The presentation is considered as a case study for construction project management . This case study is conducted on the Mall of Arabia in Egypt. It's illustrated general background for the management strategy in the constructed project through its initial, planning, implementing and finishing out the project procedure.
7. Scope
The project consists of:
•
The retail skeleton(MALL) area is
82,000m2
•
The Geant Hypermarket area is 13,000m2
and consists of (basement ,ground and
pitched inclined roof)
•
The Kika store is area 6600m2 and consists
of (Ground, first, second floor and pitched
inclined roof.
•
Walkway roads and parking
LOGO
8. LOGO
Scope
Client:
Fawaz Abd El Azeez AL – Hokair
Architect Engineering (CONSULTANT)
Engineering Construction Group (ECG)
General Contractor:
ORASCOM Construction industry ( OCI )
HASSAN ALAAM Son’s. (HAS)
EL –ZAMIL soudi Arabia
Project Manger:
Eng. Mamdouh Samir Sabry
Construction Engineering:
Eng.Maher Munir
•Types Of Bid :
Direct Order
•Tender Award Fees:
1,140,000,000 LE
10. Contract
LOGO
Contract : The contract agreement, the memorandum of understanding (MOU), the
letter of tender, the conditions, the specifications, the drawings, the schedules, the bill of
quantities
Contract Features
MOU’’ is entered into September 19, 2007 to September 19, 2011
Between :
FAWAZ ABDULAZIZ AL-HOKAIR company represented by Mr.Kamel B.Alqalam
And :
THE JOINT VENTURE
OCI represented by Mr. Osama Bishai
HAS represented by Mr. Magdy Allam
11. Contract
LOGO
Compensation for
the Works shall be based on Re-Measurement basis
according to the priced BOQ
The client will pay an advance payment of 25%
The client will provide a payment security in the form of a letter of
guarantee is 5% total price
The reference between client and contractor (FIDIC LAW)
All communication & any agreements made between the client / engineer
and (JV Leader) shall be binding for both JV parties
20. Construction Method Statement
Methods of execution
EXCAVATION works :
determine the certain level of excavation
by surveyor
Level of excavation 3m
If the Sand is good then it will store in the
site
If sand is not good (replacement at 1.5 m)
LOGO
21. Construction Method Statement
The plain footing
we can do formwork according to
dimensions of each footing
And the thickness of concrete is 30 cm
Reinforcement Footing
Woods that used on these footing called
(Counter Melamine)
in accordance with the reinforcement
footing dimensions
LOGO
22. Construction Method Statement
Steel works
The steel be install to covering (top and
bottom
The installation of steel
Determined the level and number and it’s
direction of the column according to the
drawing
LOGO
23. Construction Method Statement
Brick works
Clean the ground Then take the block
work and fill of mortar
The Plaster works
The wall is sprayed with water and then
work
LOGO
24. Construction Method Statement
Ceramics works
The sand is will cleaned and don’t contain
stranger particles
the labors equalization the sand on the
ground, after that they watering the sand.
make the axis by the surveyor and leveling
the tiles
The suspended ceiling works
Install the beam on the steel then install
the ( etash ) and install the sheet after that
install the gypsum
LOGO
25. Construction Method Statement
Marble installation work
Be installed at the entrances of the gates,
according to entrance
There are Black Granite and French red
marble 60*36
Each entrance has different color
The installation of air conditioners:
Silicon to prevent the diversion of the air
and then after it has been collected we
put them on its place depending on the
composition of paintings and shop
drawings
LOGO
27. LOGO
Alternatives
Masonry work (20*20*40) m3
Precast wall (6*3.3*0.2) m3
Total
block/day=((27*8)*6)*1.05=1360blocks
Total panel/day =6panels
Cost of total block=1360*2=2720 L.E/day
Cost of total panel
=1200*6=7200L.E/day
Cost of labors=220*3=660L.E/day
Cost of labors=500 L.E/day
Cost of mortar=400L.E/day
Cost of equipments=600L.E/day
Cost of forklift=250+100=350L.E/day
Total cost=5490 L.E/day
Total cost=8300L.E/day
28. LOGO
Alternatives
Difference
phases
Resources needed
4 Labors +
Precast Works
1 Supervisor +
2 Welder +1Grader
Rate of
production
Easy
construction
Day (8.00am to
5.00pm) equal
to 6 panels/day
Cost/unit
EASY
VERY
RISK
HARD
LESS
RISK
8300L.E/ day
5490 L.E/day
3crews
Masonary Works
Crew=(1supervisor+2
assistance)
RISK
Day (8.00am to
5.00pm) Nearly
1620 blocks /day
30. LOGO
Alternatives
Construction
system
Criteria of evaluation
COST (A)
(B)
Easy of
RISK(C)
Resources
construction(D)
Rate of production
needed
Precast Works
1
4
4
4
2
Masonary Works
4
2
2
3
4
Normalized
weight
Criteria
Alternatives
Precast wall Masonry works
Rate of production
Score
Rank
Score
35.7%
28.6%
COST (A)
Rank
1
35.7
4
142.8
4
114.4
2
57.2
14.3%
0%
4
57.2
2
28.6
4
0
3
0
21.4%
2
42.8
4
85.6
(B)
RISK(C)
Easy of construction(D)
Resources needed
Total
(E)
100%
250.1
314.2
(E)
31. LOGO
Work Break Down Structure (WBS)
Mall Of Arabia
preConstruction
construction
Milestone (1)
Start up
Geant
Hypermarket
Mobilization
Kika store
Engineering
for project
Part
(M19,M20,M21)
Close Out
Milestone (2)
Procurement
for project
Engineering
for Milestone
1&2
Part
(M16,M17,M18)
Procurement
for Milestone
1&2
Part
(M13,M14,M15)
32. LOGO
Work Break Down Structure (WBS)
Geant Hypermarket
Substructure works
Basement
Columns work
St.Structure
works
Architectural &
wet trades
works
Ground
Beams works
&
Distribution
Earth Substations Fire Fighting system
Earth
Foundation
insulation
works
Boards works
insulation
work FeederFoundation
work
Finishing
works
Finishing
works
(E/M) works
Infrastructure
External
Facades works
External
wooden works (E/M)
Mechanical works
Electrical
Slab works works Slab on grade
Power system
Lighting
Slab onsystem Column Sewage Network
Beams
Slab works
on
Storm
system
grade
work system works
works
grade
CCTV
Slabs system Retaining
Water supply
works
works
wall
system
33. LOGO
Work Break Down Structure (WBS)
Geant Hypermarket
Substructure works
St.Structure
works
Finishing
works
Internal infrastructure
Irrigation
nets for
internal
landscape
Agricultural
works for
internal
landscape
(E/M) works
External infrastructure
Pavement
works for
internal
landscape
Roads works
Infrastructure
Hard
landscape
applications
34. LOGO
Coding system
Example:
Excavation of Geant
Project
Construction
Milestone1
Geant
Substructure
works
Basement
ACTIVITY
Earth
work
EXCAVATION
E
P
C
O
0
1
G
E
S
B
B
S
E
X
W
Finishing works of part (m13,m14,m15)
Project
Construction
Milestone1
Part(M13,
M14,M15)
ACTIVITY
Finishing works
Finishing
Works
F
P
C
O
0
1
1
4
F
I
0
0
0
W
0
Insulation of kika
Project
Construction
Milestone1
Kika
Store
Substructure
works
ACTIVITY
Ground
Insulation
I
P
C
O
0
1
k
S
S
B
G
R
0
0
N
38. LOGO
Resources
Labors
Type Of Crew
Bitumen Roll crew
Carpentry crew
(R.C foundation)
Masonry crew
Ceramic crew
Steel crew (slabs)
Plaster crew
Pouring crew (columns)
Type Of
Crew
Carpentry
crew
(R.C
foundation)
Pouring crew
(slabs)
Resource
Code
Contents
of crew
Cost/Day
CARR
1 Carpenter
1 Assistant
90
60
150
POUS
1 leader
1 Vibrator
2 Leveling
2 pump
120
60
2*50
2*40
360
Rate of Crew
Cost/Unit
12
m3/day
12.5 L.E/ M3
250
m3/day
1.44 L.E/M3
39. LOGO
Resources
Materials
Type Of material
12-3-2010
Cement
Fine Aggregates
Type Of
material
Unit
Resource code
Cement
Ton
CEM
Reinforced Steel
Ton
REIS
Cost/Unit
Sand
Ready concrete mix
(250 Kg/M3) (for P.C)
L..E
Ready concrete mix
(400 Kg/M3) (for R.C )
Reinforced Steel
Water
4500 L.E
40. LOGO
Resources
EQUIPMENTS
Type of equipment
Tower Cranes
Loaders
Truck Mixer
BULLDOZERS
Type of
equipment
Resources
code
Rate of
equipment
Cost / day
Cost /
unit
Generators
Excavator
EXC
250M³/Day
1000
5 LE/M³
Truck
Mixer
COM
100M³/Day
200
20LE/M³
Compactors
Compressors
Trucks
Excavator
50. LOGO
Cost analysis
Recap sheet
Items Items description Quantity Unit
Earth work
Plain concrete
Reinforced
concrete
Labor
cost
Material cost
Equipment
cost
subcontractor
Direct cost
total price
unit price
m3
1089.5
1116.7
no.
Installation
m3
m3
18944
10.52
6043
Precast wall
Job
(E/M) works
Job
Finishing works
Job
Infrastructure
job
Total direct
cost
Factor = Total bid price / Total Direct cost =
/
= 1.272209401
Over head 12%
Taxes 2.75%
Mark up 10%
Bond 0.5%
Total bid price
51. LOGO
Cost analysis
Bid Form
Items
Items description
Quantity
Unit
Total price
Unit price
450626
m3
4740506.668
10.52
1
Earth work
2
Plain concrete
18944.87
m3
20640210.81
1089.5
3
Reinforced concrete
69860.281
m3
78014201.58
1116.7
4
Installation
8628
no.
52138728.86
6043
5
Precast wall
----
Job
39136672.45
6
(E/M) works
----
Job
314415321
7
Finishing works
----
Job
486952296.2
8
Infrastructure
----
job
181301462.5
57. LOGO
Safety
Objective
Overseeing the
orientation and
education
The objective of the safety plan is to
minimize personnel injury and accidents
on the project.
The Safety plan will be
Implemented Through
Taking
disciplinary
action, where
necessary
Monitoring
safety
performance
Refusing the
indifference of
any employee
toward safety
Establishing
continuing
awareness
Providing
employees with
necessary
protective
equipment
Identification
of potential
safety hazards
Promptly
responding to
any proposed
recommendatio
n
68. LOGO
Quality Management
Qu a l i t y •
ma n a g e me n t
pl a n
Qu a l i t y •
c o nt r ol
it is specified plan
for specified project
defined by the owner
or the consultant
includes the
requirement and
objectives of quality.
•I n s p e c t i o n
it is considered as a
producing
instrument and it is
the set of
operational
techniques and
activities that are
used to fulfill
requirements of
quality.
Construction and
installation activities
will be inspected by
quality control
representatives in
according with
quality control
procedures and it
has four phases
initial, follow
up, approval and
final inspection
it is considered
as a management
tool and it is the set
of planned and
systematic actions
necessary to provide
adequate confidence
that a product or
service will satisfy
given requirement of
quality
•Q u a l i t y
a s s ur a nc e
69. Quality Management
The difference between QC&QA:
Quality control :
Quality assurance :
is based on detection of defects &taking
corrective actions to eliminate them.
is based on taking preventive actions to
prevent defects from occurrence.
LOGO
70. LOGO
Quality Management
QUALITY CONTROL SYSTEM
Quality control before
Execution
A
Quality control During
Execution
B
Quality control after
Execution
Quality control before
procuring
C
D
71. Quality Management
LOGO
Te s t i ng a nd t e s t
pl a nni ng
Be f o r e e x e c u t i o n
1.C e m e n t .
•Cement should be tested initially once for each source and subsequently
once every two months.
•Cement should be protected from moisture.
•Long storage is to be avoided (if used after 3 months of storage cement
should be retested.
2.Wa t e r .
3.S t e e l
r e i n f o r c e me n t .
72. Quality Management
Te s t i ng a nd t e s t
pl a nni ng
During execution
Fresh Concrete tests (according to Egyptian
code)
This test is performed during the progress of
work in the field to check the consistency
of concrete.
LOGO
73. LOGO
Quality Management
Te s t i ng a nd t e s t
pl a nni ng
Du r i n g
e x e c ut i on
Sol i d c onc r e t e t e s t
(a c c o r d i n g t o t h e
Egy pt i a n c ode )
T h e s a mp l e s s h o u l d b e
(p r e p a r e d ) f r o m t h e s i
t he pr e s e nc e of t he
r e s pons i bl e qua l i t y
e ngi ne e r .
The r e s pons i bl e e ng s
pr e s e nt a t t he de pa r t
l a b i n da y s of t e s t t h
a f t e r 7 a n d 28 d a y s f r o
pr e pa r a t i on da y .
t a k e n
t e i n
houl d be
m e n t 's
a t
m
74. LOGO
Quality Management
Quality Management plan Requirement
, responsibility during project life phases
Project phase
Requirement
Feasibility Studies
To focus &Define
Quality target
Design
Specify Quality
Planning
Quality Assurance
Construction
Quality Control
Delivery
Verify of Quality
Responsibility
The Owner
The Designer
The Owner
The Contractor
The Owner
76. LOGO
Quality Management
# Check must be produced to be sure for:
Check list of excavation
Location ………………..
Proposed date ……………………..
N. Requirements
Approval date …………………
O
Confirmed by
(Contractor
Cons.)
Engineer
Sign
Date
Confirmed by
(Owner Cons.)
Engineer
Sign
Review the excavation
drawing & boundaries
Check on the method
2
of excavation
Check on the
3
excavation depth
Check on the
4
underground water
Check on the stability
5
of side slopes
The entire above item has been checked by the (Contractor Cons.)
Date
1
The (Owner Cons.) engineer can make final inspection.
(Contractor Cons.)
Confirmed by:
Sign:
Date:
engineer.
(Owner Cons.)
Confirmed by:
Sign:
Date:
Remark
s
81. LOGO
Risk management
Definition of Risk
Cost risk
Is an event or condition that, if it occurs, has a
positive or a negative effect on a project
objectives.
Risk Index = Probability x Impact
The Most
Common
Project
Risk
Risks
associated
Risk has three primary components:
oAn event.
oprobability of occurrence of that event.
oImpact of that event.
Schedule
risk
Legal risks
Performance
risk
Governance
risk
Market
risks
Operational
risk
Strategic
risks
82. LOGO
Risk management
Risk Response Planning:
Avoidance.
•Risk response planning focuses on the
high-risk items evaluated in the
qualitative and/or quantitative risk
analysis.
Transference
Risk
Response
Planning
• It identifies and assigns parties to take
responsibility for each risk response.
Mitigation.
Acceptance
83. LOGO
Risk management
Risk Management Process
The objectives of Project Risk Management are to increase the probability and impact of
positive events, and decrease the probability and impact of negative events to the project.
Risk Identification
Risk Identification
Risk Monitoring
Risk Monitoring
Controlled
Risk Estimation
Risk Estimation
Risk
Analysis
Risk
Environment
Risk Response
Risk Response
Risk Evaluation
Risk Evaluation
Risk Management Life Cycle
85. LOGO
Risk management
Initial Risk Priorities :
A simple matrix is used to combine the like hood and consequence ratings to
generate initial priorities for the risk.
Like hood
Insignificant
E
Minor
D
Moderate
C
Major
B
Catastrophic
A
Almost
certain A
Medium
Medium
High
High
Extreme
Likely B
Medium
Medium
Medium
High
Extreme
Possible C
Low
Medium
Medium
High
High
Unlikely D
Low
Low
Medium
Medium
High
Rare E
Low
Low
Medium
Medium
Medium
86. LOGO
Risk management
RISK LIST
Risk Serial
Number
1
Risk Description
Consequency
Likelihood
Risk Priorities
Changing in Laws
B
D
2
Time
A
A
3
Cost
A
C
4
Quality
B
C
Medium
Extreme
High
High
5
Diseases
D
D
6
Public Opinion
D
D
7
External Impact
D
D
8
General Strike
C
C
9
Major Fires
B
D
10
Changing in Government
Policy
B
C
Low
Low
Low
Medium
Medium
High
87. LOGO
Risk management
NO
THE RISK
CLASSIFIC
ATION
QUALITITATIVE
CONSE.
Likely
priorities
RESPONSE
TYPE OF
ACTION
RESPONCE
RESPON
SABILIT
Y
-
1
INCREASE IN MATERIAL
COST DUE TO MARKET
FORCES( STEEL AND
CEMENT)
EXTERNAL
RISK
B
C
High
OWNER
&
CONTRAC
TOR
(1)
Mitigation
(2)
-
Acceptance
2
WATER SHORTAGE
: 2962009
3
DESIGN
RISK
B
B
medium
Mitigation
DESIGN
RISK
D
C
medium
TRANSFERENCE
AT
Drawing of utilities
CONSTRU
CTION
MANGER
89. Claims
The claim is happened during the changing
or the modification in any of the project
items which required by the owner or the
contractor has not been agreed in the
contract previously and that affects on the
project’s time and cost.
LOGO
91. LOGO
Claims
No
Claims
Type
Description
1
From Contractor to
owner
Approval
Cost and time
2
Approval
Cost
(kika)
From Contractor to
owner
Refused
--------------
(Geant)
From Contractor to
owner
4
From Owner to
contractor
Approval
Cost and time
5
From Contractor to
owner
Approval
time
6
From Contractor to
owner
Refused
--------------
3
94. Communications Management
LOGO
Communications Management Process
Is a method by which formal messages are identified, created, reviewed and
communicated within a project.
Clear, accurate and timely communication is critical to the success of any
project as miscommunication can result in increased project risked