DEPARTMENT OF CIVIL ENGINEERING

DIPLOMA IN CIVIL ENGINEERING

DCC 3093 ENGINEERING SURVEY 2

PRACTICAL WORKS / LAB SHEET

COURSE : DCC3093 ENGINEERING SURVEYING 2
CREDIT(S) :3
PRE REQUISITE(S) : DCC2082 ENGINEERING SURVEYING 1
SYNOPSIS

ENGINEERING SURVEY 2 Covers knowledge and understanding about control survey, detail survey, data
collection or acquisition, calculation and plotting of survey works. The module puts emphasis on the method
used to carry out surveying works especially data collection or acquisition to produce plan based on the scope of
work. It also gives exposure to the need for accurate data to be used for other surveying works.

COURSE LEARNINGOUTCOME (CLO)

Upon completion of this course, the students should be able to:
1. Apply knowledge of principles, method, usage and produce surveying related work (C3, PLO1).
2. Carry out the appropriate technique and principle in field work according to Department of Survey
and Mapping requirements. (P2, PLO5)
3. Demonstrate positive leadership and team work by contributing actively in group during field
works that yield the valid results. (A3, PLO11)
Table Of Content

DCC3093 ENGINEERING SURVEYING 2

LAB SHEET 1:
TRAVERSE (BEARING & DISTANCE) USING TOTAL
STATION

LAB SHEET 2:
DETAILS SURVEY PLAN USING TOTAL STATION

LAB SHEET 3:
RANGING CURVE

LAB SHEET 4:
SETTING OUT FOR CHECKING DRAINAGE GRADIENT
Labsheet 1 : Traverse (Bearing & Distance) Using Total Station

1) Objectives
i. Apply concept distance measurement using Electronic or Laser Equipment
ii. Observe of horizontal angles and vertical angles by using Compass and Total Station.
iii. Observe of horizontal distance and vertical distance by using Total Station.
iv. Create a simple traverse using Total Station.

2) Materials and Tools

NO TOOLS QUANTITY
1 Total station
2 Prismatic compass
3 Tripod
4 Hammer
5 Prism
6 Picket
7 Field book/booking form

3) Theory
Electronic Distance Measurement
Electronic distance measurement (EDM), first introduced in the 1950s by the Geodimeter Inc. founders, has
since those early days undergone continual refinement. The early instruments, which were capable of very
precise measurements over long distances, were large, heavy, complicated, and expensive. Rapid advances in
related technologies have provided lighter, simpler, and less expensive instruments—these EDM instruments
(EDM Is) are manufactured for use with theodolites and as modular components of Total Station instruments.
Technological advances in electronics continue at a rapid rate—as evidenced by recent market surveys that
indicate that most new electronic instruments have been on the market for less than two years.
Current EDM use infrared light, laser light, or microwaves. The microwave systems use a
receiver/transmitter at both ends of the measured line, whereas infrared and laser systems utilize a
transmitter at one end of the measured line and a reflecting prism at the other end. Some laser EDM will
measure short distances (100-350 m) without a reflecting prism—reflecting the light directly off the feature
(e.g. building wall) being measured, Microwave instruments are often used in hydrographic surveys and
have a usual upper measuring range of 50 km. Although microwave systems can be used in poorer
weather conditions (fog, rain, etc.) than can infrared and laser systems, the uncertainties caused by varying
humidity conditions over the length of the measured line may result in lower accuracy expectations.
Hydrographic measuring and positioning techniques have, in a few short years, been largely supplanted by
Global Positioning System (GPS) techniques.
 Infrared and laser EDM come in long range (10-20 km), medium range (3-10 km) and short range (0.5 to
3 km). EDM can be mounted on the standards or the telescope of most theodolites; additionally, they can be
mounted directly in a tribrach. When used with an electronic theodolite, the combined instruments can provide
both the horizontal and the vertical position of one point relative to another. The slope distance provided by an
add-on EDMI can be reduced to its horizontal and vertical equivalents by utilizing the slope angle provided by
the theodolite. In Total Station instruments, this reduction is accomplished automatically.

4) Procedures

1. Conduct a field reconnaissance at given area determined by lecturer.

2. Start work by using us prismatic compass at first station and to get datum value.
3. Distance between stations must be more than 20 meters and less than 80 meters.
4. Set up the tripod and Total Station instrument at station point.
5. Level the instruments through the circle bubble is located at the center.

Figure 1: Cross-hair (bubble located the center)

6. Setup first prism as back station and second prism as forward station

Figure 2: Setting up total station and prism

7. Focus and target first prism (back sight)
8. Measure for bearing, horizontal distance, vertical angles and slope distance.
9. Transit Total Station to forward station and target the prism (foresight).
10. Measure for bearing, horizontal distance, vertical angles and slope distance.
11. Repeat above steps to complete the traverse.
12. Each group must conduct first class traverse, complete with field book and traverse
adjustment calculation.

Figure 3 : Station of immediate significance

Figure 4: Diagram of a traverse

5) Result and Analysis Data

Refer to recording observation data. Appendix 1

6) Report
At the end of this practical, student must within report as follows case:

1. Front page
2. Objective.
3. Equipment used ( with pictures).
4. Field work procedure.
5. Result.
6. Drawings.
7. Calculation data
8. Conclusion.
9. References.
 Labsheet 2 : DETAILS SURVEY PLAN USING TOTAL STATION

1) Objectives
i. Apply concept distance measurement using Electronic or Laser Equipment
ii. Observe of horizontal angles and horizontal distance by using Total Station.
iii. Observe the details from traverse station.

2) Materials and Tools

NO TOOLS QUANTITY
1 Total station
2 Prismatic compass
3 Tripod
4 Hammer
5 Prism
6 Picket
7 Field book/booking form

3) Theory
Principles of Electronic Distance Measurement (EDM)
Figure 1 shows a wave of wavelength λ. The wave is travelling along the x axis with a velocity of
299, 792.5 ± 0.4 km/s (in vacuum). The frequency of the wave is, the time taken for one
complete wavelength.

Figure 5 : light wave (Source : Courtesy of Leica Co. Inc..Toronto in the Ramsay)

λ=c/ƒ
where λ = wavelength in meters
c = velocity in km/s
ƒ = frequency in hertz (one cycle per second)
4) Procedures
1. Conduct a field reconnaissance at given area determined by lecturer.
2. Set up the tripod and Total Station instrument at station point.
3. Level the instruments through the circle bubble is located at the center.
4. After that, collect data each every point or station.
5. Booking and process the data collection to produce details survey plan.
6. Repeat above steps to complete the details.

1
2

7 6

Figure 6: Shows an area which needs topographic survey. There are some
object illustrated in that figure, such as station (A), building, lamp post and tree.
5) Result and Analysis Data
Refer to recording observation data. Appendix 2

6) Report
At the end of this practical, student must within report as follows case:

1. Front page
2. Objective.
3. Equipment used ( with pictures).
4. Field work procedure.
5. Result.
6. Drawings.
7. Calculation data
8. Conclusion.
9. References.
LABSHEET 3 : RANGING CURVE

METHOD 1 : OFFSET FROM TANGENT LINE

1) Objectives
1.1 To calculate setting out of circular curve using offset from tangent line method
1.2 To apply the method to setting out the circular curve at field .

2) Materials and Tools

NO TOOLS QUANTITY
1 Total station
2 Tripod
3 Hammer
4 Prism
5 Picket
6 Surveying Arrow
7 Ranging Pole
8 Field book/booking form

3) Theory
Horizontal, circular or simple curves are curves of constant radius required to connect two
straights set out on the ground. The following methods of setting out curves is the most
popular and it is called Rankine’s deflection or tangential angle method, the latter term being
more definitive.

Figure 7 Circular Curve Terminologies

(Source: Surveying With Construction Application, B.F. Kavanagh)
 Equation for calculate chainage:-
T θ
= R tan
2
L=2 R

360

Chainage of T1 = Chainage IP – T
Chainage of T2 = Chainage T1 + L

4) Procedures

Figure 8 Setting Out By Offset From Tangent

(Source: Engineering Surveying, W. Schofield)

1. Calculate the data are given in class.

Data will given from lecturer :-
i) Deflection angle , Ө

ii) Radius curve,R

iii) Chords

iv) Chainage Intersection Point, IP

2. From result the data setting out curve at the field.

θ
i) Sub tangent ,T = R tan
2

ii) Length, L = 2 R
360

iii) Chainage of T1 = Chainage IP – T

iv) Chainage of T2 = Chainage T1 + L
v) Calculate y y2,,y3 and etc… ,and Chords, X = R
1, 20
 2
y=R- R −X2

2 2
X X² R − R R 2− 2
Y
X X

3. Plot the diagram.

4. Choose appropriate intersection point , IP in the line and mark the tangent line likes T1 , T2
and IP with ranging pole. Mark the tangent distance T1 − IP

5. From X 1 measure the distance of y1 , and setting to IP in the tangent line. Using optical
1 1
square at point X measure the y mark the point with surveying arrow.

6. Repeat procedure ( 5 ) for remaining points.

5) Result and Analysis Data

Refer to recording observation data. (Appendix 3)

6) Report
At the end of this practical, student must within report as follows case:

1. Front page
2. Objective.
3. Equipment used ( with pictures).
4. Field work procedure.
5. Result.
6. Drawings.
7. Calculation data
8. Conclusion.
9. References.
METHOD 2 - CIRCULAR CURVE USING DEFLECTION ANGLE
1) Objectives

1.1 To calculate setting out of circular curve using deflection angle method
1.2 To apply the method to setting out the circular curve at field.

2) Materials and Tools

NO TOOLS QUANTITY
1 Total station
2 Tripod
3 Hammer
4 Prism
5 Picket
6 Surveying Arrow
7 Ranging Pole
8 Field book/booking form

3) Theory
Horizontal, circular or simple curves are curves of constant radius required to connect two straights set
out on the ground. The following methods of setting out curves is the most popular and it is called
Rankine’s deflection or tangential angle method, the latter term being more definitive.

Figure 9: Circular Curve Terminologies

(Source: Surveying With Construction Application, B.F. Kavanagh)
Equation for calculate chainage:-
θ
i) Sub tangent ,T = R tan
2

ii) Length, L = 2 R
360

iii) Chainage of T1 = Chainage IP – T

iv) Chainage of T2 = Chainage T1 + L

4) Procedures

Figure 10: Setting out a circular curve

(Source: Land Surveying, Ramsay J.P. Wilson)
1. Calculate the data are given in class.
Data will given from lecturer :-
i) Deflection angle , Ө
ii) Radius curve,R
iii) Chords
iv) Chainage Intersection Point, IP

2. From result the data ,setting out curve at the field.

i) Sub tangent , T= R tan Ɵ/2
ii) Length,L = 2π R Ɵ/360
iii) Chainage of T1 = Chainage IP – T
iv) Chainage of T2 = Chainage T1 + L
v) Calculate cumulative angle ,and Chords, X = R/20
Deflection Angle , Ө = 1718.9 X Chords
R
Station Chainage Chords Deflection angle ∂ Cumulative
C ,∂

3. Plot the diagram.

4. Observation of the area.
5. Mark the intersection point IP and used total station to set the angle of intersection to determine
the points T1 and T2.
6. Transfer and set up the Total Station at point T1.
7. Open the first deflection angle (∂1) and determined the distance C1 according to the table.
8. Mark point A with the arrow.
9. Open the first deflection angle (∂2) and determined the distance C2
10. Mark point A with the arrow.
11. Repeat the same process to set out the remaining pegs.
12. Continue until the last peg on the curve has been placed and measure the remaining distance
to T2 which should equal the calculated length c" of the final sub-chord. Also set out the final
deflection angle, which should pass through tangent point T2, indicating no disturbance of the
instrument.
13. As a final check on the accuracy, locate point T2 by the deflection angle and sub-chord c". If this
position does not coincide with the tangent point T2, the distance between the two is the actual
error of tangency. If this is large, indicating an error, the whole process must be repeated.
Where calculations are inaccurate by a few millimeters in the final placing of the pegs, it is usual
to adjust the last few pegs to secure tangency.
5) Result and Analysis Data
Refer to recording observation data. (Appendix 4)

6)Report
At the end of this practical, student must within report as follows case:

1. Front page.
2. Objective.
3. Equipment used ( with pictures).
4. Field work procedure.
5. Result.
6. Drawings.
7. Calculation data
8. Conclusion.
9. References.
METHOD 3 : OFFSET FROM LONG CHORD
1) Objectives
1.1 To calculate setting out of circular curve using offset from long chord method
1.2 To apply the method to setting out the circular curve at field.

2) Materials and Tools

NO TOOLS QUANTITY
1 Total station
2 Tripod
3 Hammer
4 Prism
5 Picket
6 Surveying Arrow
7 Ranging Pole
8 Field book/booking form

3) Theory

Horizontal, circular or simple curves are curves of constant radius required to connect two straights
set out on the ground. The following methods of setting out curves is the most popular and it is
called Rankine’s deflection or tangential angle method, the latter term being more definitive.

Figure 11: Circular Curve Terminologies

(Source: Surveying With Construction Application, B.F. Kavanagh)
Equation for calculate chainage:-
T θ
= R tan
2
L=2R

360
LC = 2RSin

Chainage of T1 = Chainage IP – T
Chainage of T2 = Chainage T1 + L

4) Procedures

Figure 12: Setting Out By Offset With Long-chords

(Source: Engineering Surveying, W.Schofield)

1. Calculate the data are given in class.

Data will given from lecturer :-
I) Deflection angle , Ө
II) Radius curve,R
III) Chords
IV) Chainage Intersection Point, IP
2. From result the data setting out curve at the field.
θ
I) Sub tangent ,T = R tan
2
2R
L=
II) Length 360

LC = 2RSin
III) Long chord
2
IV) Chainage of T1 = Chainage IP – T
 V) Chainage of T2 = Chainage T1 + L

,
R
VI) Calculate y1 , y 2 , y 3 and etc… ,and Chords, X =
20

2
L
Y = R 2 − X 2 − - (R 2
− )
2

2 2
X X² R − R Y
L2
X R 2
−
2

3. Plot the diagram.

4. Choose appropriate intersection point , IP in the line and mark the tangent line likes T1 , T2 and IP
with ranging pole. Mark the long chord distance T1 − T2 ..
5. From X 1 measure the distance of y1 , and setting from center long chord to T1 . Using optical

1 1
square at point X measure the y mark the point with surveying arrow.

6. Repeat procedure ( 5 ) for remaining points.

5) Result and Analysis Data

Refer to recording observation data. (Appendix 5)

6)Report
At the end of this practical, student must within report as follows case:
1. Front page.
2. Objective.
3. Equipment used ( with pictures).
4. Field work procedure.
5. Result.
6. Drawings.
7. Calculation data.
8. Conclusion.
9. References.
FIELD WORK 4: SETTING OUT FOR CHECKING DRAINAGE GRADIENT

1) Objective:

1.1 Taking the drainage level reading from the main gate of Polimas till the end at drainage
near the Plastic Workshop.
1.2 Calculate the reduced level for each point of the drainage to determine the gradient of the
drainage.
2) Materials and Tools

NO TOOLS QUANTITY
1 Auto level
2 Tripod
3 Hammer
4 Levelling staff
5 Picket
6 Staff Bubble
7 Field book/booking form
8

3) Theory

The controlled process of setting out covers three aspects of positioning new works.
a) Horizontal Control, in which the true relative positions of points are fixed on the horizontal plane
and marked by pegs in the ground.
b) Vertical Control, in which pegs defining different levels of construction are suitably placed.
c) Works Control, in which the construction processes are controlled, e.g. the vertical alignment of
buildings during construction and the control of embankment slopes and excavations.

Most site operatives have little concept of the time, effort and expertise involved in establishing
setting out pegs. For this reason the pegs are frequently treated with disdain and casually destroyed
in the construction process. This type of setting out generally occurs in drainage schemes where the
trench, bedding material and pipes have to be laid to a specified design gradient. For survey work
during pegging vertical control mark (setting out). Mark the slope land for a specific purpose such as
reclamation and cutting the banks and the water flow.
 ST
T

AUTO
LEVEL

DRAINAGE

Figure 13 : Checking the water flow.

4)Procedure;

4.1 Reconnaissance
4.2 Selection of stations/points
4.3 Marking Stations/points
4.4 Making Observation
4.5 Remarks the data
 POLIMAS MAIN
ENTRANCE/GATE

TBM

STUDENT PARKING LOT

DRAINAG

CISEC

PLASTIC
WORKSHOP

TBM

Figure 14: The surveying area ( drainage) from main entrance to Plastic Workshop
5) Result and Analysis Data

Refer to recording observation data. (Appendix 6)

6)Report
At the end of this practical, student must within report as follows case:
1. Front page.
2. Objective.
3. Equipment used ( with pictures).
4. Field work procedure.
5. Result.
6. Drawings.
7. Calculation data.
8. Conclusion.
9. References.
Appendix 1
BOOKING FORM
TRAVERSE THEODOLITE
STATION BEARING / ANGLE AVERAGE FROM LINES TO VERTICAL DISTANCE

STN FINAL STN ANGLE

FACE LEFT FACE RIGHT BEARING
Appendix 2
BOOKING FORM

STATION BEARING DISTANCE DETAILS

Appendix 3

METHOD 1 : OFFSET FROM TANGENT LINE

2
y=R- R −X2
2
X X²
2
R − R R 2− X 2
Y
X
Appendix 4
METHOD 2 - CIRCULAR CURVE USING DEFLECTION ANGLE

STATION CHAINAGE CHORDS DEFLECTION CUMULATIVE

ANGLE, ∂ ∂
Appendix 5
METHOD 3 : OFFSET FROM LONG CHORD

2
2 2 2 L
Y = R − X − - (R − )
2

X X² R 2− X 2
R L2
2
Y
R −
2
Appendix 5
RISE AND FALL METHOD
BS IS FS RISE FALL REDUCE CORRECTION ADJUSTMENT REMARKS
LEVEL REDUCE
LEVEL
 CIVIL ENGINEERING DEPARTMENT/ CIVIL ENGINEERING PROPGRAMME
RUBRICS 1 : PRACTICAL WORK DCC 3093 SURVEY ENGINEERING 2 (CLO 2/P2)

CRITERIA Excellent Very Good Good Fair Unsatisfactory Score/

5 4 3 2 1 Mark
All workshop safety Almost workshop Sometime workshop Rarely workshop safety Workshop safety
procedures were followed safety procedures safety procedures were procedures were followed procedures were not
Safety and Student had/gathered all were followed followed Student did not have/ followed
materials and was Student Student had/gathered gather some of the needed Student did not 5
Preparedness
completely ready to go to had/gathered most most materials materials to perform work have/gather the needed
work materials and was however, they needed materials and was unable
ready to go to work excess time to do so to perform work
Ability to Followed procedure to the Followed procedure Moderately followed Did not follow direction Did not appear
Follow lab sheet to achieve the the procedure concerned with direction 5
Direction objective.
Conducting Student collects Student collects Student collects some Student collects Student is not able to
fieldwork appropriate field books, most fieldwork fieldwork tools and inappropriate fieldwork both identify and use
forms, survey or checklist. tools and proper takes few survey data, tools and takes few survey tools
Student creatively takes survey data, fill fill forms, and draw a data, fill incomplete form, 5
proper survey data, fill forms, labels simple sketch. and no label the sketch.
sufficient form and label sketch.
the sketch properly.
Level of Student was able to Student was able to Student was able to Student was able to Student was able to
Needed complete the task without complete the task complete the task with complete the task without complete the task with 5
Assistance assistance with little moderate assistance major assistance assistance
assistance
Time Routinely used time well Used time fairly Procrastinated Was unable to adequately Did not meet timeline
Management throughout the experiment well throughout the somewhat but did get meet timeline due to due to procrastination or 5
to get the job done on time experiment the job done on time inability wasting time
Student developed Student logically Student could have put Student work logically or Student is not work
appropriate structure for organized the greater effort into effective structured but logically or effective
communicating product, product and made organizing the product. making simple mistake. structured
Data incorporating variety of good connections 5
quality sources. among idea.
Information is logically
and creatively organized
with smooth transitions.
 All collected data was All collected data All collected data was All collected data was Collected data is NOT
transformed in their units. was transformed in transformed .in their transformed. Equation transformed
Equation used to transform their unit only 75%. units only 50%. used to transform data is
data is CLEARLY Equation used to Equation used to CLEARLY indicated in
indicated in the cells. transform data was transform data is the cells. Data or
The result obtained are CLEARLY indicated in the cells. transformed data was
valid result to the theory. indicated in the Data or transformed graphed where appropriate
Data or transformed data is cells. data was graphed but the axis , units and
Analysis graphed where appropriate Data or transformed where appropriate but prefixes (if needed) where 5
with the axis and graph data was graphed the axis, units and not labeled. Slope of initial
plotted are CLEARLY where appropriate prefixes (if needed) graph, regression or best fit
labeled with the units. with the axis where not labeled. including regraphing of
Calculation are CLEARLY CLEARLY labeled Calculation shown slope obtained from each
shown. with the units. 50% complete data point or other
Calculation shown appropriate information
only 75% complete. was NOT obtained/
calculated. Calculation not
shown
Conclusion is Conclusion is Conclusion is GOOD The discussion are not No attempt was made to
EXCELLENT and derived GOOD and derived and derived from the stated and not answer the conclude. Practical work
from the collected and from the collected collected and analysed question. Conclusion is objectives were not
Discussion and analysed data and not from and analysed data data and not from other derived from the collected answered 5
Conclusion other sources. Conclusion and not from other sources but did not and analysed data but is
CLEARLY answer the sources and directly directly answering the NOT answering the
practical work objectives. answer the practical practical work practical work objectives.
work objectives. objectives.
Total marks

/40
 CIVIL ENGINEERING DEPARTMENT/ CIVIL ENGINEERING PROPGRAMME
RUBRICS 2 : PRACTICAL WORK REPORT DCC 3093 SURVEY ENGINEERING 2 (CLO 2/P2)

PROGRAM Excellent Very Good Good Fair Unsatisfactory Score/

LEARNING Criteria Mark
OUTCOME 5 4 3 2 1
(PLO)
- Title is descriptive of the Title is descriptive of the
lab lab
TOOLS,

- Date is recorded
members of the lab
- Date is recorded
members of the lab
The feildwork report fails The lab report fails to The lab report fails to 5
- Full names of all - Full names of all
Front Page to meet one of the four meet at least two ot the meet at least three ot the
(5) expectations for this expectations of this expectations of this
P LO5 PRAC TIC ALSK ILLSINUNTILINGC IV ILENGINEERINGEQUIP MEN TANDMAC HINERY

group are included. group are included.

many mistake
section section section
- Full Name of lecturers - Full Name of lecturers
guided guided
Have little typing error
The purpose of the The purpose of the The purpose of the
Objective of the The purpose of the fieldwork objective fieldwork is partially fieldwork is not partially The purpose of the lab is
experiment fieldwork clearly similar clearly identified identified, and is stated in identified, and is stated in 5
erroneous or irrelevant
(5) identified and stated and stated somewhat unclear somewhat unclear
manner manner
All All Most of the Many All
materials/tools/apparatus materials/tools/apparatus materials.tools/apparatus materials/tools/apparatus
Materials materials/tools/apparatus
are clearly stated with are similar clearly stated used in this fieldwork used are described 5
/Appratus/tools are clearly stated with
photo/drawing and with photo/drawing and experiment clearly stated inaccurately or not
(5) photo/drawing but not
labelled according to the labelled with photo/drawing and described at all
labeled
writing format. labelled
Procedures are listed in Procedures are listed in
clear steps according to clear steps according to Procedure are listed in a Procedure do not list the
Method/Procedure fieldwork. Done. Each fieldwork. Done. Each logical order but just Procedure do not list the 5
steps of the fieldwork and
(15) step is numbered and is a step is numbered and is a copy write from the steps of the fieldwork
DEMOSTRATE

(20) complete sentence and

shows in fieldwork report
complete sentence
shows in fieldwork
other sourses.
fieldwork report. Data is
data section No calculation are shown
without typing error.
Data is recorded directly Data is recorded directly Data is recorded directly The fieldwork report fails
into fieldwork book into fieldwork book into lab book during to meet either The data not intepret 5
Result /data during experiment and during experiment and fieldwork and shows in expectation 2 or 3 of the correctly.
Data is neatly organised report.Data is neatly neatly organised and is Some calculation are or result are wrong

and is easy to interpret organised and is easy to easy to interpret. Some shaown or some
 All data is correct with interpret. All data is calculation are shaown or calculation resulrt are
regard to significant correct with regard to some calculation resulrt wrong
figures and label significant figures and are wrong
All calculations are shown label
and the results are
correct without typing
error.
Clear,accurate diagrams Diagram are included and
are included and make are complete labeled Diagram are included and Needed diagrams are
Drawings the fieldwork easier to Diagram are included and 5
are complete labeled but missing or missing the
/diagrams (15) understand. Diagrams are are not complete labeled
making simple error. important label
labeled neatly and
accurately
All calculations are clearly All calculations are shown Some calculation are Some calculation are
shown and the results are and the results are many calculation are not
Calculations shown and some shown and many 5
correct without typing correct. shown or result are
(20) calculation result are calculation result are
error. wrong
wrong wrong
The discussion are clearly The discussion are The discussion are stated The discussion are not No attempt was made to
explained through the explained through the through the result stated and not answer discuss and conclude.
result obtained and all result obtained and all obtained but it is wrong the question. Conclusion Research question were
the question are the question are and all the question are is derived from the not answered
answered correctly. answered. answered but not collected and analysed
Conclusion is EXCELLENT Conclusion is GOOD and correctly. data but is NOT 5
Conclusion and derived from the derived from the Conclusion is GOOD and answering the fieldwork
(10) collected and analysed collected and analysed derived from the question or objectives.
data and not from other data and not from other collected and analysed
sources. Conclusion sources and directly data and not from other
CLEARLY answer the answer the fieldwork sources but did not
fieldwork question or question or objectives. directly answering the e
objectives. fieldwork question or
objectives.
References List down the references List down only 4 List down only 3 List down only 2 List down only 1
used minimum 5 references 5
(5) references references references
referances

Total marks / 100

 (CLO 3/A3)

CIVIL ENGINEERING DEPARTMENT/ CIVIL ENGINEERING PROPGRAMME

Rubrik 3: RUBRIC FOR LEADERSHIP AND TEAMWORK

Program
Learning Learning Score /
Outcome Domain marks
(PLO) and CRITERIA VERY WEAK WEAK SATISFIED GOOD VERY GOOD
Course 1 2 3 4 5
Learning
Outcomes
(CLO)
There is no clear Can lead the Can lead group Can lead the Demonstrate clear
Leadership evidence of the members of the members until the members of the evidence of the ability
effective ability to group until the project achieves the group until the to effectively lead
effectively lead project reaches its objectives with project achieves the group members in
group members in objectives but good effectiveness objectives achieving the
LEADERSHI achieving the with limited and requires a little effectively objectives. 5
P objectives. impact and improvement
requires
improvement

It's hard to Influencing, Affect, motivate Affect, motivate and Influencing,

Motivation influence, motivating and and inspire at a inspire interest with motivating and
PLO 11 Affective motivate and inspiring at simple stage to individuals or groups inspiring entirely to
& inspire individuals minimum levels to individuals or individuals or groups 5
(A3) or groups individuals or groups
CLO3 groups

Guidance There is no idea or Rarely donate Sometimes donate Often contribute Always contribute

decision making ideas or make ideas or make ideas or make ideas or make
decision decisions decisions decision
5
 Program
Learning Learning
Outcome Domain
(PLO) and CRITERIA VERY WEAK WEAK SATISFIED GOOD VERY GOOD
Course 1 2 3 4 5
Learning
Outcomes
(CLO)
Sincerity Not showing any Less showing the Demonstrate the Demonstrated good Demonstrate the

seriousness in seriousness of minimum will to carry out the excellent dedication 5

TEAMWORK carrying out the carrying out the commitment to the assignment given. of performing the
assignment given. assignment given. task given. given assignment

There is no idea or Rarely donate Sometimes donate Often contribute Always contribute
Contribute decision making ideas or make ideas or make ideas or make ideas or make
ideas decisions decisions decisions decisions 5

Participation Not participate in Rarely Sometimes Always participate Always participate

a team participate in a participate in actively and able to actively and able to
PLO 11 Affective team, rarely team, usually cooperate with cooperate with 5
& cooperate with cooperate with others. others. Consistently
CLO3 (A3) others and others. provide information
seldom provide to the team.
There is no clear Can build good Can build good Can build good Demonstrate clear
Build a good evidence of the relationships and relationships and relationships and evidence of the
relationship. ability to build cooperate with work with other work with other ability to build good
good relationships other members members to members to achieve relationships and
and work with the with limited achieve the same the same objectives work with the 5
members of the marks to achieve objectives but members of the
group effectively the same require some group effectively in
in achieving the objectives but improvements achieving the
objectives. require objectives.
improvement.
 Cannot respect Less respects and Can respect and Can respect and Can respect and
Respect and and accept the accepts the accept the opinions accept the opinion of accept the opinion of
accept opinions opinions of other opinions of other of others in other members of other members of the
members of the members of the achieving group the group openly in group more openly in 5
group that lead to group in achieving objectives achieving group achieving group
conflict group objectives objectives objectives

Total Marks /40