flyovers and underpasses. Today,

with critical housing shortages, rising labor and input costs and an increased emphasis on quality and

timely delivery, more and more developers are opting for innovative construction practices like precast and pre-stressed concrete. Hence it is essential to make upcoming engineering community aware

about this. This course is designed to provide basic knowledge of precast and pre-stressed elements,

their design aspects, pre-stressing techniques, methods and basic design principles.


The aim of this course is to help the student to attain the following industry identified competency

through effectively execute construction work involving precast and pre-stressed concrete.



1. Use the relevant components for the prestressed concrete structure.

2. Justify the relevance of prestressed element in a given situation.

3. Select the relevant methods / systems for given prestressed concrete work.

4. Evaluate losses in a given pre-stressed concrete construction.

5. Propose a suitable cable profile and end block reinforcement for the given prestressed concrete

member.

6. Select the relevant precast concrete element for a given type of construction

CO

UR

SE

NA

ME

P

rest

ress

ed C

on

cret

e C

OU

RS

E C

OD

E

R1

8A

M5

10

5

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 2

83

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Pre

stre

ssed

Co

ncrete

Co

urse

Cod

e:

R1

8A

M5

10

5

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge

PO

2

Prob

lem

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eeri

ng

Too

ls,

Ex

pe

rim

en

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y

an

d e

nvir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n

an

d m

ain

ten

an

ce

CO

1

2

3

2

CO

2

3

3

CO

3

3

3

2

3

1

CO

4

2

3

CO

5

3

2

2

1

CO

6

3

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

P

rest

ress

ed C

on

cret

e C

OU

RS

E C

OD

E

R18

AM

51

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 2

84

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Un

it I

: In

trod

uct

ion

to P

rest

res

sed

Con

cret

e

1a.

Exp

lain

th

e p

rin

ciple

of

pre

-str

essi

ng a

n

elem

ent.

1b.

Des

crib

e th

e

appli

cati

ons

of

pre

-str

esse

d

con

cret

e el

emen

ts.

1c.

Dis

tinguis

h t

he

PS

C w

ith o

ther

co

nst

ruct

ion

mat

eria

ls i

n g

iven

sit

uat

ion.

1d.

Just

ify

the

nee

d o

f hig

h s

tren

gth

mat

eria

l fo

r

PS

C

1e.

Sel

ect

rele

van

t ty

pe

of

pre

-str

essi

ng s

teel

for

giv

en m

emb

er

1.1

Pri

nci

ple

of

pre

-str

esse

d c

on

cret

e and b

asic

ter

min

olo

gy.

1.2

Ap

pli

cati

ons

of

pre

-str

esse

d c

on

cret

e

1.3

Ad

van

tag

es a

nd d

isadvanta

ges

of

pre

-str

esse

d c

oncr

ete

1.4

Mat

eria

ls u

sed a

nd t

hei

r p

rop

erti

es,

Nec

essi

ty o

f hig

h-

gra

de

mat

eria

ls

1.5

Typ

es o

f P

re-s

tres

sin

g s

teel

-W

ire,

Cab

le,

ten

do

n,

Mer

its-

dem

erit

s an

d a

pp

lica

tio

ns.

12

8

C

O1

2

Un

it-I

I A

na

lysi

s o

f P

rest

ress

ed C

on

cre

te M

emb

ers

2a.

Sel

ect

the

rele

vant

met

hod o

f p

re-s

tres

sin

g f

or

giv

en s

tru

ctura

l el

emen

t, I

llust

rate

th

e m

erit

s

and d

emer

its

for

giv

en m

eth

od/s

yst

em

2b.

Exp

lain

Ho

yer

syst

em o

f p

re-t

ensi

onin

g w

ith

d

iagra

m.

2c.

Exp

lain

syst

em o

f post

- te

nsi

onin

g w

ith

dia

gra

m.

2.1

Met

hods

of

pre

-str

essi

ng –

Inte

rnal

and E

xte

rnal

pre

-str

essi

ng,

Pre

and P

ost

ten

sionin

g-

app

lica

tio

ns,

mer

its

and d

emer

its

2.2

Sys

tem

s fo

r p

re t

ensi

onin

g –

pro

cess

, ap

pli

cati

ons,

mer

its

and

dem

erit

s -

Ho

yer

syst

em

2.3

Sys

tem

s fo

r p

ost

-ten

sionin

g -

pro

cess

, ap

pli

cati

ons,

mer

its

and

dem

erit

s -

Fre

yssi

net

syst

em,

Mag

nel

Bla

ton s

yste

m,

Gif

ford

Udal

l sy

stem

.

16

1

0

CO

2

3

Un

it-I

II :

Des

ign

of

Pre

-str

esse

d r

ecta

ng

ula

r

b

eam

sec

tion

3

a. E

xp

lain

th

e a

ssu

mp

tio

ns

made

in

the

anal

ysi

s

of

pre

-str

esse

d c

on

cret

e b

eam

s

3b.

Outl

ine

the

cable

pro

file

s in

th

e giv

en

sit

uat

ion.

3c.

Dep

ict/

Pre

dic

t ef

fect

of

cab

le p

rofi

le o

n f

ibre

stre

sses

3d.

Cal

cula

te m

axim

um

str

esse

s in

duce

d i

n g

iven

3.1

Bas

ic a

ssu

mp

tio

ns

in a

nal

ysis

of

pre

-str

esse

d c

on

cret

e bea

ms.

3.2

Cab

le P

rofi

le i

n s

imp

ly s

up

po

rted

rec

tan

gula

r b

eam

sec

tio

n –

con

centr

ic,

ecce

ntr

ic s

trai

ght

and p

arab

oli

c,

3.3

Eff

ect

of

cab

le p

rofi

le o

n m

axim

um

str

esse

s at

mid

sp

an a

nd a

t

supp

ort

.

3.4

Nu

mer

ical

pro

ble

ms

on d

eter

min

atio

n o

f m

axim

um

str

esse

s at

mid

spans

wit

h l

inea

r (c

on

centr

ic a

nd e

ccen

tric

) ca

ble

pro

file

s

only

.

3.5

Sim

ple

ste

ps

inv

olv

ed i

n D

esig

n o

f si

mp

ly s

up

port

ed

12

6

C

O3

CO

UR

SE

NA

ME

P

rest

ress

ed C

on

cret

e C

OU

RS

E C

OD

E

R18

AM

51

05

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 2

85

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

bea

m

3e.

Des

crib

e th

e st

eps

adopte

d i

n t

he

des

ign o

f p

re-

stre

ssed

bea

m e

lem

ent.

re

ctan

gula

r b

eam

sec

tio

n.

4

Un

it-I

V :

Loss

es o

f p

re-s

tres

s 4

a. I

den

tify

th

e re

aso

ns

for

loss

of

pre

-str

ess

4b.

Des

crib

e th

e el

emen

ts/s

ituat

ion t

hat

res

ult

s in

loss

of

pre

-str

ess.

4c.

Cal

cula

te t

he

loss

of

pre

-str

ess

duri

ng

anch

ori

ng i

n t

he

giv

en s

ituat

ion.

4d.

Cal

cula

te t

he

loss

of

pre

-str

ess

occ

urr

ing i

n t

he

giv

en s

ituat

ion.

4e.

Co

mp

ile

the

IS r

ecom

men

dat

ions

for

per

centa

ge

loss

in t

he

giv

en p

re-s

tres

sing

4.1

Pre

-str

essi

ng f

orc

e in

Cab

le,

Mea

nin

g o

f L

oss

of

Pre

-str

ess

4.2

Loss

of

pre

-str

ess

duri

ng t

he

tensi

onin

g p

roce

ss -

loss

due

to

fric

tio

n,

len

gth

ef

fect

, w

ob

bli

ng

effe

ct

an

d

curv

ature

ef

fect

.

(Sim

ple

Nu

mer

ical

pro

ble

ms

to d

eter

min

e lo

ss o

f p

re-s

tres

s)

4.3

Loss

of

pre

-str

ess

at t

he

anch

ori

ng s

tag

e,

4.4

Loss

o

f p

re-s

tres

s o

ccurr

ing

sub

sequ

entl

y:

loss

es

due

to

shri

nkag

e o

f co

ncr

ete,

cre

ep o

f co

ncr

ete,

ela

stic

sh

ort

enin

g,

and

cree

p i

n s

teel

. (S

imp

le N

um

eric

al p

rob

lem

s to

det

erm

ine

loss

of

pre

-str

ess)

4.5

IS

rec

om

men

dat

ions

for

% l

oss

in c

ase

of

Pre

and P

ost

tensi

onin

g,

16

1

0

CO

4

5

Un

it-V

: P

rest

ress

ed c

on

cret

e p

reca

st u

nit

s

5a.

Exp

lain

th

e co

nce

pts

of

pre

cast

co

ncr

ete

5b.

Sel

ect

the

mat

eria

l o

f re

levant

spec

ific

atio

ns

for

the

giv

en p

reca

st e

lem

ents

.

5c.

Des

crib

e th

e des

ign c

onsi

der

atio

ns

and I

S

pro

vis

ions

for

giv

en p

reca

st e

lem

ent.

5.1

Advanta

ges

of

pre

stre

ssed

co

ncr

ete

pole

s,

dif

fere

nt

shap

es,

cross

sec

tions

of

pole

s, d

esig

n c

onsi

der

atio

ns

5.2

Advanta

ges

of

pre

stre

ssed

co

ncr

ete

pil

es,

Typ

es a

nd

cross

-sec

tio

ns

of

pil

es,

des

ign c

onsi

der

atio

ns.

5.3

Typ

es o

f p

rest

ress

ed c

on

cret

e sl

eep

ers,

dif

fere

nt

loads

to

be

consi

der

ed,

des

ign c

onsi

der

atio

n o

f sl

eep

ers

(IS

).

12

8

C

O5

6

Un

it-V

I: A

nch

ora

ge

Zon

e S

tres

ses

in P

ost

-ten

sion

ed

Mem

ber

s

6a.

Exp

lain

th

e co

nce

pts

of

An

cho

rag

e Z

on

e

6b.

Des

crib

e th

e re

info

rcem

ent

det

ails

of

end b

lock

6.1

Cab

le p

rofi

le c

om

puta

tio

ns.

Anch

ora

ge

zon

e in

p

ost

ten

sio

ned

mem

ber

s. S

tres

s dis

trib

uti

on i

n e

nd b

lock.

An

cho

rage

zo

ne

rein

forc

em

ent.

6.2

Anal

ysi

s b

y M

agn

el’s

/ I

S m

eth

od.

Use

of

mil

d s

teel

rein

forc

em

ent

in P

rest

ress

ed C

oncr

ete.

12

6

C

O6



Page 286


S.


Topic

No.

Hours

Allotted

Mapped

CO

1 Assignment on Pretensioning and Post-tensioning Systems. 1 4 CO1

2 Assignment on Analysis of Pre-tensioned and Post-tensioned

Members. 2 4 CO2

3 Assignment on Design of Pre-tensioned and Post-tensioned

Members. 3 4 CO3

4 Assignment on Losses in Pre-tensioned and Post-tensioned

Members. 4 4 CO4

5 Assignment on Pre-stressed concrete precast units 5 4 CO5

6 Assignment on Anchorage Zone Stresses in Post-tensioned

Members. 6 4 CO6

-- Total -- 24 --

S.


Topic

No.

Hours

Allotted

Mapped

CO


S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure Very Well


Structured But


Understanding Of

Analytical Concepts

Complete

Understanding

Substantial

Understanding

Some

Understanding

Limited

Understanding

Mathematical Errors

Least Errors 90 % Free Of Errors 75 % Free Of

Errors 50 % Free Of

Errors

Graphics

Neat ,Accurate

And Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat

Timely Completion


Overall




Page 287


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




I Introduction to Prestressed

Concrete CO1 6 6 - 12

II Analysis of Prestressed

Concrete Members CO2 - - 16 16

III Design of Pre-stressed

rectangular beam section CO3 - - 12 12

IV Losses of pre-stress CO4 4 - 12 16

V Prestressed concrete precast units

CO5 6 6 - 12

VI Anchorage Zone Stresses in Post-tensioned Members

CO6 6 6 - 12

Total 22 18 40 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Enlist advantages and disadvantages of prestressed

concrete

2 1 CO1 U Explain load balancing concept.

3 1 CO1 A

Calculate resultant stresses at mid span section of a

rectangular PSC beam 250mm and 500mm deep

simply supported over a span of 10m. It is prestressed

by a straight cable carrying an effective prestressing

force of 800kN at an eccentricity of 90mm.


• BOOKS

S.


1 Prestressed Concrete Structures N. Krishna Raju Tata McGraw Hill

ISBN 13: 9781259003363

2 Design of Prestressed Concrete Structures

T. Y. Lin, Ned H Burns John Wiley and Sons, New York, ISBN- 8: 0471018988

3 Pre-stressed Concrete Structures Pravin Nagarajan Pearson Education India

ISBN-9:789332517615

4 Prestressed Concrete S. Ramamrutham Dhanpat Rai Publications

5 IS:1343-1980 Code of Practice

for Prestressed Concrete

Bureau of Indian

Standards BIS



Page 288

• WEBSITES

S. No. Address


2 Website of Precast Concrete Engineers Society (PSEI)

3 www.youtube.com for videos regarding precast and prestressing procedures.




COURSE NAME Civil Engg. Software (CES) COURSE CODE R18CE5108


Page 289



Course Name Civil Engg Software Course code R18CE5108

Course Category Specialised II Credits 5


Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

3 2

80 20 - 25 - 25 - 25 150




Oral -OR

1. RATIONALE

Software is used to enhance productivity in planning, designing, decision making and monitoring of

civil engineering works. Mastering software used in civil engineering industry is a value addition for

job potential. The basic knowledge of technology and skills of using software in relevant area is a desirable combination for any technocrat.


Solve Civil Engineering problem using software and analyze the results.



1. Understand basic principals related with the subject of application software.

2. Translate engineering aspects into equivalent software terminologies in terms of flowchart,

system chart, logic diagram, data flow diagram etc.

3. Develop ability to effectively use the software.

4. Work out some practical case studies with the help of software.

5. Demonstrate understanding of use of software for practical civil engineering situations.

CO

UR

SE

NA

ME

C

ivil

En

gg

. S

oft

wa

re (

CE

S)

CO

UR

SE

CO

DE

R

18

CE

51

08

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

29

0

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Civ

il E

ng

ineerin

g S

oft

ware

Co

urs

e C

od

e:

R1

8C

E5

10

8

PO

1

Basi

c a

nd

Dis

cip

lin

e s

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

pe

rim

en

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rn

ing

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n

an

d m

ain

ten

an

ce

CO

1

2

1

3

1

1

1

1

CO

2

2

3

1

CO

3

3

1

2

CO

4

2

3

1

1

1

1

1

1

CO

5

3

1

2

1

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

O

UT

CO

ME

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

C

ivil

En

gg

. S

oft

wa

re (

CE

S)

CO

UR

SE

CO

DE

R

18

CE

510

8

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

29

1

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1a.

Do

cum

ent

pro

ble

m.

1b

. Def

ine

ob

ject

ives

and p

roble

m s

tate

men

t.

PR

OB

LE

M D

EF

INIT

ION

In

tera

ctio

n w

ith u

ser

to k

now

the

pro

ble

m,

iden

tify

ing o

bje

ctiv

es,

vari

able

s, p

aram

eter

s, c

onst

rain

ts,

envir

on

men

t fo

r ex

act

pro

ble

m

iden

tifi

cati

on,

Ass

um

pti

ons,

pro

ble

m s

tate

men

t.

10

6

C

O1

2

2a.

Dra

w f

low

-char

t fo

r so

lvin

g d

efin

ed p

rob

lem

2b

. D

escr

ibe

step

by

step

pro

ced

ure

of

solv

ing d

efin

ed

pro

ble

m u

sing t

he

soft

war

e.

TR

AN

SL

AT

ING

GIV

EN

PR

OB

LE

M I

N S

OF

TW

AR

E B

AS

ED

TE

RM

INO

LO

GIE

S

Use

of

syst

em f

low

char

ts,

dat

a- f

low

char

t, p

rogra

m f

low

char

t et

c.

and c

onv

ert

into

mo

del

suit

able

for

solu

tion w

ith t

he

soft

ware

un

der

consi

der

atio

n

10

6

C

O2

3

3 a

. D

ocu

men

t te

rmin

olo

gie

s an

d m

eth

ods

rela

ted t

o t

he

soft

war

e.

UN

DE

RS

TA

ND

ING

BA

SIC

TE

RM

INO

LO

GY

F

eatu

res

rela

ted w

ith s

oft

ware

.

10

6

C

O2

4

4a.

S

olv

e d

efin

ed p

roble

m u

sin

g t

he

soft

war

e usi

ng

pre

def

ined

met

ho

dolo

gy

WO

RK

ING

OF

BA

SIC

FE

AT

UR

ES

AN

D O

PE

RA

TIO

NS

OF

S

OF

TW

AR

E.

Few

ex

erci

ses

for

un

der

standin

g o

f to

ol.

20

1

2

CO

3

5

5a.

Coll

ect

dat

a re

late

d t

o a

ctual

pro

ble

m a

nd s

olv

e

usi

ng

met

hod

olo

gy

des

crib

ed.

C

AS

E S

TU

DY

S

om

e p

ract

ical

civ

il e

ngin

eeri

ng p

rob

lem

wil

l be

cod

ed a

nd

imp

lem

ente

d u

sing s

oft

war

e.

15

8

C

O4

6

6 a

. D

ocu

men

t an

d p

rese

nt

resu

lts

and c

on

clusi

ons

bas

ed o

n

solu

tio

ns

gen

erat

ed.

.

DO

CU

ME

NT

AT

ION

A

ND

PR

ES

EN

TA

TIO

N

Do

cum

enta

tion

for

mai

nta

inin

g

mo

dif

ying

and

op

erat

ional

inst

ruct

ions

for

usi

ng s

oft

war

e fo

r th

e ca

se s

tud

y. P

rese

nta

tio

n o

f

case

stu

dy

in f

orm

of

dem

on

stra

tio

n f

or

a gro

up o

f st

uden

t.

15

8

C

O5



Page 292



S.

No. ASSIGNMENTS

Topic

No.

Hours

Allotted

Mapped

CO

1 Document problem statement, objectives and assumptions

1 6 CO1

2 Document procedure of using software to solve the defined

problem. 2 4 CO2

3 Document terminologies related to software and related

methods 3 4 CO3

4 Solve predefined problems related to defined problem and

document results. 4 6 CO3

5 Collect data related to actual problem and solve using

methodology described. 5 4 CO4

6 Document and present results and conclusions based on

solutions generated. 6 6 CO5

-- Total -- 30 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Understanding Of

Tool

Complete

Understanding

Substantial

Understanding

Some



Errors

75 % Free Of



Timely Completion

Of Sub Activities Maximum Moderate Satisfactory Least




1 Software freeware/commercial ALL

2 Desktop PC’s ALL



Page 293


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




-- All topics 100 -- 20 60 80

Total 100 -- 20 60 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 All CO’s U/A Examination will be carried out on software (Hands

on) and will depend upon software used.


12. LEARNING RESOURCES (will be based on problem definition and software

selected)

• BOOKS


• WEBSITES




COURSE NAME Township Planning COURSE CODE R18CE5104


Page 294



Course Name Township Planning Course code R18CE5104

Course Category Specialised II Credits 5


Teaching scheme

Evaluation scheme



Total TERMWORK Practical Oral

Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total

Practical

Marks

OR

marks

Total

marks

3 2

80 20 20 05 -- - 25 - 25 150




1. RATIONALE

A student should know elements in a township their planning & execution. The Government has

allowed construction on mass scale on own agricultural lands to the extent of 100 acres or more to

form self sufficient townships. But these townships have to manage their own utility service systems.

A student should be made aware of these facts and should be taught the factors leading to site

selection. He should know the government procedures regarding land purchase, plan sanctioning etc.

He should be able to execute a township scheme and maintain the various services in order. He should

be able to liaise with the Govt. Officials.


Carry out surveys for Civil Engineering Works.



1. Prepare subdivision of land by adopting development control regulation.

2. Explain Role of FDI and approval of township from competent authority.

3. Explain various land uses and regulation of project through ventures.

4. State different agencies in housing & investment in housing sector.

5. State various planning acts for acquisition of land.

6. Classify various zones and types of survey for planning.

CO

UR

SE

NA

ME

T

ow

nsh

ip P

lan

nin

g

CO

UR

SE

CO

DE

R

18

CE

51

04

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

295

4.

CO

–

PO

MA

TR

IX

R

atin

g s

cale

‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w ‘

0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

Co

urs

e N

am

e :

To

wn

sh

ip P

lan

nin

g

Co

urs

e C

od

e:

R1

8C

E5

10

4

PO

1

Basi

c a

nd

Dis

cip

lin

e

Sp

ecif

ic

Kn

ow

led

ge

PO

2

Prob

lem

An

aly

sis

PO

3

Desi

gn

/Devel

op

men

t of

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

Eng

ineeri

ng

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Pla

n,

Dra

ft,

Deta

il

out

an

d E

stim

ate

Civ

il E

ng

ineeri

ng

wo

rk

s

PS

O 2

Su

pe

rvis

e C

on

str

uct

an

d

ma

inta

in C

ivil

En

gin

eeri

ng

Acti

vit

ies

CO

1

2

1

3

1

2

CO

2

1

1

2

1

CO

3

2

1

2

CO

4

3

2

1

CO

5

3

CO

6

2

1

1

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

T

ow

nsh

ip P

lan

nin

g

CO

UR

SE

CO

DE

R

18

CE

510

4

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

296

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

D

iffe

renti

ate

bet

wee

n T

ow

n P

lan

nin

g &

To

wnsh

ip

Pla

nnin

g.

1.2

S

tud

y o

f hie

rarc

hy i

n p

lannin

g.

2.1

L

ist

auth

ori

ty f

or

seek

ing s

anct

ion o

r ap

pro

val

.

1.3

D

escr

ibe

amen

itie

s in

the

tow

nsh

ip,

1.4

S

tate

DC

rule

s ap

pli

cab

le t

o t

ow

nsh

ip.

1.5

D

efin

e su

bdiv

isio

n o

f la

nd.

1.6

E

xp

lain

eff

ect

of

tow

nsh

ip o

n s

ervic

es p

rovid

ed b

y

the

loca

l b

od

y.

Intr

od

uct

ion

1

.1

Dif

fere

nce

bet

wee

n T

ow

n P

lan

nin

g a

nd T

ow

nsh

ip P

lan

nin

g.

Exte

nt

of

tow

nsh

ip.

H

iera

rch

y in

P

lannin

g.

Are

a o

f

infl

uen

ce.

Hori

zonta

l and v

erti

cal

gro

wth

.

1.2

A

men

itie

s in

th

e to

wnsh

ip a

nd d

esig

n o

f am

enit

ies.

1.3

C

om

pet

ent

Auth

ori

ty f

or

seek

ing s

anct

ion o

r ap

pro

val

.

1.4

D

C r

ule

s an

d r

elaxat

ion i

n D

C r

ule

s fo

r to

wnsh

ips.

1.5

S

ub

div

isio

n o

f la

nd.

1

.6

Eff

ect

of

tow

nsh

ip o

n se

rvic

es pro

vid

ed b

y th

e lo

cal

bod

y.

Auth

ori

ty t

o b

e se

t up

fo

r ad

min

istr

atio

n o

f to

wnsh

ip.

16

1

0

CO

1

2

2.2

C

alcu

late

exp

endit

ure

to b

e in

curr

ed f

or

the

pro

ject

team

s to

be

form

ed

for

risi

ng,

fin

ance

p

urc

has

e,

liai

sonin

g e

xec

uti

on.

2.3

E

xp

lain

FD

I in

tow

nsh

ip.

2.4

D

eter

min

e ti

me

nee

ded

for

com

ple

tio

n,

phas

ing o

ut

of

the

const

ruct

ion a

ctiv

ity.

2.5

S

tate

vari

ous

agen

cies

to b

e ap

poin

ted f

or

pla

nnin

g

and e

xec

uti

on o

f th

e p

roje

ct.

Fin

an

cin

g &

Exec

uti

ng t

he

Tow

nsh

ip P

roje

cts

2.1

E

xp

endit

ure

to b

e in

curr

ed f

or

the

tow

nsh

ip p

roje

ct.

Tea

ms

for

rais

ing f

inan

ce,

purc

has

e, l

iais

onin

g,

exec

uti

on,

sell

ing..

2.2

F

low

of

fun

ds

and F

DI

in T

ow

nsh

ip p

roje

cts.

2.3

P

has

ing o

ut

of

the

const

ruct

ion a

ctiv

itie

s an

d c

om

ple

tion t

ime

for

tow

nsh

ip p

roje

cts.

2.4

A

gen

cies

for

pla

nnin

g a

nd e

xec

uti

on o

f a

tow

nsh

ip p

roje

ct -

Arc

hit

ect,

Lan

dsc

ape

arch

itec

t, R

CC

Consu

ltan

t &

Contr

act

or,

Wat

er &

Ele

ctri

cal

consu

ltan

t, S

ecuri

ty,

Est

ate

man

ager

s.

12

7

CO

2

3

3.1

S

tate

vari

ous

lan

d u

ses

& t

hei

r co

lour

cod

es.

3.2

E

xp

lain

ex

ecuti

on o

n o

wn b

y b

uil

der

or

com

pan

y,

join

t ven

ture

b

asis

, fi

xin

g

of

rate

d

on

e fo

r jo

int

ven

ture

.

3.3

P

roce

dure

of

sele

ctio

n o

f si

te a

nd p

urc

has

e o

f la

nd.

3.4

S

tud

y o

f la

nd o

wn

ers

as s

har

e h

old

ers.

3.5

L

ist

docu

men

tati

on n

eed

ed f

or

pu

rchas

e o

f la

nd.

La

nd

& L

an

d u

se

3.1

V

ario

us

land u

ses

& t

hei

r co

lour

codes

.

3.2

E

xec

uti

on o

n o

wn b

y b

uil

der

or

com

pan

y. E

xec

uti

on o

n j

oin

t

ven

ture

bas

is.

Fix

ing o

f ra

te d

one

for

join

t ven

ture

3.3

P

ooli

ng o

f la

nd -

Purc

has

e o

f la

nd a

nd l

and o

wn

ers

as s

har

e

hold

ers.

3.4

S

elec

tio

n o

f si

te f

or

tow

nsh

ip.

Do

cum

enta

tio

n n

eeded

for

purc

has

e o

f la

nd.

12

7

CO

3

CO

UR

SE

NA

ME

T

ow

nsh

ip P

lan

nin

g

CO

UR

SE

CO

DE

R

18

CE

510

4

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

297

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4

4.1

S

tud

y o

f dif

fere

nt

agen

cies

for

ho

usi

ng.

4.2

E

xp

lain

dif

fere

nt

inv

estm

ent

in h

ousi

ng s

ecto

r.

Hou

sin

g

4.1

Im

port

ance

an

d

dem

and

of

ho

usi

ng.

Cla

ssif

icat

ion,

req

uir

emen

ts a

nd d

esig

n a

spec

ts o

f re

sid

enti

al b

uil

din

gs.

4.2

A

gen

cies

in h

ousi

ng.

HU

DC

O,

CID

CO

, M

HA

DA

, N

BF

C,

HD

FC

, L

IC h

ousi

ng f

inan

ce.

4.3

P

roble

ms

in h

ousi

ng s

ecto

r in

In

dia

.

4.4

In

ves

tmen

t in

ho

usi

ng s

ecto

r.

12

7

CO

4

5

5.1

S

tate

Mahara

shtr

a re

gio

nal

& t

ow

n p

lan

nin

g a

ct.

5.2

D

escr

ibe

rep

eal

of

urb

an

lan

d

ceil

ing

and

regula

tion a

ct.

5.3

D

efin

e la

nd a

cquis

itio

n a

ct.

5.4

E

xp

lain

Mahar

ashtr

a L

and R

even

ue

Cod

e.

5.5

S

tate

E

nvir

on

men

tal

Imp

act

Ass

essm

ent

of

tow

nsh

ip p

roje

cts.

La

ws

& C

od

es f

or

Pla

nn

ing

5.1

N

eed,

asp

ects

, ad

vanta

ges

& l

imit

atio

ns

of

law

s &

co

des

in

tow

nsh

ip p

lan

nin

g.

5.2

M

ahara

shtr

a R

egio

nal

& t

ow

n P

lannin

g A

ct.

5.3

R

epea

l o

f U

rban l

and c

eili

ng a

nd R

egula

tio

n A

ct.

5.4

L

and A

cquis

itio

n A

ct.

5.5

M

ahara

shtr

a la

nd R

even

ue

Co

de.

5.6

E

nvir

on

men

tal

Imp

act

Ass

essm

ent

of

Tow

nsh

ip P

roje

cts

.

16

1

0

CO

5

6

6.1

E

xp

lain

zonin

g.

6.2

S

tate

pri

nci

ple

s, a

dvan

tag

es,

asp

ect,

and e

con

om

y.

6.3

D

efin

e p

ow

ers,

map

s, t

ransi

tion z

one.

6.4

C

lass

ify v

ario

us

typ

es o

f su

rveys.

Zon

ing &

Civ

ic S

urv

eys

6.1

C

on

cep

t,

ob

ject

ives

, im

port

ance

, p

rin

ciple

s,

asp

ects

an

d

advan

tag

es o

f zo

nin

g.

6.2

T

ransi

tion

Zo

ne,

Z

onin

g

po

wer

s and

Map

s fo

r zo

nin

g.

Eco

nom

y o

f zo

nin

g.

6.3

C

ivic

Surv

eys

– C

once

pt

& n

eces

sity

of

civic

surv

eys.

Dat

a

and m

etho

ds

of

dat

a co

llec

tion i

n c

ivic

su

rveys.

6.4

D

raw

ings

and r

eport

s to

be

pre

par

ed f

rom

civ

ic s

urv

eys

.

12

7

CO

6



Page 298



Sr.

No. Practical (Assignments)

Topic

No.

Hours

Allotted

Mapped

CO

1 Subdivision of land taking in to account the prevailing DC

rules. 1 6 CO1

2 Listing of roles of various agencies involved in planning &

execution of various agencies in township planning. 2 2 CO2

3 Preparing an information brochure, professional type, of the

above subdivision with due regards to colour codes. 3 4 CO3

4 Detailed study of profile of a housing agency. 4 2 CO4

5 Study of case for land acquisition for township or Listing

salient feature of MRTP act 2 2 CO5

6 Neighborhood planning conforming to the present zoning and

other norms. 5 6 CO6

-- Total -- 22 --

Sr.


Topic

No.

Hours

Allotted

Mapped

CO

1 Planning and arranging a technical visit to a township

scheme and preparing & submitting a report on it. 1 4 CO1

2

Planning and arranging expert’s lecture on a law/code

applicable to township planning and preparing and

submitting a report on it.

5 2 CO5

-- Total -- 6 --

Sr.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure And


Structured But


Quantity of

Information

All Subtopics

Covered In Detail

All Subtopics

Are Mostly

Covered

Some of The

Subtopics Are Not

Covered In Detail

Some of The

Subtopics Are Not

Covered

Quality of

Information

Clear Description With Supporting

Details

Clear

Description With

Some Supporting

Details

Clear Description With Lack of

Supporting Details

Irrelevant

Information


Clear

Documentation

With Some

Missing Links

Part Documentation

With Missing Links

Documentation

With Number of

Missing Links



Page 299

Category 4 3 2 1

Graphics

Neat ,Accurate And


Neat And

Accurate

Some Illustrations

Are Misleading And Redundant

Least Accurate And

Not Neat

Group Activity

Maximum

Coordination And

Effort

Fair

Coordination

And Effort

Lack Coordination

And Effort Least Participation

Timely Completion


Overall



Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning

but proper

execution

Improper planning

& execution

Quality of

report,

graphics and

presentation.



relevant & neat

graphics and well


Clear description



messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Timely






1 Different Drawing Tools 1, 2, 5

2 Desktop Computers 1, 2, 5

3 LCD Projector 1, 2, 5


Topic

No. Topic Title

Mapped CO

% OR

Emphasis




I Introduction CO1 4 4 8 16

II Financing & Executing

Township Projects CO2 4 4 4 12

III Land & Land use CO3 4 4 4 12

IV Housing CO4 4 4 4 12



Page 300

Topic

No. Topic Title

Mapped CO

% OR

Emphasis




V Laws & Codes for Planning CO5 4 4 8 16

VI Zoning & Civic Surveys CO6 4 4 4 16

Total -- 24 24 32 80


EXAMINATIONS

Sr.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Differentiate between Town Planning and

Township Planning.

2 1 CO1 U Explain principles of land subdivision.

3 1 CO1 A Write various amenities in the township.


• BOOKS

Sr.


1 Town Planning G. K. Hiraskar Dhanpat Rai, Delhi.

2 Town Planning S. C. Rangwala Charotor Publishing House, Anand.

3 Text book of town planning A. Bandopadhyay Books and Allied, Calcutta

4 The Urban Pattern Arther Gallion CBS, Delhi.

5 Town Planning Act 1966 -- Govt. of Maharashtra Publication

6 Maharashtra Land Revenue Code -- Govt. of Maharashtra Publication

7 Urban Land ceiling & regulation Act. -- Govt. of India Publication



1 Autodesk Autocad software Autodesk Student version

• WEBSITES

Sr. No. Address

1 Website of Town Planning Department Maharashtra State,

https://urban.maharashtra.gov.in



Page 301

Sr. No. Address

2 Website of Pune Municipal Corporation

https://pmc.gov.in/en/Department of Town Planning

3 Website of Pimpari Chinchvad Municipal Corporation

https://www.pcmcindia.gov.in/townplanning.php

4 Website of Pimpari Chinchvad New Town Development Authority https://www.pcntda.org.in/





COURSE NAME Advanced Structural Design COURSE CODE R18AM5106


Page 302



Course Name Advanced Structural Design Course code R18AM5106

Course Category Specialized II Credits 5


Teaching scheme

Evaluation scheme



Total TERMWORK Practical Oral

Theory

Allotted hrs

Practical

Allotted hrs

ESE

marks

TTA

marks

TW

marks

SW

Marks

AS

marks

TU

marks

TW

Total

Practical

Marks

OR

marks

Total

marks

3 2

80 20 20 05 -- -- 25 - 25 150




Oral -OR

1. RATIONALE This is specialized subject who will enable students to understand design principles and procedures for structural components like continuous slabs and beams, columns & footings subjected to moments,

water tanks, etc. A Civil Engineering technocrat needs to understand the behaviour of various

structural components for developing insight for the design concept. Advanced Structural Design is

the specialized subject for the Civil Engineering which comprises of knowhow of Analysis and Design

concept of Reinforced Concrete structures. In the design of RCC structures Limit State Method is to

be used as per IS: 456-2000 for analysis and design and IS: 875-1987 is to be used for Loading

Standards, IS: 3370 is used for water retaining structures.


The aim of this course is to help the student to attain the industry identified competency through the

concepts of RCC design of various structural components.



1. Design of a continuous one way and two way slabs.

2. Analyze & Design of a compression members subjected with moments.

3. Design of a RCC dog legged and cantilever staircase.

4. Design of a RCC cantilever retaining wall.

5. Design of circular water tanks with flexible and rigid base.

6. Design of RCC column footing subjected with axial compression and moments.

CO

UR

SE

NA

ME

A

dva

nce

d S

tru

ctu

ral

Des

ign

C

OU

RS

E C

OD

E

R1

8A

M5

10

6

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 3

03

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Ad

va

nced

Str

uctu

ral

Desi

gn

Co

urs

e C

od

e:

R1

8A

M5

10

6

PO

1

Basi

c a

nd

Dis

cip

lin

e

specif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

practi

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

2

3

2

CO

2

3

3

CO

3

3

3

2

3

1

CO

4

2

3

CO

5

3

2

2

1

CO

6

3

Rat

ing

sca

le ‘

3’

for

hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

fo

r no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D S

EM

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

A

dva

nce

d S

tru

ctu

ral

Des

ign

C

OU

RS

E C

OD

E

R18

AM

51

06

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 3

04

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.N

o.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Un

it I

: D

esig

n o

f R

eta

inin

g W

all

s 1

a. E

xp

lain

ret

ainin

g w

all

and i

ts t

ypes

.

1b.E

xpla

in v

ario

us

stab

ilit

y ch

ecks

1c.

An

alysi

s &

Des

ign o

f re

tain

ing w

all

subje

cted

to l

evel

led e

arth

back

fill

.

1.1

Nec

essi

ty o

f re

tain

ing w

alls

, dif

fere

nt

typ

es o

f w

alls

an

d

load

ing c

ondit

ions.

1.2

Act

ive

eart

h p

ress

ure

, d

epth

o

f fo

un

dat

ion,

bas

e pre

ssure

, IS

45

6-2

000

sp

ecif

icat

ions

for

stab

ilit

y re

quir

emen

ts.

1.3

Num

eric

al p

roble

ms

on d

esig

n o

f ca

nti

lev

er t

ype

reta

inin

g w

all

(Lev

elle

d e

arth

bac

kfi

ll o

nly

). C

hec

ks

for

Sta

bil

ity,

Des

ign o

f

stem

, D

esig

n o

f to

e sl

ab,

Des

ign o

f h

eel

slab

. R

einfo

rcem

ent

det

aili

ng

16

10

C

O1

2

Un

it-I

I D

esig

n o

f co

mp

ress

ion

mem

ber

s su

bje

cted

wit

h m

om

ents

. 2

a.C

alcu

late

th

e ult

imat

e lo

ad ca

rryin

g

cap

aci

ty

of

the

colu

mn i

n t

he

giv

en l

oadin

g c

on

dit

ion.

2b.D

esig

n s

hort

colu

mn f

or

the

giv

en a

xia

l lo

ad a

nd

mo

men

t.

2.1

Intr

odu

ctio

n t

o P

u-M

u I

nte

ract

ion D

iagra

ms,

Conce

ntr

ic

axia

l lo

ad (

Pu

z),

des

ign o

f co

lum

ns

usi

ng c

har

ts,

2.2

Des

ign o

f co

lum

ns

sub

ject

ed t

o a

xia

l co

mp

ress

ion a

nd

uni-

axia

l ben

din

g,

colu

mns

sub

ject

ed t

o a

xia

l

com

pre

ssio

n a

nd b

iaxia

l b

endin

g (

only

intr

od

uct

ion).

12

6

CO

2

3

Un

it-I

II :

Des

ign

of

RC

C S

tair

case

3a.

Cal

cula

te v

ario

us

loads

on t

he

wai

st s

lab o

f a

dog l

egged

sta

irca

se.

3b.

Des

ign o

f w

aist

sla

b o

f a

dog l

egg

ed

stai

rcas

e fo

r giv

en r

ise,

tre

ad,

wid

th,

and

num

ber

of

step

s w

ith s

upp

ort

ing b

eam

s at

the

ends

of

flig

ht,

p

aral

lel

to s

teps.

3c.

Dra

w r

einfo

rcem

ent

det

aili

ng d

iagra

m o

f

t

ypic

al f

lig

ht

of

a dog l

egg

ed s

tair

case

3.1

Var

ious

clau

ses

in

IS4

56-2

000

re

gar

din

g

effe

ctiv

e sp

an an

d

load

cal

cula

tio

n f

or

typic

al f

light

of

a d

og l

egged

sta

irca

se.

3.2

Load

cal

cula

tion f

or

a ty

pic

al f

lig

ht

of

a d

og l

egged

sta

irca

se

wit

h l

oad d

istr

ibuti

on o

n l

andin

g s

lab a

s per

IS

45

6-2

000

.

3.3

Des

ign o

f w

aist

sla

b o

f a

do

g l

egg

ed s

tair

case

fo

r giv

en r

ise,

trea

d,

wid

th,

and n

um

ber

of

step

s, w

ith s

up

port

ing b

eam

s at

th

e

ends

of

flig

ht,

par

alle

l to

ste

ps.

3.4

Rei

nfo

rcem

ent

det

aili

ng o

f ty

pic

al f

lig

ht

of

dog l

egged

and c

anti

lev

er s

tair

case

12

8

CO

3

4

Un

it-I

V :

Des

ign

of

Con

tin

uou

s S

lab

s

4a.

Id

enti

fy t

yp

e o

f sl

ab f

rom

dra

win

g.

4b.

Des

ign &

dra

win

gs

of

rein

forc

emen

t d

etai

ls

o

f on

e-w

ay

conti

nuous

slab

and t

wo

-way

c

onti

nuo

us

slab

.

4.1

Def

init

ion a

nd c

lass

ific

atio

n o

f sl

abs

as o

ne-

way

and

two

-way

conti

nuo

us

slab

s, s

upp

ort

co

ndit

ions,

mai

n a

nd

d

istr

ibuti

on

stee

l.

4.2

Num

eric

al p

rob

lem

s on d

esig

n o

f on

e-w

ay c

onti

nuo

us

s

lab w

ith c

orn

ers

hel

d d

ow

n (

res

trai

ned

).

4.3

Num

eric

al p

rob

lem

s on d

esig

n o

f tw

o-w

ay

conti

nu

ous

16

10

C

O4

CO

UR

SE

NA

ME

A

dva

nce

d S

tru

ctu

ral

Des

ign

C

OU

RS

E C

OD

E

R18

AM

51

06

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 3

05

S.N

o.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4c.

Ap

ply

ch

ecks

for

shea

r and d

efle

ctio

n.

slab

wit

h c

orn

ers

hel

d d

ow

n (

res

trai

ned

).

5

Un

it-V

: D

esig

n o

f ci

rcu

lar

wa

ter

tan

ks

wit

h

flex

ible

an

d r

igid

ba

se.

5a.

Des

ign c

ircu

lar

wat

er t

ank w

ith f

lexib

le b

ase.

5b.

Des

ign c

ircu

lar

wat

er t

ank w

ith r

igid

bas

e.

5c.

Dra

w r

ein

forc

emen

t d

etai

ls o

f w

ater

tank.

5.1

C

lass

ific

atio

n,

per

mis

sib

le s

tres

ses

in c

oncr

ete

and s

teel

, jo

ints

in t

anks,

bas

e sl

ab o

f ta

nk.

5.2

Des

ign o

f ci

rcula

r ta

nk r

esti

ng o

n g

roun

d w

ith f

lexib

le

join

t bet

wee

n t

he

wal

ls a

nd t

he

bas

e ,

5.3

Des

ign o

f ci

rcula

r ta

nk r

esti

ng o

n g

rou

nd w

ith f

ixed

join

t b

etw

een t

he

wal

ls a

nd t

he

bas

e, R

ein

forc

emen

t d

etai

ling

12

6

CO

5

6

Un

it-V

I: D

esig

n o

f fo

oti

ng

su

bje

cted

wit

h a

xia

l

com

pres

sion

an

d m

om

ents

6

a. D

esig

n i

sola

ted s

quare

footi

ng s

ubje

cted

to

axia

l lo

ad a

nd m

om

ent.

6

b.

Dra

w r

ein

forc

emen

t d

etai

ls o

f fo

oti

ng.

6.1

Typ

es o

f F

ooti

ngs,

Lo

cati

ng c

entr

e of

gra

vit

y o

f fo

oti

ng,

pro

port

ionin

g b

ase

6.2

Des

ign o

f fo

oti

ng s

ubje

cted

to a

xia

l lo

ad a

nd m

om

ent,

ch

eck f

or

on

e-w

ay s

hea

r, c

hec

k f

or

two-

way s

hea

r,

Intr

od

uct

ion a

bo

ut

com

bin

ed f

ooti

ng

(

No d

etai

led

des

ign)

12

8

CO

6



Page 306


S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Design of a RCC cantilever retaining wall. 1 4 CO1

2 Analyze & Design of a compression members subjected with

moments. 2 4 CO2

3 Design of a RCC dog legged and cantilever staircase 3 4 CO3

4 Design of a continuous one way and two way slabs 4 4 CO4

5 Design of circular water tanks with flexible and rigid base. 5 4 CO5

6 Design of RCC column footing subjected with axial

compression and moments 6 4 CO6

-- Total -- 24 --

S.


Topic

No.

Hours

Allotted

Mapped

CO


S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure Very Well


Structured But


Understanding Of

Analytical Concepts

Complete

Understanding

Substantial

Understanding

Some

Understanding

Limited

Understanding

Mathematical

Errors Least Errors 90 % Free Of Errors

75 % Free Of

Errors

50 % Free Of

Errors

Graphics

Neat ,Accurate

And Enhance

Understanding

Neat And Accurate

Some Illustrations

Are Misleading

And Redundant

Least Accurate

And Not Neat

Timely Completion


Overall




Page 307


Topic

No. Topic Title

Mapped

CO %

OR

Emphasis




I Design of a RCC cantilever

retaining wall. CO1 - 4 12 16

II Analyze & Design of columns

subjected with moments. CO2 6 - 6 12

III Design of a RCC dog legged and

cantilever staircase CO3 - 4 8 12

IV Design of continuous one way

and two way slabs. CO4 4 - 12 16

V Design of circular water tanks

with flexible and rigid base. CO5 - - 12 12

VI

Design of RCC column footing

subjected with axial compression

and moments

CO6 - 4 8 12

Total 10 12 58 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO6 R Describe various types of combined footings.

2 1 CO6 U Explain design steps for the footing when it is subjected to axial load and moment.

3 1 CO6 A

A RCC column 400mm X 400mm carries an axial

load of 1000 KN and moment 110KNm @ major

axis. Calculate the size of footing.


• BOOKS


1 Limit State Theory and Design Dr. S. R. Karve &

Dr. V. L. Shah

Structures

ISBN-10: 819037172X

ISBN-13: 978-8190371728

2 R.C.C. Design M. G. Shah and

C. M. Kale.

Laxmi Publications

ISBN: 9789351380962,

ISBN :9351380963

3 Limit State Design P. C. Varghese

Eastern Economy Edition

ISBN: 9788120320390,

ISBN: 8120320395

5 IS:456-2000

Plain and Reinforced Concrete

Bureau of Indian

Standards BIS

6 IS:875 Design loads (other than

earthquake) for buildings and structures

Bureau of Indian

Standards BIS



Page 308


7 IS:3370 (I and II) Concrete structures for

the storage of liquids

Bureau of Indian

Standards BIS

• WEBSITES

S. No. Address


2 http://www.sefindia.org/

3 www.slideshare.net/asif108/

4 www.youtube.com/watch?v=2L1DTLV8bQk

5 www.civilengineersforum.com




COURSE NAME Building Services COURSE CODE R18CE5102


Page 309


DiplomaProgramme CIVIL

Course Name Building Services Course code R18CE5102

Course Category Specialized III Credits 5


Teaching scheme

Evaluation scheme




Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 2

80 20 20 05 -- - 25 - @25 150



End semester examination-ESE, Two tests average-TTA, Term Work- TW, Student Activity-SW,

Assignments –AS, Tutorials- TU, Oral -OR

1. RATIONALE

Effective building cannot be created in absence of essential services, hence the civil engineer shall also

be well versed with some of the common services related with the buildings. Also building cannot be

used for occupancy unless various services required for effective working of a building is provide. It creates healthy & working environment in the building. By considering design aspect and recent

materials student will develop skills and ability to become an entrepreneur for these services.


Develop entrepreneurship skills and acquaint the knowledge for providing various services in the

building.



1. Apply suitable material by calculating heat loss and heat gain in building.

2. Describe suitable method to create better lighting and ventilation.

3. Select suitable material and method for prevention of dampness, leakages in the building.

4. Suggest suitable material and technique for acoustical treatment.

5. Select appropriate material and technique to treat building from termite and fire protection.

6. Plan and design the water supply and drainage system for small building.

CO

UR

SE

NA

ME

B

uil

din

g S

ervic

es

CO

UR

SE

CO

DE

R

18

CE

510

2

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

310

4.

CO

–P

O M

AT

RIX

Co

urs

e N

am

e:

Bu

ild

ing

Serv

ices

Co

urs

e C

od

e:

R1

8C

E5

10

2

PO

1

Basi

c a

nd

Dis

cip

lin

e S

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t of

Solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d

Test

ing

PO

5

En

gin

eerin

g P

racti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rnin

g

PS

O 1

Co

nst

ruc

tio

n

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ructi

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

1

3

2

1

3

1

CO

2

1

2

2

2

1

CO

3

1

2

1

2

CO

4

1

2

3

3

1

CO

5

1

2

1

1

1

2

CO

6

3

2

1

1

1

3

Rat

ing s

cale

‘3

’ fo

r h

igh

, ‘

2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

for

no c

orr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

B

uil

din

g S

ervic

es

CO

UR

SE

CO

DE

R

18

CE

51

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

311

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

1.1

Dis

cuss

nec

essi

ty a

nd p

rin

ciple

s of

ther

mal

insu

lati

on.

1.2

App

ly d

iffe

rent

insu

lati

ng m

ater

ial

to m

inim

ize

hea

t gai

n a

nd l

oss

in t

he

buil

din

g.

1.3

Sta

te t

he

var

ious

met

ho

ds

of

ther

mal

insu

lati

on.

1.4

Cal

cula

te h

eat

loss

, hea

t gai

n a

nd t

her

mal

tran

smit

tance

val

ue.

Th

erm

al

Insu

lati

on

of

Bu

ild

ing

1.1

Th

erm

al

Insu

lati

on

–

Intr

od

uct

ion,

Nec

essi

ty,

Def

init

ion

of

term

s,

pri

nci

pal

s o

f th

erm

al i

nsu

lati

on.

1.2

Hea

t tr

ansf

er,

com

fort

fa

ctors

, hea

t ex

chan

ge

of

buil

din

g,

clim

atic

zon

es o

f In

dia

.

1.3

Th

erm

al

insu

lati

on

typ

es,

form

s &

fi

nis

hes

, m

eth

ods

of

ther

mal

insu

lati

on.

Funct

ion o

f In

sula

tio

n,

Ad

vanta

ges

.

1.4

Cal

cula

tio

n o

f hea

t lo

ss &

hea

t gai

n,

ther

mal

tra

nsm

itta

nce

val

ue.

16

08

CO

1

2

2.1

Dis

cuss

the

nec

essi

ty o

f ven

tila

tion,

air

con

dit

ionin

g a

nd l

ighti

ng i

n b

uil

din

g.

2.2

Sta

te t

he

syst

ems

of

ven

tila

tio

n a

nd a

ir

con

dit

ionin

g.

2.3

Expla

in t

he

com

fort

fact

ors

fo

r v

enti

lati

on.

2.4

Des

crib

e dif

fere

nt

met

hods

to c

reat

e b

ette

r

lighti

ng a

nd v

enti

lati

on.

2.5

Sel

ect

suit

able

typ

e of

air

condit

ion s

yst

em f

or

vari

ous

buil

din

g a

ccord

ing t

o c

on

dit

ion.

Ven

tila

tion

, A

ir c

on

dit

ion

ing a

nd

Lig

hti

ng

2.1

Ven

tila

tio

n –

Def

init

ion,

Co

mfo

rt f

act

ors

, S

yste

ms

of

ven

tila

tio

n,

Win

d

effe

ct,

Sta

ck e

ffect

, N

eces

sity

of

ven

tila

tio

n,

ori

enta

tion w

ith r

esp

ect

to

ven

tila

tio

n.

Are

a of

op

enin

g C

alcu

lati

on.

2.2

Lig

hti

ng-

Pri

nci

pal

s, d

ay

lighti

ng,

Des

ign o

f w

ind

ow

s, s

ky

Com

pon

ent,

ori

enta

tion,

arti

fici

al a

nd s

upp

lem

enta

ry i

llum

inat

ion.

2.3

Air

Co

ndit

ionin

g -

Def

init

ion,

purp

ose

an

d p

rin

cipal

s of

com

fort

ai

r

condit

ionin

g.

2.4

Ess

enti

al o

f id

eal

air

con

dit

ionin

g s

yste

ms.

Sys

tem

s of

air

condit

ionin

g

thei

r in

stal

lati

on &

work

ing.

12

08

CO

2

3

3.1

Sta

te t

he

effe

ct o

f dam

pnes

s o

n b

uil

din

g.

3.2

Sel

ect

suit

able

mat

eria

l fo

r pre

ven

tion o

f

dam

pnes

s, w

ater

pro

ofi

ng o

f b

uil

din

g.

3.3

Sug

ges

t su

itab

le m

eth

od o

r te

chniq

ue

for

dam

p

pro

ofi

ng,

wat

er p

roo

fin

g o

f b

uil

din

g.

3.4

Des

crib

e th

e ch

ara

cter

isti

cs a

nd p

rop

erti

es o

f

the

mat

eria

l use

d f

or

dam

p p

roo

fing a

nd w

ater

pro

ofi

ng.

Da

mp

pro

ofi

ng

an

d W

ate

r P

roo

fin

g

3.1

Sou

rces

of

dam

pn

ess.

Eff

ects

of

dam

pnes

s.

3.2

Tec

hniq

ues

o

f dam

p p

reven

tio

n.

Mat

eria

ls u

sed fo

r dam

p p

roo

fin

g.

Dam

p p

roo

fing t

reat

men

t in

buil

din

gs.

3.3

Def

init

ion &

nec

essi

ty o

f w

ater

pro

ofi

ng,

Conv

enti

onal

an

d a

dvan

ced

met

hods

of

wat

er p

roofi

ng.

3.4

Wat

er

pro

ofi

ng

trea

tmen

t in

W

.C,

Bat

hro

om

, T

erra

ce.

Pre

cauti

ons

tak

en w

hil

e doin

g w

ater

pro

ofi

ng.

12

08

CO

3

4

4.1

Sta

te t

he

char

act

eris

tics

of

soun

d.

4.2

Dis

cuss

the

aco

ust

ical

def

ects

.

4.3

Sel

ect

the

suit

able

mat

eria

l an

d t

echniq

ue

for

Aco

ust

ic &

Sou

nd

In

sula

tion

4

.1 I

ntr

odu

ctio

n,

char

act

eris

tic

of

au

dib

le s

ou

nd.

Beh

avio

r of

sou

nd a

nd i

ts

effe

ct,

Aco

ust

ical

def

ects

.

16

08

CO

4

CO

UR

SE

NA

ME

B

uil

din

g S

ervic

es

CO

UR

SE

CO

DE

R

18

CE

51

02

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

312

Sr.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

aco

ust

ical

tre

atm

ent.

4.4

Cal

cula

te a

bso

rpti

on p

ow

er a

nd r

ever

ber

atio

n

tim

e fo

r aco

ust

ical

des

ign.

4.2

Sou

nd A

bso

rpti

on,

Soun

d a

bso

rben

ts or

aco

ust

ical

m

ater

ials

& th

eir

requir

emen

t, a

bso

rpti

on p

ow

er &

rev

erb

erat

ion t

ime

calc

ula

tio

n.

4.3

Aco

ust

ics

of

Buil

din

g.

Req

uir

emen

t &

co

ndit

ions

of

go

od a

coust

ics.

Pri

nci

ple

s in

aco

ust

ical

Des

ign.

4.4

Eff

ect

an

d t

yp

es o

f N

ois

e, T

ransm

issi

on o

f n

ois

e, c

om

fort

sta

ndar

ds,

nois

e co

ntr

ol,

so

und i

nsu

lati

on.

5

5.1

Sta

te t

he

effe

ct t

erm

ite

on b

uil

din

g.

5.2

Sel

ect

suit

able

mat

eria

l fo

r pre

ven

tion o

f te

rmit

e

pro

ofi

ng a

nd f

ire

pro

tect

ion o

f b

uil

din

g.

5.3

Sug

ges

t su

itab

le m

eth

od o

r te

chniq

ue

for

term

ite

pro

ofi

ng a

nd f

ire

pro

tect

ion o

f b

uil

din

g.

5.4

Des

crib

e th

e ch

arac

teri

stic

s and p

rop

erti

es o

f

the

mat

eria

l use

d f

or

term

ite

pro

ofi

ng a

nd f

ire

pro

tect

ion.

5.5

Sta

te t

he

nec

essi

ty o

f ho

me

auto

mat

ion.

Ter

mit

e P

roo

fin

g &

Fir

e P

rote

ctio

n o

f B

uil

din

g &

Hom

e A

uto

ma

tion

5

.1

Ter

mit

e pro

ofi

ng -

Ess

enti

als

of

term

ite

pro

ofi

ng,

term

ite-

pro

ofi

ng

met

hod.

5.2

F

ire

Pro

tect

ion-

Fir

e sa

fety

, fi

re l

oad

, gra

din

g o

f occ

upan

cies

by

fire

load

. F

ire

resi

stant

const

ruct

ion o

f w

alls

, c

olu

mns,

roo

fs,

floors

, w

all

op

enin

g &

fir

e es

cap

e el

emen

ts

5.3

F

ire

Layo

ut,

fi

re

hyd

rant,

dif

fere

nt

tools

an

d

equip

men

t use

d

to

pre

ven

t fi

re,

fire

ala

rm.

5.4

In

trod

uct

ion

to

Hom

e auto

mat

ion,

advan

tag

es

and

dis

advanta

ges

,

elem

ents

of

ho

me

auto

mat

ion,

syst

em o

f h

om

e au

tom

atio

n.

12

08

CO

5

6

6.1

Expla

in t

he

pri

nci

ple

s gov

ernin

g f

or

des

ign o

f

wat

er s

upp

ly s

yste

m a

nd b

uil

din

g d

rain

ag

e.

6.2

Enli

st v

ario

us

fast

enin

g a

nd f

ixtu

res

req

uir

ed f

or

wat

er s

upp

ly a

rrang

emen

t in

buil

din

g.

6.3

Des

crib

e p

roce

du

re f

or

takin

g s

ervic

e

con

nec

tio

n.

6.4

Sta

te v

ari

ous

pro

ble

ms

occ

urr

ed a

nd r

emed

ial

mea

sure

s in

wat

er s

upp

ly a

rran

gem

ent.

6.5

Lis

t var

ious

app

urt

ance

s an

d f

itti

ngs

req

uir

ed

for

house

dra

inag

e sy

stem

.

6.6

Dis

cuss

the

met

ho

ds

of

test

ing o

f dra

inage

line.

Bu

ild

ing w

ate

r su

pp

ly a

nd

dra

ina

ge

6.1

P

rin

cip

les

go

ver

nin

g d

esig

n o

f b

uil

din

g w

ater

supp

ly s

yst

em.

Layo

ut

of

wat

er s

upp

ly a

rrang

emen

t. E

stim

atin

g w

ater

quan

tity

req

uir

emen

t.

6.2

W

ater

sup

ply

fix

ture

s – f

erru

le,

goose

nec

k,

stop

cock

, b

ib c

ock

, ta

p

cock

, m

ixer

, sh

ow

ers,

non r

eturn

val

ve,

wat

er m

eter

s.

6.3

V

ario

us

typ

es o

f dis

trib

uti

on p

ipes

an

d f

itti

ngs,

tes

tin

g,

insp

ecti

on a

nd

mai

nte

nance

of

buil

din

g w

ater

sup

ply

syst

em.

6.4

D

efin

itio

n o

f te

rms,

Aim

s an

d P

rinci

ple

s use

d i

n h

ouse

dra

inage.

6.5

P

ipes

and t

raps,

fun

ctio

n,

char

acte

rist

ics,

San

itar

y fi

ttin

gs.

6.6

S

epti

c ta

nk,

Gull

y tr

ap c

ham

ber

, in

spec

tio

n c

ham

ber

, IT

C,

manh

ole

,

test

ing o

f dra

inage

syst

em.

12

08

CO

6



Page 313

7. PRACTICAL –ASSIGNMENTS-STUDENT ACTIVITIES- (Separate table for

each )

S.

No. Assignments

Topic

No.

Hours

Allotted

Mapped

CO

1 Study of different thermal insulation material and methods

of thermal insulation 01 02 CO1

2 Study of functional requirement and systems of ventilation. 02 02 CO2

3 Study of working & installation of different kinds of air

conditioning systems used in public building. 02 02 CO2

4

Comparative study on technical & economic points of

different kinds of water proofing chemicals available and

popular in its local market from self collected market

information.

03 02 CO3

5 Study of acoustical materials and its installation in

buildings. 04 02 CO4

6 Study by handling in person at site/shop of various water

supply fixtures. 05 02 CO6

7 Study by handling in person at site/in shop of various

drainage fixtures. 06 02 CO6

8 Drawing of water supply arrangement for small buildings. 05 04 CO6

9 Drawing of drainage arrangement for small buildings. 06 04 CO6

-- Total -- 22 --

S. No.

Student Activity Topic

No. Hours

Allotted Mapped

CO

1

Study by actual site/factory visit or video of construction,

working & installation of different kinds of fire

extinguishing systems used in high-rise building.

05 04 CO3

2

Study by actual site/factory visit or video of working &

installation of home automation system used in residential or

public building.

06 04 CO5

-- Total -- 08 --

S.

No. Practical

Topic

No.

Hours

Allotted

Mapped

CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure Very well

structured

Well

constructed

Structured but

missing links Unstructured

Understanding of concepts Complete

understanding

Substantial

understanding

Some

understanding

Limited

understanding

Graphics

Neat ,accurate and

enhance

understanding

Neat and

accurate

Some illustrations

are misleading and

redundant

Least accurate

and not neat




Page 314

Category 4 3 2 1



Category 4 3 2 1


disruptive behavior

Rarely display occasionally almost

Writing

Well written

organized clear and

easy

Adequately Fairley Poorly


concise


concise

Unclear Incompletes

and not concise

Effort Always on task Mostly Sometime Rarely


effectively

Orderly and little

effectively

orderly Not orderly

Rubricks for Orals

Category 4 3 2 1


disruptive behavior Rarely display occasionally almost

Delivery

Relaxed, Self

confident, show natural

body movement

Demonstrate quick

recovery from

minor mistake

Nervous, self

conscious and

monotone voice

Poorly performed


concise

Mostly clear and


Incompletes and not

concise

Vocabulary

Wide range of


no repetition.

Quite Wide range

of vocabulary and

there is not lot of

repetition

Some new

vocabulary and

few new

expression

Student tends to repeat

words all the time.

Presentation Orderly and effectively Orderly and little


Body

Language


aren’t nerves

expression

Keep eye contact

and few nerves

expression

Doesn’t Keep eye

contact and some

nerves expression

Do not try to Keep eye

contact and some

nerves expression


Topic

No. Topic Title

Mapped CO % OR

Emphasis


Cognitive level Total Marks Remember Understand Apply

1 Thermal Insulation of Building CO1 04 08 04 16

2 Ventilation, Air conditioning

and Lighting CO2 02 06 04 12

3 Damp proofing and Water

Proofing CO3 02 06 04 12

4 Acoustic & Sound Insulation CO4 02 08 06 16

5

Termite Proofing and Fire

protection of building & Home

automation

CO5 04 08 00 12

6 Building Water Supply and

Building Drainage CO6 02 06 04 12

Total -- 16 42 22 80



Page 315


EXAMINATIONS

S.

No Unit

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Enlist different thermal insulating material.

2 1 CO1 U Describe thermal balance equation..

3 1 CO1 A Calculate heat gain and heat loss as per given data.


• BOOKS


1 Plumbing Design & Practice S. Deolalikar McGraw – Hill, New Delhi Tata.

2 Building Services Prof. S. M. Patil Patil Publication, Mumbai

3 A to Z of Practical bldg. & its

management Sandeep Mantri Satya Prakshan , New Delhi.

4 Building Construction Bindra & arora Dhanpat Rai Publishing

5 Building Construction Rangwala Chorotor Publishing house, Anand.

6 National Building Code 2006 BIS Bureau of Indian standards, New Delhi.

• MAGAZINES

Sr No Name of Title

1 Indian Plumbing Today

2 Sourcing Hardware For a Complete Building Products Business

3 Better Homes and Gardens

4 Civil Engineering and Construction Review


6 The Master Builder

7 Architecture + Design

• WEBSITES

S. No. Address

1 https://sanitaryware.org

2 https://www.slideshare.net

3 https://en.wikipedia.org

4 www.youtube.com




COURSE NAME Geo Informatics COURSE CODE R18CE5107


Page 316



Course Name Geo Informatics Course code R18CE5107

Course Category Specialised III Credits 5


Teaching scheme

Evaluation scheme




Theory

Allotted

Hrs

Practical

Allotted

Hrs

ESE

marks

TTA

marks

TW

marks

SW

marks

AS

marks

TU

Marks

Total Practical

Marks

OR

marks

Total

marks

3 2

80 20 16 05 04 - 25 - 25@ 150



End Semester Examination - ESE, Two tests average - TTA, Term Work - TW, Student Activity - SW,

Assignments – AS, Tutorials - TU, Oral - OR, @ - Internal Oral

1. RATIONALE

In many instances civil engineer requires to decide about planning, design and execution of the

project. Effective decisions cannot be made in absence of adequate information. To generate such

information lot of spatial & attribute data is required. Much of such data can be collected reliably in

stipulated time & cost by Remote Sensing (RS). This data is converted in to information & made

available almost in no time to the managers’ end through a Geographic Information System (GIS).

Through this course students will be introduced to RS & GIS, the alternatives to conventional

surveying and maps and very useful in resources planning & management.


Carry out surveys for civil engineering works.


After completing this course Students will be able to

1. State the role of electromagnetic energy in remote sensing.

2. Explain the characteristics of RS platforms, sensors, programs & products.

3. Carry out image interpretation.

4. Use remote sensing products & systems.

5. Explain characteristics and role of every component of GIS.

6. Describe functions and applications of GIS.

CO

UR

SE

NA

ME

G

eo I

nfo

rma

tics

C

OU

RSE

CO

DE

R

18

CE

51

07

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

317

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Geo I

nfo

rm

ati

cs

Co

urs

e c

od

e:

R1

8C

E5

10

7

PO

1

Basi

c a

nd

Dis

cip

lin

e S

pecif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

An

aly

sis

PO

3

Desi

gn

or

Develo

pm

en

t

of

So

luti

on

s

PO

4

En

gin

eeri

ng

To

ols

,

Ex

peri

men

tati

on

an

d T

est

ing

PO

5

En

gin

eeri

ng

Pra

cti

ces

for

Socie

ty,

su

stain

ab

ilit

y a

nd

En

vir

on

men

t

PO

6

Pro

ject

Ma

nag

em

en

t

PO

7

Lif

e-L

on

g

Lea

rn

ing

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ructi

on

execu

tio

n,

sup

ervis

ion

an

d m

ain

ten

an

ce

CO

1

3

1

CO

2

3

1

CO

3

3

1

1

1

CO

4

3

1

1

1

CO

5

3

1

1

CO

6

2

3

1

1

Rat

ing

sca

le‘3

’ fo

r hig

h,

‘2’

for

med

ium

, ‘1

’ fo

r lo

w

‘0’

for

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PEC

TE

D

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

AS

SIG

NM

EN

TS

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

G

eo I

nfo

rma

tics

C

OU

RSE

CO

DE

R

18

CE

510

7

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

318

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1.

Rem

ote

Sen

sin

g (

RS

) &

Ele

ctro

mag

net

ic E

ner

gy

1

a. D

efin

e el

ectr

om

agn

etic

en

erg

y.

1b

. S

tate

suit

abil

ity

of

dif

fere

nt

bands

of

elec

tro

mag

net

ic

spec

tru

m i

n r

emote

sen

sin

g.

1c.

Poin

t o

ut

imp

ort

ance

of

inte

ract

ion o

f E

M e

ner

gy

wit

h

atm

osp

her

e.

1d.

Sta

te t

he

role

inte

ract

ion o

f E

M e

ner

gy

in i

den

tifi

cati

on

of

eart

h o

bje

cts.

1e.

Dra

w s

pec

tral

ref

lect

ance

cu

rve

for

wat

er,

veg

etat

ion

& s

oil

.

1.1

Ele

ctro

mag

net

ic en

erg

y. E

lect

rom

agn

etic

sp

ectr

um

. S

pec

tral

regio

ns.

In

tera

ctio

n

of

EM

en

erg

y w

ith

atm

osp

her

e –

Sca

tter

ing,

abso

rpti

on &

ref

ract

ion.

Atm

osp

her

ic w

indo

w.

1.2

Inte

ract

ion

of

EM

en

erg

y w

ith

eart

h

ob

ject

s –

R

efle

ctio

n,

emis

sio

n,

scat

teri

ng,

tran

smis

sion &

abso

rpti

on.

Fund

am

enta

l

equ

atio

n o

f R

S.

1.3

Iden

tifi

cati

on o

f m

atte

r b

y el

ectr

om

agn

etic

en

erg

y. S

pec

tral

sign

atu

re.

Sp

ectr

al s

ignat

ure

for

wat

er,

veg

etat

ion &

so

il.

12

7

CO

1

2.

RS

Pla

tform

s, S

enso

rs,

Pro

gra

ms

& P

rod

uct

s 2

a. D

iffe

renti

ate

the

pla

tform

s fo

r re

mote

sen

sin

g.

2b

. C

lass

ify t

he

senso

rs f

or

rem

ote

sen

sing.

2c.

Co

mpare

th

e re

solu

tions

of

the

rem

ote

sen

sors

.

2d.

Lis

t th

e ch

aract

eris

tics

of

RS

sat

elli

te p

rogra

ms.

2e.

Sel

ect

rem

ote

sen

sing d

ata

pro

duct

s.

2.1

Pla

tfo

rms

for

rem

ote

sen

sin

g:

Air

born

e –

Bal

loo

ns

& a

ircr

aft

s,

Sp

ace

born

e –

Geo

stat

ionar

y &

Sun s

yn

chro

no

us

sate

llit

es.

2.2

Rem

ote

se

nso

rs

&

thei

r ty

pes

. C

om

monly

use

d

senso

rs.

Res

olu

tio

n o

f se

nso

rs.

2.3

RS

sat

elli

te p

rog

ram

s –

Fea

ture

s &

cap

abil

itie

s of

LA

ND

SA

T,

SP

OT

& I

RS

.

2.4

RS

dat

a pro

duct

s: P

hoto

gra

phs

- B

lack

& w

hit

e and c

olo

ure

d,

fals

e co

lour

com

posi

tes,

mosa

ic &

ort

hop

hoto

. D

igit

al i

mag

es.

16

10

C

O2

3.

Inte

rpre

tati

on

of

Rem

ote

ly S

ense

d I

ma

ges

3

a. L

ist

the

asp

ects

of

photo

gra

phic

inte

rpre

tati

ons.

3b

. C

arry

out

geo

-ref

eren

cin

g o

f a

RS

im

age.

3c.

Dis

ting

uis

h m

eth

ods

& k

eys

of

vis

ual

inte

rpre

tati

on.

3d.

Inte

rpre

t th

e R

S i

mag

e vis

ual

ly.

3e.

Des

crib

e act

ivit

ies

in d

igit

al i

mag

e pro

cess

ing.

3.1

Intr

od

uct

ion.

Asp

ects

of

ph

oto

gra

phic

in

terp

reta

tion

s.

Geo

-

refe

ren

cing o

f R

S i

mag

es.

3.2

Vis

ual

inte

rpre

tati

on:

Met

hods

to s

tud

y R

S i

mag

es -

Lo

gic

al

sear

ch

&

fish

ing

Exp

edit

ion.

Photo

in

terp

reta

tion

k

eys

-

Sel

ecti

on &

eli

min

atio

n.

Ele

men

ts o

f vis

ual

inte

rpre

tati

on.

3.3

Dig

ital

Im

age

pro

cess

ing

–

Rec

tifi

cati

on,

enhan

cem

ent,

tran

sfo

rmat

ion &

cl

assi

fica

tion of

an im

ag

e. D

ata

mer

gin

g.

Ref

eren

ce d

ata

or

gro

un

d t

ruth

.

12

7

CO

3

4.

Ap

pli

cati

on

s o

f R

emote

Sen

sin

g

4a.

Des

crib

e th

e ap

pli

cati

ons

of

rem

ote

sen

sing.

4b

. S

tate

pri

nci

pal

of

LID

AR

sca

nn

er s

urv

ey.

4.1

App

lica

tio

ns

of

Rem

ote

Sen

sing f

or

- L

and u

se &

lan

d c

over

map

pin

g,

Dis

aste

r m

anag

emen

t,

reso

urc

e in

ven

tory

&

managem

ent,

map

pin

g.

12

7

CO

4

CO

UR

SE

NA

ME

G

eo I

nfo

rma

tics

C

OU

RSE

CO

DE

R

18

CE

510

7

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pa

ge

319

Sr.

No.

Un

it T

itle

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

4c.

Expla

in t

he

mob

ile

map

pin

g s

yste

m.

4d.

Lis

t ad

van

tages

&

li

mit

atio

ns

of

un

der

gro

un

d uti

lity

surv

ey.

4e.

Des

crib

e th

e m

eth

ods

of

un

der

gro

un

d u

tili

ty s

urv

ey.

4.2

LID

AR

Sca

nner

surv

ey –

Intr

od

uct

ion,

pri

nci

ple

, in

stru

men

t,

met

hod t

o w

ork

wit

h L

IDA

R S

cann

er,

suit

abil

ity

of

LID

AR

scan

ner

surv

ey.

Mob

ile

map

pin

g s

yste

ms.

4.3

Un

der

gro

und

uti

lity

su

rvey

–

Intr

odu

ctio

n,

nec

essi

ty,

adv

anta

ges

&

li

mit

atio

ns.

Met

ho

ds

of

un

der

gro

un

d

uti

lity

surv

ey –

In

du

ctiv

e, aco

ust

ic &

m

agn

etic

. C

able

lo

cato

rs &

Gro

und P

robin

g R

adar

(G

PR

).

5.

Intr

od

uct

ion

to G

eogra

ph

ic I

nfo

rma

tion

Sy

stem

5

a. D

efin

e G

IS a

nd l

ist

its

ob

ject

ives

.

5b

. D

escr

ibe

the

com

po

nen

ts o

f G

IS.

5c.

Dif

fere

nti

ate

spat

ial

and a

spat

ial

dat

a.

5d.

Co

mpare

vec

tor

an

d r

aste

r dat

a.

5e.

Expla

in t

he

pro

cess

of

managem

ent

of

aspat

ial

dat

a.

5.1

Intr

od

uct

ion,

def

init

ion &

ob

ject

ives

of

GIS

. C

om

pon

ents

of

GIS

– P

eople

, p

roce

dure

, hard

war

e, s

oft

war

e &

dat

a. S

pat

ial

& a

ttri

bute

dat

a.

5.2

Sp

atia

l dat

a m

odel

s –

V

ecto

r &

R

aste

r -

cap

abil

itie

s,

adv

anta

ges

, dis

adv

anta

ges

. F

orm

s o

f vec

tor

dat

a –

P

oin

ts,

lin

es &

poly

gon.

5.3

Manag

emen

t o

f as

pat

ial

dat

a. D

atab

ase

man

agem

ent

syst

em -

Nee

d,

char

act

eris

tics

, fu

nct

ions,

ad

vanta

ges

, dis

advan

tag

es &

use

s.

Key

s an

d d

ata

mo

del

s in

DB

MS

for

GIS

.

12

7

CO

5

6.

Fu

nct

ion

s &

Ap

pli

cati

on

s of

GIS

6

a. L

ist

the

fact

ors

aff

ecti

ng s

elec

tion o

f dat

a.

6b

. D

escr

ibe

fun

ctio

ns

of

GIS

.

6c.

Sel

ect

the

met

hods

of

dat

a an

alysi

s.

6d.

Expla

in a

pp

lica

tio

ns

of

GIS

.

6e.

Sta

te e

rrors

in a

nd l

imit

atio

ns

of

GIS

.

6.1

Met

adat

a &

Fac

tors

aff

ecti

ng d

ata

sele

ctio

n.

Dat

a acq

uis

itio

n

for

GIS

.

6.2

Funct

ions

of

GIS

–

In

putt

ing,

man

ipula

tion,

manag

emen

t,

qu

ery

& a

nal

ysi

s an

d v

isual

izat

ion.

6.3

Dat

a an

alysi

s –

Dat

a, to

polo

gic

al &

car

togra

phic

m

odel

ing.

Net

work

anal

ysis

. O

ver

layin

g.

Spat

ial

stat

isti

cs.

6.4

App

lica

tio

ns

of

GIS

–

E

levat

ion

mo

del

ing.

Slo

pe,

In

ter

vis

ibil

ity

& W

ater

shed

anal

ysis

. E

rro

rs i

n G

IS.

Lim

itat

ions

of

GIS

.

16

10

C

O6



Page 320

7. PRACTICAL –SSIGNMENTS - STUDENT ACTIVITIES - TUTORIALS

Sr.

No.

Practical

(Student should perform all of following practicals)

Unit

No.

Hours

Allotted

Mapped

CO

1. Interpret given RS image visually. 3 4 CO3

2. Locate a underground utility such as a electrical cable using

active remote sensing instrument. 4 2 CO4

3. Review features & capabilities of QGIS software. 5 2 CO5

4. Utilize interface and tools in QGIS software. 5 4 CO5

5. Create vector data set in GIS (By scanning, digitization & geo-

referencing of paper map). 6 2 CO6

6. Link attributes data set to a vector data set. 6 2 CO6

7. Network/overlay/buffer or such other analysis on data set

created in practical numbers 5 & 6. 6 4 CO6

- Total - 20 -

Sr.

No. Assignments

Unit

No.

Hours

Allotted

Mapped

CO

1. Study of important radiometric quantities, theories of

electromagnetic energy and basic laws of radiation. 1 2 CO1

2. Study of features & applicability of various latest remote

sensing data products available with NRSA. 2 2 CO2

- Total - 4 -

Sr.


Unit

No.

Hours

Allotted

Mapped

CO

1. Visit to an office of a RS professional & submitting report of it.

4 2 CO4

2.

Collecting information about features & functionalities about

commercial GIS software & submitting it along with term

work.

5 2 CO5

3.

Arranging Expert’s lecture on applications of GIS in Civil

Engineering. Report on it shall be prepared & submitted


6 2 CO6

- Total - 6 -

Sr.

No. Practical

Unit

No.

Hours

Allotted

Mapped

CO

- Practical –assignments-student activities submission - 2 -

- Total -- 32 -

Instructions:








Page 321

Remarks:

1. The list of practicals/tutorials/student activities given above is suggestive. One or more such

practicals/tutorials/student activities can be replaced with another or modified to attain the

expected outcomes and proficiency more effectively.

2. The practicals/assignments/student activities should be so designed that students acquires

outcomes in all domains - cognitive, psychomotor and affective.


practicals/assignments/student activities, it will also lead to development of outcomes in

affective domain also.

4. The affective domain outcomes (social skills & attitudes) those will be developed through

practicals/assignments/student activities includes – practice good housekeeping, maintain

instruments & tools, demonstrate working as a team member & a leader and follow safety &

ethical practices.

5. Acquisition of outcomes such as valuing, organizing and characterizing under affective

domain will take place in the student gradually over three years of diploma program.

6. The skills associated with each of the practical/assignment/student activity are to be assessed

using the ‘Rubrics’ given under ‘Evaluation Scheme for Practicals/Assignments/Student

Activities’.


ACTIVITIES


Category 4 3 2 1

Experimental

procedure &

handling of the

instruments

Follows procedure as

instructed and

safe & correct handling of the

instruments

Little oversight

towards procedure,


the instruments

Considerable

oversight towards

procedure, safety and handling of the

instruments

Careless about the

procedure

safety & handling

of the instruments.

Data

documentation,

data analysis &

results

interpretation

Correct

Documentation of all

data, Correct

calculations and

Error in result


is within the limit

Correct

documentation of

majority of data,

Minor errors in

calculations and

Error in results


is not within the limit

Incorrect

documentation of

majority of data,

Major errors in

calculations and

Error in result

worked out

incorrectly.

Incomplete &

wrong

documentation of

data,

Incomplete &

wrong calculations

and Error in result

not worked out.


share to work

Sometimes depends

on others to complete

the work

Many times depends

on others to complete

the work

Always depends on

others to complete

the work


activity


Overall




Page 322


Category 4 3 2 1

Quantity & Source of

information

All subtopics

covered in detail

& clear

documentation

of sources of

information

All subtopics are

mostly covered

and clear

documentation of

sources of

information with

some missing

links

Some of the

subtopics are not

covered in detail

and part

documentation of

sources of

information with

some missing

links

Some of the

subtopics are not

covered at all and

part

documentation of

sources of

information with

too many missing

links

Quality of information,

graphics and presentation.

Clear description

with all

supporting details, relevant

& neat graphics

and well

structure

presentation.

Clear description

with some

supporting details, relevant

but messy

graphics. and

structured

presentation.

Clear description

with no

supporting

details, neat but irrelevant

graphics and

structured

presentation with

missing links.

Irrelevant

description, irrelevant &

messy graphics

and unstructured

presentation.

Understanding of concepts

and mistakes

Complete

understanding

and no mistakes

Substantial

understanding

and 90 %

Free of mistakes

Some

understanding

and 75 % free of

mistakes

Limited

understanding

and 50 % free of

mistakes




Category 4 3 2 1

Leadership

qualities

Assume the role

willingly &

demonstrate ability

fully

Assume the role

willingly but

demonstrate ability

partly

Assume the role

unwillingly though

demonstrate ability

fully

Assume the role

unwillingly &

demonstrate ability

partly

Planning &

Execution

Proper planning &

execution

Proper planning but

improper execution

Improper planning

but proper

execution

Improper planning

& execution

Quality of

report,

graphics and

presentation.



relevant & neat

graphics and well


Clear description



messy graphics. and

structured

presentation.

Clear description

with no supporting

details, neat but

irrelevant graphics

and structured

presentation with

missing links.

Irrelevant

description,

irrelevant & messy

graphics and

unstructured

presentation.

Timely


Overall


Rubrics for Oral

Category 4 3 2 1

Knowledge of

Course

content


main points and


the question.


main points and


the question.

States most of the

main points but miss


to the question.

States few main

points and details

in answer to the

question.



Page 323

Category 4 3 2 1

Delivery

Effectively and


information while


considering the

audience

Adequately delivers



and considering the

audience.

Delivers the


not stay on topic.


on audience.

Little or no

attempt is made to

deliver the

information and

stay on topic.



is no repetition.

Quite Wide range of


is not lot of

repetition


new expression


the time.

Body

Language and

eye contact


and eye contact.

Most of the times





contact

Plump posture and

very little eye

contact



1 Remotely sensed images 1

2 Cable Locator 2

3 Computers & its peripherals 3 to 7

4 QGIS software 3 to 7


TopicNo.

Unit Title

Mapped

CO% OR

Emphasis




I Remote Sensing (RS) &

Electromagnetic Energy CO1 4 4 4 12

II RS Platforms, Sensors, Programs

& Products CO2 4 4 8 16

III Interpretation of Remotely

Sensed Images CO3 4 4 4 12

IV Applications of Remote Sensing CO4 4 4 4 12

V Introduction to Geographic

Information System CO5 4 4 4 12

VI Functions & Applications of GIS CO6 4 4 8 16

Total 24 24 32 80

Note: This specification table shall be used as general guide lines to assist students for learning and

to assist teachers for teaching and assessment. The actual distribution of marks in the question paper

may vary from the above table.



Page 324


EXAMINATIONS

Sr.

No. Unit

Mapped

CO

Cognitive level

R/U/A Question

1 6 CO6 R Illustrate factors affecting selection of data for GIS.

2 6 CO6 U Explain manipulation as function of GIS.

3 6 CO6 A Prepare brief note on application of GIS in

watershed analysis.


• BOOKS


1 Surveying, Vol . III Dr. B. C. Punmia,


ISBN 10: 8170088259

ISBN 13: 9788170088257

2 Surveying, Vol. II Dr. K. R. Arora Standard Book house, Delhi.

ISBN:978-81-89401-24-5

3 Surveying, Vol. II S. K. Duggal


ISBN 13: 978-0-07-053471-1

ISBN 10: 0-07-053471-3

4 Surveying

A. Bannister,

S. Raymond &

R. Baker


ISBN 81-317-0066-6

5 Higher Surveying Dr. A. M. Chandra


ISBN 10: 8122438121,

ISBN 13: 9788122438123

6 Advanced Surveying Shelar, Mali, Patil Nirali Prakashan, Pune.

978-93-5164-351-7

7 Fundamentals of RS George Joseph University Press (I), Hyderabad.

ISBN 978 93 86235 46 6

8 Principles of Remote

Sensing Paul J. Curran

Longman Scientific & Technical,

Hongkong.

ISBN-13: 978-0582300972

ISBN-10: 0582300975

9 Remote Sensing and Image

Interpretation

T. M. Lillesand,

R. W. Kiefer &

J. W. Chipman

John Willey and Sons (Asia) Pvt. Ltd.,

New Delhi.

ISBN: 978-1-118-34328-9

10 Textbook of RS and GIS Anji Reddy, M.

BS Publications, Hyderabad.

ISBN 10: 9381075972

ISBN 13: 9789381075975

11 Remote Sensing & GIS Basudeb Bhatiya Oxford University Press,

ISBN: 9780198072393

12 An Introduction to GIS Ian Heywood

Pearson Education Asia

ISBN-13: 978-0273722595

ISBN-10: 027372259X

13 Fundamentals of GIS D. Chakraborthy &

R. Sahoo

Viva Books, Delhi

ISBN-10: 8130900416

ISBN-13: 978-8130900414



Page 325


14 Principles of GIS P. A. Burrough, R. A. McDonnell

Oxford University Press ISBN: 9780198742845

15 Concept & Techniques of

GIS Lo & Yeung


ISBN-13: 978-0131495029

ISBN-10: 013149502X

16 Learning & Using GIS W. Gorr &

K. Kurland

Cengage Learning (I), Delhi.

ISBN-13: 978-1418835583

ISBN-10: 1418835587

17 The GIS Book George B. Korte

OnWord Press U.S.

ISBN-10: 1566900476

ISBN-13: 978-1566900478



1 QGIS – An open source GIS software. -- Freeware

• WEBSITES

Sr. No. Address

1 www.nrsa.gov.in

2 www.remotesensing.org

3 www.iirs-nrsa.gov.in

4 www.gisdevelopment.com


6 www.wikipedia.com




COURSE NAME Earthquake Engineering COURSE CODE R18AM5110


Page 326



Course Name Earthquake Engineering Course code R18AM5110

Course Category Specialized III Credits 5


Teaching scheme

Evaluation scheme


Theory outcome Practical outcome Practical Oral Total

Theory

Allotted

hrs

Practical

Allotted

hrs

ESE

marks

TTA

marks

TW

marks

SW

Marks

AS

marks

TU

marks

TW

Total

Practical

Marks

OR

marks

Total

marks

3 2

80 20 20 05 -- -- 25 - @25 150




1. RATIONALE

This course is the specialized subject for Civil Engineering. The students having interest in

structural engineering and perceive career in this field have a better option to choose this

course. Earthquake is a natural disaster phenomenon which could not be denied but its impact

on the structure can be reduced by proper analysis and design to minimize loss of property

and lives. In recent past, a major part of the peninsular India experienced earthquakes

periodically; therefore study of earthquake engineering is introduced in the curriculum of final

year civil engineering diploma students.


The aim of this course is to help the student to attain the following industry identified competency through implementing Indian Standard codal provisions for construction of

Earthquake Resistant Buildings.



1. Explain the terminology and concepts used in earthquake engineering discipline.

2. Determine the intensity of the earthquake based on the causes of earthquake in the

given site condition.

3. Prepare the plan of the building for seismic sustainability in the given situation.

4. Predict the failure pattern of the building due to construction defect.

5. Supervise construction of masonry building to improve seismic behaviour.

6. Implement various codal provisions for construction of buildings.

7. Implement safety precautions in pre and post earthquake situations to minimize loss and restore public utility services.

CO

UR

SE

NA

ME

E

art

hq

uak

e E

ng

inee

rin

g

CO

UR

SE

CO

DE

R

18

AM

51

10

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 3

27

4.

CO

–P

O M

AT

RIX

Co

urse

Na

me:

Ea

rth

qu

ake E

ng

ineeri

ng

Co

urs

e C

od

e:

R1

8A

M5

11

0

PO

1

Basi

c a

nd

Dis

cip

lin

e

specif

ic

kn

ow

led

ge

PO

2

Pro

ble

m

an

aly

sis

PO

3

Desi

gn

/

develo

pm

en

t o

f

solu

tio

ns

PO

4

En

gin

eeri

ng

To

ols

,

Ex

pe

rim

en

tati

on

an

d T

est

ing

PO

5

En

gin

eerin

g

pra

cti

ces

for

socie

ty,

sust

ain

ab

ilit

y a

nd

en

vir

on

men

t

PO

6

Proje

ct

Ma

nag

em

en

t

PO

7

Lif

e-l

on

g

lea

rnin

g

PS

O 1

Co

nst

ru

cti

on

pla

nn

ing

an

d

deta

ilin

g

PS

O 2

Co

nst

ru

cti

on

ex

ecu

tio

n,

sup

erv

isio

n a

nd

ma

inte

na

nce

CO

1

2

3

2

CO

2

3

3

CO

3

3

3

2

3

1

CO

4

2

3

CO

5

3

2

2

1

CO

6

3

Rat

ing s

cal

e ‘3

’ fo

r hig

h,

‘2

’ fo

r m

ediu

m,

‘1’

for

low

‘0

’ f

or

no

corr

elat

ion

5.

CO

UR

SE

MA

P

EX

PE

CT

ED

CO

MP

ET

EN

CY

CO

S'S

TH

EO

RY

OU

TC

OM

E

EN

D

EX

AM

INA

TIO

N

TE

ST

PR

AC

TIC

AL

OU

TC

OM

E

TE

RM

WO

RK

ST

UD

EN

T

AC

TIV

ITY

OR

AL

TO

PIC

S A

ND

LO'S

CO

UR

SE

NA

ME

E

art

hq

ua

ke

En

gin

eeri

ng

C

OU

RS

E C

OD

E

R1

8A

M51

10

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 3

28

6.

DE

TA

ILE

D C

OU

RS

E C

ON

TE

NT

S

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

1

Un

it I

: In

trod

uct

ion

to e

art

hq

uak

e en

gin

eeri

ng

1a.

Def

ine

var

ious

term

s.

1b.

Exp

lain

sei

smic

wav

es

1c.

Id

enti

fy

app

ropri

ate

Sei

smic

zo

ne

fro

m

zon

e

map

.

1.1

Def

init

ion

and

mea

nin

g

of

term

s:

Fo

cus,

E

pic

ente

r,

Foca

l

dep

th,

fore

shock

s, a

fter

shock

s, m

agnit

ud

e &

inte

nsi

ty

of

Ear

thq

uake.

Sei

smic

wav

es,

Bod

y w

av

es.

1.2

Nat

ura

l per

iod,

fun

dam

enta

l nat

ura

l p

erio

d,

nodal

nat

ura

l

per

iod,

resp

onse

sp

ectr

um

, se

ism

ic

mas

s,

seis

mic

w

eig

ht,

stru

ctura

l re

sponse

fa

cto

r, t

ime

his

tory

anal

ysi

s, e

arth

quake

zones

, zon

e m

ap,

zer

o p

erio

d a

ccel

erat

ion.

1.3

Mea

sure

men

t of

eart

hq

uak

e sh

akin

g &

its

work

ing

pri

nci

ple

, R

ichte

r sc

ale.

16

8

CO

1

2

Un

it-I

I :

Cau

ses

an

d e

ffec

ts o

f ea

rth

qu

ak

e 2

a. E

xp

lain

fo

rmat

ion o

f ea

rth a

nd m

ov

emen

t o

f

tect

onic

pla

tes.

2b.

Des

crib

e dam

age

to t

he

buil

din

gs

and w

ater

bodie

s d

ue

to e

arth

quak

e.

2.1

Form

atio

n

of

eart

h

and

its

core

s.

Form

atio

n,

typ

es

&

mo

vem

ent

of

tect

onic

pla

tes,

Ela

stic

reb

ou

nd t

heo

ry,

Typ

es

of

eart

hq

uak

e &

Fau

lts.

2.2

Gro

und s

hak

ing,

Gro

und f

ailu

re,

Tsu

nam

i an

d f

ire.

12

8

CO

2

3

Un

it-I

II :

Gen

era

l p

lan

nin

g a

nd

des

ign

asp

ects

3

a. E

xp

lain

dif

fere

nt

term

s fo

r ea

rthq

uake

resi

stan

t

buil

din

g

3b.

Dra

w v

ario

us

stab

le g

eom

etri

c sh

apes

of

buil

din

gs

3c.

Sel

ect

app

ropri

ate

site

for

ea

rthq

uak

e re

sist

ant

buil

din

g

3.1

Ter

min

olo

gy

for

Ear

thq

uak

e re

sist

ant

Buil

din

g:

Bas

e,

bas

e dim

ensi

ons,

cen

tre

of

mas

s, c

entr

e of

stif

fnes

s,

d

esig

n

ecce

ntr

icit

y, d

esig

n s

eism

ic b

ase

shea

r (V

b),

d

iap

hra

gm

, st

ore

y d

rift

, s

tore

y sh

ear,

w

eak s

tore

y

3.2

Pla

n o

f B

uil

din

g-

sym

met

ry,

regula

rity

, se

par

atio

n o

f

blo

cks,

sim

pli

city

, e

ncl

ose

d a

rea,

sep

ara

te b

uil

din

g f

or

dif

fere

nt

fun

ctio

ns,

soft

s

tore

y ef

fect

3.3

Choic

e o

f si

te-

Sta

bil

ity

of

slop

es,

loose

san

d

12

6

CO

3

4

Un

it-I

V :

Con

cret

e a

nd

m

aso

nry

bu

ild

ing

s

4a.

Enli

st d

iffe

rent

cause

s o

f fa

ilu

re o

f b

uil

din

gs.

4b

. Est

imat

e dam

ag

e to

bri

ck m

aso

nry

buil

din

gs.

4c.

Est

imat

e dam

ag

e to

sto

ne

mas

onry

buil

din

gs.

4d.

Imple

men

t g

ener

al r

ule

s to

im

pro

ve

seis

mic

beh

avio

r o

f m

aso

nry

buil

din

gs.

4.1

Typ

ical

dam

age

an

d

fail

ure

o

f b

rick

m

asonry

, ca

use

s of

dam

ages

in b

rick

mas

onry

.

4.2

Dam

age

to b

uil

din

gs:

Sli

din

g o

f ro

of

of

supp

ort

, fa

llin

g o

f

infi

ll w

alls

, cr

ush

ing of

colu

mn en

ds,

dia

go

nal

cr

ack

ing o

f

colu

mn

bea

m

join

ts,

pull

ing

out

of

rein

forc

em

ent

bar

s,

fou

ndat

ion s

inkin

g a

nd t

ilti

ng.

4.3

Typ

ical

dam

age

an

d

fail

ure

o

f st

on

e m

asonry

, ca

use

s of

12

8

CO

4

CO

UR

SE

NA

ME

E

art

hq

ua

ke

En

gin

eeri

ng

C

OU

RS

E C

OD

E

R1

8A

M51

10

Cu

sro

w W

ad

ia I

nst

itu

te o

f T

ech

no

log

y,

Pu

ne

1,

Civ

il E

ng

ine

eri

ng

De

pa

rtm

en

t, R

18

Cu

rric

ulu

m

Pag

e 3

29

S.

No.

Un

it O

utc

om

es (

UO

s)

Top

ics

an

d S

ub

-top

ics

Marks

Hours

Mapped

CO

dam

ages

in s

ton

e m

aso

nry

4.4

Pre

cauti

ons

to i

mp

rov

e ea

rthq

uake

resi

stan

ce o

f

mas

onry

b

uil

din

gs:

m

ort

ar,

wal

l en

closu

re,

op

enin

gs

in

wal

ls,

mas

onry

bo

nd,

hori

zo

nta

l b

ands,

se

ctio

n

of

ban

ds,

do

wel

s at

co

rner

s an

d

jun

ctio

ns,

ver

tica

l re

info

rcem

ent

in

wal

ls

5

Un

it-V

: C

od

al

pro

vis

ion

s an

d d

esig

n p

hil

oso

ph

y

5a.

Im

ple

men

t g

ener

al

pro

vis

ions

for

const

ruct

ion

of

eart

hqu

ake

resi

stan

t buil

din

g.

5b

. Ch

eck

rein

forc

emen

ts

in

dif

fere

nt

stru

ctura

l

elem

ents

.

5c.

Est

imat

e b

ase

shea

r fo

r si

mp

le b

uil

din

g f

ram

es.

5.1

IS

: 1

89

3 (

par

t I)

-20

02

: G

ener

al p

rovis

ions

an

d p

rin

ciple

s

for

des

ign o

f ea

rthq

uak

e re

sist

ant

buil

din

gs.

5.2

IS

:13

92

0-1

993

D

uct

ile

det

aili

ng

of

RC

C

stru

cture

s

sub

ject

ed

to se

ism

ic

forc

es:

Sk

etch

es

wit

h

rein

forc

em

ent

det

ails

of

colu

mns,

bea

ms

and b

eam

to c

olu

mn c

onn

ecti

ons

sho

win

g

longit

udin

al

stee

l ,

spli

cing

of

stee

l,

tran

sver

se

stee

l, s

tirr

up

s.

5.3

Det

erm

inat

ion o

f d

esig

n b

ase

shea

r usi

ng e

quiv

alen

t

sta

tic

late

ral

forc

e m

ethod,

dis

trib

uti

on

of

des

ign

b

ase

shea

r.

16

10

C

O5

6

Un

it-V

I: D

isast

er m

an

ag

emen

t in

ea

rth

qu

ak

e

situ

ati

on

6a.

Im

ple

men

t sa

fety

m

easu

res

for

buil

din

gs

to

min

imiz

e d

am

ag

e.

6b

. Mai

nta

in a

nd r

esto

re p

ub

lic

uti

lity

ser

vic

es.

6c.

Tak

e st

eps

to e

nhance

ear

thq

uake

resi

stan

t of

exis

tin

g b

uil

din

gs

and n

ew c

onst

ruct

ion f

rom

pas

t le

arnin

g.

6.1

Guid

elin

es f

or

Ear

thq

uak

e pre

par

edn

ess:

Indiv

idual

, H

om

e

and c

om

mu

nit

y pla

nnin

g

6.2

Post

ear

thq

uake

handli

ng o

f b

uil

din

g,

Lif

elin

es,

Roads,

Bri

dg

es,

com

mu

nic

atio

n s

yst

ems,

elec

tric

ity,

wat

er d

istr

ibuti

on s

yst

ems

6.3

Lea

rnin

g f

rom

Pro

min

ent

pas

t ea

rthq

uak

es i

n I

ndia

: K

oyn

a,

Kil

lari

( L

atur)

, Ja

bal

pur,

Bhuj.

12

6

CO

6



Page 330


S.


Topic

No.

Hours

Allotted

Mapped

CO

1

Define Focus, Epicenter, Focal depth, foreshocks,

aftershocks, magnitude and intensity of Earthquake,

Seismic waves, Body waves. Explain Richter’s scale.

1 4 CO1

2

State the earthquake zones with zone map and state any four

cities in India in each earthquake zone. List out the causes

and damages that can be occurred in the masonry and

concrete structures due to earthquake.

2 4 CO2

3

List out the repairing methods for framed buildings against

earthquake damages. Check the plan of any one structure for

suitability against earthquake.

3 4 CO3

4

Decide the structural sustainability of existing masonry

structure against earthquake shocks. Decide the structural

sustainability of existing framed structure against earthquake

shocks

4 4 CO4

5

Draw typical sketches of beam, column and beam to column

junction showing reinforcement details as per I.S. 13920-

1993. State and explain various methods to determine

earthquake forces as per Indian standard

5 4 CO5

6

Enumerate the damages occurred to the structures during

Killari and Bhuj earthquakes. List out the retrofitting

methods to improve seismic behavior of masonry structures.

6 4 CO6

-- Total -- 24 --


No.

Hours

Allotted

Mapped

CO



Hours Allotted

Mapped CO


-- Total -- 32 --


ACTIVITIES


Category 4 3 2 1

Structure Very Well Structured Well Constructed Structured But Missing

Links Unstructured

Understanding of Analytical Concepts

Complete Understanding

Substantial Understanding

Some Understanding Limited

Understanding

Mathematical Errors Least Errors 90 % Free of

Errors 75 % Free of Errors 50 % Free of Errors

Graphics Neat ,Accurate And


Neat And

Accurate

Some Illustrations Are

Misleading And Redundant

Least Accurate And

Not Neat

Timely Completion of Activity




Page 331

Category 4 3 2 1

Overall



Topic

No. Topic Title

Teaching

Hours




1 Introduction to earthquake

engineering 10 4 4 8 16

2 Causes and effects of earthquake 06 4 4 4 12

3 General planning and design

aspects 08 4 4 4 12

4 Concrete and masonry buildings 10 4 4 8 16

5 Codal provisions and design

philosophy 08 4 4 4 12

6 Disaster management in

earthquake situation 06 4 4 4 12

Total 48 24 24 32 80


EXAMINATIONS

S.

No Topic

Mapped

CO

Cognitive level

R/U/A Question

1 1 CO1 R Define: Focus, Epicenter, Focal depth.

2 1 CO1 U Explain various types of seismic waves.

3 1 CO1 A Show different earthquake zones in the map of

India.


• BOOKS


1 Earthquake Resistant

Design of Structures

Pankaj Agarwal and

Manish Shrikhande

Prentice Hall of India ISBN-10 8120328922

ISBN-13 9788120328921

2 Elements of Earthquake

Engineering

Jai Krishna, A. R.

Chandrashekharan and B. Chandra

South Asian Publishers Pvt Ltd.

ISBN-10 8170031834 ISBN-13 9788170031833

3 A Textbook of Earthquake Resistant

Structure

Dr. S. M. Dumne Nikita Publication Latur

ISBN 978-93-85124-09-9

4 Earthquake Resistant

Design of Structures Duggal S. K.

Oxford University Press

ISBN10 0198083521 ISBN-13 9780198083528



Page 332

• I. S. Codes

1 IS:1893( Part I):2002 ,Indian Standard Criteria for Earthquake Resistant Design of

Structures- General Provisions and Buildings , BIS, New Delhi.

2 IS: 13920:1993 Ductile Detailing of Reinforced Concrete Structures subjected to

Seismic forces-Code of Practice, BIS, New Delhi.

3 IS:456:2000 - Plain and Reinforced concrete code of Practice

4 IS: 875 (Part 1-5) - 1987 code of practice of design loads for Buildings and structures

5 IS:13935- Repair and seismic strengthening of building: Guidelines

• WEBSITES

S. No. Address


2 https://youtu.be/uBMqJMXhs4M

3 https://youtu.be/n0_LNyfQTJg

4 www.tn.gov.in/tsunami/digitallibrary/ebooks

5 https://www.nicee.org/EQTips.php




curriculum - cwit, pune

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