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EASTERN MEDITERRANEAN UNIVERSITY
CIVIL ENGINEERING DEPARTMENT
CONSTRUCTION MANAGEMENT - I
PROJECT NUMBER 01
Prof. Dr. TAHİR ÇELİK
Student Names Student Numbers
BILAL MOHAMMED PIROT 145292
TWANA OTHMAN M.AMIN 145291
SEVAR DILKHAZ SALAHADDIN 145233
REBIN SARDAR HUSAIN 145281
1
RANIYAH 132/33/11 kv SUBSTATION
Raniyah 132/33/11 Kv Substation
In our project we have a two-flatted building
which is specialized for a specific work that is
(changing the electrical power from 132 kv to -
33 and 11-kv).
2
DESCRIPTION OF THE PROJECT
• The area of the building is 711.36 m2 (with dimensions of 68.4m*10.4m), so
the building is divided into two joints in the longitudinal direction.
• The project located in Raniyah where is a city in Kurdistan therefore in the
calculation of the project cost we used the prices in the markets of
Kurdistan with US Dollars.
• We calculated Durations for all items with regarding to output per crew
(and sometimes we used more than one crew per day for a specific item to
speed up the progress of the item).
3
STEPS OF CALCULATION
QUANTITY CALCULATION
After obtaining all DWG files for the project we began to calculate the Quantities for
items.
4
Details for Excavation ( As an example )
5
In our project we had
41 items, but here we
will take Excavation
as an example to
show how all
calculations have
done.
6
The Plan of The Footings
OBTAINING COSTS
7
In our country ( Kurdistan ) the cost of excavation is 4.00 US Dollars per one cubic
meter of Excavation for substations.
Then we calculated all the ( quantities and costs ) for the other items, and the total
cost of the project reached 543,145.76 US Dollars.
DURATION CALCULATIONS
8
And also based on the ( Quantities and standards of productivity per crew ) we
calculated the Durations for each item, as some examples shown below:
9
Ground Floor Columns
Ground Floor slab
10
First Floor columns
The Roof
11
Roof Drain
Side Walk Ways
We calculated the reinforcement for the concrete items from the foundation to the
roof slab. We will take the foundation reinforcement as an example.
12
REINFORCEMENT CALCULATION
13
Typical Section of the Footings
14
Total Reinforcement for the Project
15
Ground Floor Columns
Ground Floor Beams
Ground Floor
Slabs
Just like the reinforcement we calculated the formwork for the concrete items from
the foundation to the roof slab.
And also we will take the foundation formwork as an example.
16
FORMWORK CALCULATION
17
FORMWORK CALCULATION
18
Total Formwork for the Project
19
Pedestals and Tie beams
20
First Floor Columns
Ground Floor Columns
21
Ground Floor Slab-as an
example of slabs
22
Method of Statement
23
THE PROJECT WITH
MICROSOFT PROJECT & PREMAVERA
• Based on the durations we calculated the previously for each item we planned for
the project by using MS Project & Primavera.
• And also we made the proceedings of activities based on our engineering
experience.
For 100% Complete
I. MS PROJECT
24
THE PROJECT WITH
MICROSOFT PROJECT & PREMAVERA, continued.
For 75% Complete
25
THE PROJECT WITH
MICROSOFT PROJECT & PREMAVERA, continued.
For 50% Complete
26
THE PROJECT WITH
MICROSOFT PROJECT & PREMAVERA, continued.
For 25% & 0.0% Complete
27
THE SUMMERY OF THE WHOLE PROJECT
WITH MS PROJECT
28
II. PRIMAVERA
29
II. PRIMAVERA, continued
30
II. PRIMAVERA, continued
31
II. PRIMAVERA, continued
32
II. PRIMAVERA, continued
33
Network Diagram and Critical Path
Thank You
And Hope This Been Useful
34

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Construction m.emu master student project1