UNIVERSITI MALAYSIA PERLIS
Faculty of Civil Engineering Technology
AMJ40403
ENGINEERING PROJECT MANAGEMENT
MINI PROJECT
TITLE:
MANHATTAN BUSINESS CENTRE PROJECT (2 STOREY
SHOP OFFICES) IN IPOH, PERAK
PERPARED FOR
: IR DR MOHD ASRI AB RAHIM
PREPARED BY
: GROUP 1
NO.
NAME
MATIRCS NO.
1.
ADAM BIN AMIR
181130664
2.
FRANKIE LOH CHENG GUAN
181130673
3.
MUHAMMAD IKRAM HAKIM BIN SUHAIMI
191132941
4.
NUR AQILAH BINTI ADNAN
181133175
5.
RAJA AZAMUDDIN SHAH BIN RAJA ANUAR
181132684
ZALEHAN SHAH
Table of Content
Page
1.0 INTRODUCTION
1.1 Project Title
1
1.2 Purpose of the Project
1
1.3 Location of the Project
1-2
1.4 Objectives of the Project
2
1.5 Total Cost of the Project
2
1.6 Specification
2-3
1.7 Types of Materials
3-4
2.0
BREAKDOWN/SUBDIVISION OF MANHATTAN BUSINESS CENTRE
PROJECT
5-6
3.0
ACTIVITIES INVOLVED AND LOGICAL ARRANGEMENTS OF THE
ACTIVITIES.
7-10
4.0 RESOURCES AND QUANTITY NEEDED
11-12
5.0 PROJECT COSTING AND TIME ESTIMATION
5.1 Overall Cost
13
5.2 Cost Analysis
5.2.1 Site Preparation to Framing
15-18
5.2.2 Drywall, Exterior Driveways & Walkways
18-20
5.2.3 Floor Finishing
21
5.2.4 Install Bathroom Features
22
5.2.5 Piping, Plumbing and Electrical Wiring
23
5.2.6 Exterior Clean-Up
24
6.0 SCHEDULE PLANNING
6.1 Overall Schedule Planning
6.2 Network Diagram
25
26-35
7.0 CASH FLOW
36
8.0 BASELINE PLAN
37
9.0 PROJECT PLANNING SUMMARY
38
1.0 INTRODUCTION
1.1 Project Title
Manhattan Business Centre: Jalan Pasir Puteh (20' x 75' / 20' x 80) two story shop offices.
1.2 Purpose of the Project
Jalan Pasir Puteh is a well-known local landmark at station 18, Ipoh Perak. For instance,
AEON Station 18 shopping mall, Tesco Hypermarket, Pengkalan Emas Mall, McDonald’s,
Maybank, Public Bank, etc. Manhattan Business Center is established itself as a prominent
landmark in Ipoh with concept of New York’s iconic Manhattan streets. The project some
with 3 story shop offices with modern design, standard lot size (20' x 75' / 20' x 80') and
over 200 carparks.
1.3 Location of the Project
This project is located at Pusat Perniagaan Pengkalan Putra (Manhattan Business Center),
Jalan Pasir Puteh, 31650 Ipoh, Perak.
Figure 1: Map of Ipoh, Perak
1
Figure 2: Location of the project site
1.4 Objectives of the project
1. To provide an affordable and comfortable shop office with construction of business
centre that close to well know local landmark.
2. Plan and manage the entire project, including design, construction phases, marketing
and cost accounting.
1.5 Total Cost of the Project
Around 51 units of shop office which the costing up to RM1.5 billion.
1.6 Specification
A development of a shop office with land size of 20' x 75' / 20' x 80. The construction of
the shop office takes into account practicality and makes full use of the space. Spaciousness
is a promise with a minimum built-up of 1600 sq. ft. The price of these shop office is about
RM688000.00, which is reasonable and affordable for people to buy. There is also a
guarded community in the shop office so that residents will feel safe and secure.
Shop Office specification:
Structure
: Reinforced Concrete
Roof
: Metal Roofing
Ceiling
: Plaster Ceiling / Asbestos Free Ceiling Sheets / Skim Coat
2
Windows
: Aluminium Framed Casement / Fixed / Top Hung
Doors
: Shop – Roller Shutter & Flush Door
: Office – Flush Door
: Toilet – PVC Door
Wall Finishes
: External wall – Weather Shield Paint
: Internal Wall – Emulsion Paint
: Toilet – Ceramic Tiles Up to Ceiling Height
Floor Finishes
: Shop, Office and Staircase – Cement Render
: Toilet – Ceramic Tiles
Stairs
: Porcelain tiles
: Steel (Handle)
Windows
: Aluminium casement window
: Glass
1.7 Types of Materials
1. Concrete
2. Wood
3. Steel
4. Plastics
5. Glass
6. Metal
7. Paint
8. Painting brush
9. Painting roller
10. Brick
11. Clay Blocks
12. Cement
13. Sand
14. Tiles
3
15. Aluminium Window Frame
16. Glass Panel
17. Door
18. Ceiling
19. Hammer
20. Fine Aggregate
21. Coarse Aggregate
22. Hardware tools
4
2.0 BREAKDOWN/SUBDIVISION OF MANHATTAN BUSINESS CENTRE
PROJECT (2 STORY SHOP OFFICE) IN IPOH, PERAK
1) site preparation
- Site Clearance
- Disconnection of infrastructure
2) Earthwork and Foundation - Excavation
- Frame Building
- Mix and Pour Concrete
3) Framework
- Layout and Wall Framing
- Joints installment
4) roof construction
- Installation of Precast Steel Roof Truss
- Installation of Roof Tiles
5) Door Painting
- Setting out
- Door Frame
6) Roof Construction
- Installation of Precast Steel Roof Truss
- Installation of Roof Tiles
7) Porch Slab
- Form work
- Concrete
8) Ironmongery
- Equipment Testing
9) Bathroom Features
- Installation of bathroom equipment
10) Pipping
- Install Drain Pipping
- Install Water Supply Line
11)Electricity
- Wiring and Cable work
12) Painting
- Interior and exterior paint
5
13) Finishing
- Mosaic Installation and Plastering
6
3.0 ACTIVITIES INVOLVED AND LOGICAL ARRANGEMENTS OF THE
ACTIVITIES.
ACTIVITIES
LOGICAL ARRANGEMENT
Site Preparation
Site Clearance
•
Involve removal of waste to ensure
that an area or stretch of land is free
from any hazards.
•
The use of heavy machinery such as
bulldozer and backhoe to transfer
removal of waste.
•
Expertise of skilled team to manage
removal of waste.
Disconnection of Infrastructure
•
Earthwork and Foundation
Electrical connection, water supply
and sewer system are required to
disconnect prior from the main
sources.
Earthwork
•
Excavator is used for construction of
earth embankments such as moving,
cutting, or filling earth.
Build a Frame
•
The excavated site is encircled using
the wooden form.
Mix and pour concrete
•
7
A wheelbarrow or a bucket is filled
with the proper mixture of concrete
and water.
•
Framework
Fresh concrete will be pour into the
foundation of frame.
Layout and frame the walls
•
The layout of the floor plan is firstly
marked onto either a concrete slab or
plywood decking with the chalk.
Install the joints
•
Roof Construction
The joints are cut to the level with
the outer surface of the outer wall
and placed along the top plate of the
planting wall.
Installation of Precast Steel Roof Truss
•
For the roof construction, the
installation of the precast roof truss
is firstly done. The roof truss is
designed to bridge the space above a
room and to provide support for a
roof. Trusses usually occur at
regular intervals, linked by
longitudinal timbers such as purlins.
Installation of Roof Tiles.
•
Door
After that, installation of roof tiles
will be followed. Roof tiles are used
to cover the uppermost part of a
building or shelter, providing
protection from animals and the
elements, including rain and snow,
as well as heat, wind, and sunlight.
Setting out
•
Cross line level laser method used to
install the door of the Shop Office.
8
Door Frame
•
The door framework will be
installed which is the surrounding
assembly into which a door fit.
•
To ensure that no particle ruin the
door surface.
Porch Slab
Form work
•
Install formwork for porch slab by
using the equipment such as
hammer, plywood and others.
Concrete
•
A concrete mixer is used to combine
cement, coarse and fine material.
•
When making a concrete mixture,
make sure to continuously mix all of
the dry ingredients.
Ironmongery
•
Identify the dimensions of the door
panel and check any surface damage.
Then, testing for closing and
opening.
Bathroom Features
•
The bathroom should have complete
equipment such as bath, sink and
mirror.
Pipping
•
Install drain piping.
•
Install water supply line.
•
Set Electric Boxes
Electricity
9
•
Install Electric Service Panels
•
Electrical Walk Through
•
Electrical Rough-Wire
•
Wiring and cable
Painting
•
Alarm systems
•
Telephone systems
•
Television systems
•
There are no strict rules to follow the
below painting process but most of
the people will follow the same
process in shop office construction.
One important thing is to make a
note of colour name and number.
Now colour mixing is done through
software. Vendor will mix the
selected paint into white base of
paint category. Make sure to note
down the number of the paint for the
future purposes.
Type of painting:
➢ Interior Prime Coat
➢ Interior Prime Trim
➢ Interior Finish Coat Trim
➢ Exterior Prime Coat
➢ Exterior Prime Trim
➢ Exterior Finish Coat Trim.
Finishing
10
•
Floor finishes such as install the
mosaic.
•
Wall finishes such as plastering.
•
11
Cleaning up.
4.0 RESOURCES AND QUANTITY NEEDED
Resource and quantity deal with coordination of resources (human, financial and material) for
the purpose of achieving the specified objective within the given scope, costs, time, quality and
satisfaction of the participants. This project will require the use of several materials and
resources, and it is necessary to identify the quantity of each item.
WORKER
No
ELEMENTS
QUANTITY(PERSON)
1.
General
68
2.
Operator
9
3.
Electrical
6
4.
Plumber
6
MACHINE
No
ELEMENTS
QUANTITY(PERSON)
1.
Bulldozer
6
2.
Truck
9
3.
Excavator
6
4.
Cement mixer
9
MATERIAL
No ELEMENTS
QUANTITY(PERSON)
1.
Brick
1325 pallet
2.
Clay block
750 pallet
3.
String
15 yard
4.
Glass panel
450 unit
5.
Window frame (24x12) cm
1313 unit
6.
Hammer
9 unit
7.
Nail
68 box
8.
Screw
5 box
9.
Plastic pipe Pvc (2mm)
338 meter
10. Cement
2.3 tan/day (max)
11. Wire
30 meter/day
12
12. Cable
30 meter/day
13. Paint with brush
120 units
WOOD
No ELEMENTS
QUANTITY(PERSON)
1.
Plywood 2mm (24x12) cm
3600 unit
2.
Door frame (76x213) cm
375 unit
3.
Door
375 unit
SAND
No ELEMENTS
QUANTITY(PERSON)
1.
Sand
25313 m3
2.
Coarse aggregate
68 Mtan
3.
Fine aggregate
68 Mtan
13
5.0 PROJECT COSTING AND TIME ESTIMATION
5.1
Overall Cost
Table shows the overall construction cost for this project. All construction works will be
done by subcontractor and the estimated cost are including materials and transportation.
Activities
Description
Cost
RM 52170
1
Site Preparation
2
Earthwork
RM 16689400
3
Framework
RM 90705105
4
Wall Construction
RM 714075
5
Windows
RM 3490500
6
Doors
RM 300000
7
Porch Slab
RM 1731600
8
Floor Finishing
RM 4142010
9
Bathroom Features
RM 29719200
10
HVAC Piping
RM 345000
11
Plumbing
RM 130000
12
Electrical Wiring
RM 1100000
13
Wiring & Cable Installation
RM 220000
14
Exterior Clean Up
RM 468750
Total
14
RM 149807810
5.2 Cost Analysis
5.2.1 Site Preparation to Framing
Duration
Activities
Sub
activities
Site
Clearance
(days)
15
Site
Preparation
Equipment/
materials
needed
Disconnection
12
Total
Quantity
(RM)
(RM)
(RM)
with
days
Total
General
Labour
50.00
15
750.00
11250
Trucks With
Operator
200.00
4
800.00
12000
180.00
4
720.00
10800
-
-
-
General
Labour
50.00
15
750.00
9000
Plumber
100.00
4
400.00
4800
Electrician
90.00
4
360.00
4320
-
-
-
Backhoe
Loader With
Operator
Other Expense
Services
Estimated
cos per
day/items
Other Expense
Total Site Preparation Cost
Excavation
Earthwork
Grading
Soil
Compaction
25
25
52170
Excavator
With Operator
300.00
4
1200.00
30000
General
Labour
50.00
15
750.00
18750
Trucks
180.00
6
1080.00
27000
Land
Levelling
Tools
300.00
8
2400.00
60000
180.00
4
720.00
18000
General
Labour
50.00
15
750.00
18750
Carpenter
90.00
4
360.00
9000
1800.00/unit
2
3600.00
72000
50.00
15
750.00
15000
Backhoe
Loader With
Operator
Hisaki Plate
Compactor
20
General
Labour
15
Backhoe
Loader With
Operator
Sewerage
Line
40
Installation
180.00
4
720.00
14400
Backhoe
Loader With
Operator
160.00
4
640.00
25600
Upvc Pipes
200mm
5.00/m
225
1125.00
45000
Excavators
With Operator
300.00
4
1200.00
48000
Trucks With
Operator
180.00
4
720.00
28800
Bulldozer
With Operator
180.00
4
720.00
28800
General
Labour
50.00
20
1000.00
40000
Plumber
100.00
4
400.00
16000
Excavator
With Operator
200.00
4
800.00
68000
350.00
2
700.00
59500
90.00
6
540.00
45900
Plywood
2400x1200m
M
60.00/pcs
2400
144000.00
12240000
Portland
Cement
340/tonnes
1.5/day
510.00
43350
Structural
Steel Bar
5000/tonnes
2.25
11250.00
956250
90.00
6
540.00
45900
90.00
6
540.00
45900
46.00/ m3
50/ day
2300.00
195500
General
Labour
50.00
25
1250.00
106250
12mm
Plywood
60.00/psc
reuse
-
Crane With
Operator
Concretor
12mm
Isolated
Footings
Construction
85
Steel
Bar
Bender
Cement Mixer
Sand
Concrete Slab
Construction
85
16
Structural
Steel Bar
5000/tonnes
4.5
22500.00
1912500
90.00
6
540.00
45900
Portland
Cement
340/tonnes
1.5/day
510.00
43350
General
Labour
50.00
20
1000.00
85000
46.00/ m3
50/ day
2300.00
195500
90.00
6
540.00
54900
120.00
3
360.00
30600
Cement Mixer
Sand
Steel Bar
Bender
Other
Expenses
85
Administration
Total Earthwork Cost 16689400
85
1500.00/40
m3
675
350.00
2
700.00
59500
340/tonnes
1.5/day
510.00
43350
Cement Mixer
90.00
6
540.00
45900
Brick
0.35
20250/da
y
7080.00
601800
Polyethylene
Sheets
190.00
15/day
3800.00
323000
Plasterboard
Lining
20.00/ m2
20/day
400.00
34000
12mm
Plywood
60.00/pcs
reuse
-
General Labor
50.00
45
2250.00
191250
Trucks With
Operator
180.00
6
1080.00
91800
Block Layer
85.00
200
17000.00
1445000
Carpenter
90.00
6
540.00
45900
Structural
Steel Bar
5000.00/tonn
es
4.5
22500.00
1445000
90.00
6
540.00
54900
Timber
Crane With
Operator
Portland
Cement
Framework
Timber
Framework
Steel Bar
Bender
17
1012500.00 86062500
Sand
46.00/ m3
50/ day
2300.00
52.00/tonnes
4/day
205.00
40.00/tonnes
4/day
208.00
17680
120.00
3
360.00
30600
Stone
Aggregates
10mm
195500
17425
Stone
Aggregates
20mm
Administration
Total Framework Cost 90705105
5.2.2 Drywall, Exterior Driveways & Walkways
Duration
Activities
Sub activities
Setting Out
(days)
6
Equipment/
materials
needed
45
Quantity
(RM)
(RM)
(RM)
with
days
Total
500.00
8
4000.00
24000
General
Labor
50.00
45
2250.00
101250
180.00/pallet
35pallet
(600pcs)
/ day
6300.00
283500
65.00/roll
15/ day
975.00
43875
30.00/roll
10/day
300.00
13500
4/day
1360.00
61200
Damp Proof
Membrane
Brickwork
Total
Theodolite
Surveying
Red Brick
Wall
Construction
Estimated
cos per
day/items
Exmet
Galvanised
Mesh
340.00/tonne
Portland
Cement
s
Sand
46.00/ m3
75/ day
3450.00
155250
Trowels
3.50/unit
200
700.00
31500
Total Wall Construction Cost
Windows
Setting Out
10
Cross
line
level laser
Installation
18
200.00
8
1600.00
714075
16000
Window
Subframe
80.00
650
52000. 00
1300000
0.5bag
Subframe
Steel Tie
25
360.00/bag
(100pcs)/
day
100.00
225
Silicone
30.00
10/day
300.00
7500
Glass Panels
200.00
300
60000.00
1500000
Glass Lifter
40.00/unit
10
400.00
10000
Window
Main Frame
Main Frame
Glass Panel &
Glazing
180.00
22500.00
4500
562500
Installation
Total Window Cost 3490500
Setting Out
10
Cross Line
150.00
Level Laser
8
1200.00
12000
375000
Installation
Door Frame
Doors
Door Panels
30
Door Frame
50.00
250
12500.00
Steel Tie
reuse
-
-
Door Panels
300.00
250
Screwdriver
200.00/unit
8
1600.00
48000
130.00
80
10500.00
315000
Total Door Cost
300000
Paint With
Painting
Brush
Ironmongery
Screwdriver
75000.00 2250000
reuse
Ground Beam
Formwork
Porch Slab
19.60/sheet
200
3900.00
156000
Hammer
30.00unit
8
240.00
9600
4
400.00
16000
Carpenter/Lab
Our
40
Reinforcement
Bar
Plywood
Steel Bar
Steel Bar
Bender
Bar
Bender/Labor
19
100.00
2,000.00/bun
dle
8
3,000.00/unit
3
100.00
6
16000.00
9000.00
600.00
640000
360000
24000
Portland
Cement
1/day
350.00
14000
65.00/MTon
1/day
65.00
2600
45.00/MTon
1/day
45.00
1800
Concrete
Mixer
150.00
6
600.00
24000
Compactor
Reuse
6
-
-
17.50/5inches
20
350.00
14000
200.00
10
2000.00
80000
720.00/unit
2
1440.00
57600
Coarse
Aggregate
Concreting
340.00/tonne
Fine
Aggregate
s
Ground Slab
Compaction
Bakau
Piling Frame
Bakau Piling
Chain Saw
Machine
Portland
Cement
Reuse
Coarse
Reuse
Fine
Aggregate
40
Reuse
-
Concrete
Mixer
100.00
6
Steel Bar
2,000.00/bun
dle
4
Steel Bar
Bender
Bar
Bender/Labor
Portland
Cement
Coarse
Concreting
-
Aggregate
Lean Concrete
Reinforcement
Bar
-
Aggregate
Fine
Aggregate
20
600.00
8000.00
reuse
100.00
24000
320000
-
6
600.00
24000
reuse
-
Reuse
-
Reuse
-
Concrete
Mixer
150.00
6
900.00
36000
Total Porch Slab 1731600
5.2.3 Floor Finishing
Duration
Activities
Floor
Measurement
Sub
activities
Measures
The Width
And Length
Check For A
Squeaky
Floor
Ground
Floor
Screening
(days)
Equipment/
materials
needed
Measuring
Tape
Cutting The
Baseboard
Screwdriver
30
Hardwood
Floor
Maintenance
Countertops
Installation
Place The
Board
10
300.00
3000
(RM)
30.00/unit
Total
30
Wipe Off
The Dust
550
55000.00
1650000
Shovel
25.00/unit
15
375.00
11250
Plaster’s
Polyurethane
Float
35.00/unit
10
350.00
10500
340.00/tonnes
1/day
340.00
10200
19.00/pcs
900
17100.00
513000
125.00/unit
6
750.00
22500
26.00/500gm
2/ day
52.00
1560
AlcoholBased To
Spray
20.00/unit
45
900.00
27000
Mop
10.00/unit
10
100.00
3000
Fill With
Wood Putty
Measures
30
Measuring
For
Installation
30
Tape
30
reuse
100.00/unit
Pneumatic
Nail Gun
Use A
Flooring- Kit
Attach
Cabinet
(RM)
(RM)
with
days
Quantity
Screed
Board
Staple The
Board
Fill In The
Gaps
Total
10
Cement
Floorboard
Installation
Estimated
cos per
day/items
Reuse
Base Cabinet
130.00/unit
300
39000.00
1170000
Sink
40.00/unit
150
6000.00
180000
Cabinet
300.00/unit
100
30000.00
90000
21
Acrylic Gum
50.00
300
15000.00
450000
Total Floor Finishing 4142010
5.2.4 Install Bathroom Features
Activities
Wall
Finishing
Bathroom
Features
Sub
activities
Bricks
Installation
Install
Bathroom
Features
And
Equipment
Duration Equipment/
materials
(days)
needed
60
60
Estimated
cos per
day/items
Total
Quantity
(RM)
Total
(RM)
(RM)
with days
Bricks
138.00/pallet
20pallet(600pcs)
/ day
2760.00
Cement
20.00/1bag
30bags/ day
600.00
36000
Tiles
Adhesive
30.00
1000
30000.00
1800000
Ceramic
Tiles
5.00
600/day
3000.00
180000
Cabinet
120.00
450 units
54000.00
3240000
Double Sink
150.00
300 units
45000.00
2700000
Bathtub
70.00
250 units
175000.00
10500000
Shower
50.00
250 units
12500.00
750000
Hot-Water
Heater
300.00
250 units
75000.00
4500000
Toilet Bowl
300.00
250 units
75000.00
4500000
Mirror
40.00
200 units
8000.00
480000
Door
60.00
250 units
15000.00
900000
Total Install Bathroom Features Cost
22
165600
29719200
5.2.5 Piping, Plumbing and Electrical Wiring
Duration
Activities
HVAC Piping
Sub activities
(days)
(RM) with
days
HVAC Layout
And Measure
20
25000
HVAC RoughIn
45
30000
HVAC Set
Indoor Units
20
180000
HVAC
Temporary Heat
20
110000
Total HVAC Piping Cost
Plumbing
Wiring &
Cable
Installation
345000
Plumbing
Layout
20
62000
Plumbing
Rough-In
45
68500
Total Plumbing Cost
Electrical
Wiring
Total
13000
Set Electric
Boxes
30
53500
Install Electric
Service Panel
30
47500
Electrical WalkThrough
20
80000
Electrical
Rough-Wire
30
910000
Total Electrical Wiring Cost
1100000
Telephone
System
30
110000
Television
System
30
110000
Total Wiring & Cable Installation Cost
23
220000
5.2.6 Exterior Clean-Up
Activities
Sub
activities
Estimated
cos per
day/items
Duration Equipment/
materials
(days)
needed
Removes
Debris
15
Aluminium
Dustbin
Steels
Removes
Bricks
Lorry
Windows
Washing
Doors
15
Quantity
(RM)
Removes
Lumber
Removing
All Trash
From
Property
Total
Water Jack
Floor
Total
(RM)
(RM)
with days
20.00
50
1000.00
15000
40.00
50
2000.00
30000
50.00
50
2500.00
37500
150.00
5
750.00
11250
100.00
90
9000.00
135000
70.00
90
7000.00
105000
100.00
90
9000.00
135000
Total Exterior Clean-Up Cost
24
468750
6.0 SCHEDULE PLANNING
6.1 Overall Schedule Planning
25
6.2 Network Diagram
26
27
28
29
30
31
32
33
34
35
7.0 CASH FLOW
No
Activities
1
Site Preparation
52170
52170
0.03
2
Earthwork
16689400
16741570
11.2
3
Framework
90705105
107446675
71.7
4
Wall Construction
714075
108160750
72.1
5
Windows
3490500
111651250
74.5
6
Doors
300000
111951250
74.7
7
Porch Slab
1731600
113682850
75.8
8
Floor Finishing
4142010
117824860
78.6
9
Bathroom Features
29719200
147544060
98.4
10
HVAC Piping
345000
147889060
98.7
11
Plumbing
130000
148019060
98.8
12
Electrical Wiring
1100000
149119060
99.5
13 Wiring & Cable Installation
220000
149339060
99.6
14
468750
149807810
100
Exterior Clean Up
Cost (RM) Cumulative Cost (RM) Percentage (%)
36
Site Preparation
Earthwork
Framework
Wall
Construction
Windows
Doors
Porch Slab
Floor
Finishing
Install
Bathroom
Features
Piping,
Plumbing
and
Electrical
Wiring
Exterior
Clean-Up
37
Jan-27
Jan-27
Mar-26
Jan-25
Dis-24
Nov-24
Sept-24
Aug-24
Jul-24
Jun-24
April-24
Feb-24
Jan-24
Nov-23
Oct-23
Jun-23
Mar-23
Nov-22
Jul-22
May-22
Apr-22
Mar-22
Feb-22
Jan-22
Dis-21
Activity
Dis-21
8.0 BASELINE PLAN
9.0 PROJECT PLANNING SUMMARY
In Malaysia, two-story store offices can be classified as the most common office type. This
project is a good investment for us and be able to contribute to the development of this country.
Besides that, we able to increase the good lifestyle of the community around the Perak. The
Purposed of this project is to establish itself as a prominent landmark in Ipoh with concept of
New York’s iconic Manhattan streets. The project some with 3 story shop offices with modern
design, standard lot size (20' x 75' / 20' x 80') and over 200 carparks.
The offices are built with practicality in mind, with the spaces fully extended for maximum
living space The schedule planning shows that this project takes 7 years to finish starting from
29th December 2021 until 22nd January 2027. It includes all the activities which are site
preparation, earthwork, framework, floor finishing, wall construction, electrical wiring, and so
on. For the estimated budget required in this development and running the business is RM
149807810. All construction works be done by subcontractor and the estimated cost is
including materials and transportation.
According to the project that has been planned, the completion period takes too longer time
due to many sub activities that need to be done in order to complete a project plan for housing
project. There are quite many interiors works that required to be completed within the given
time duration, yet it is taking longer time to complete.
The most critical activities involved for this project are 360 days in durations which are
earthworks that involves Grading, Soil Compaction, Sewerage Line Installation, Isolated
Footings construction, Concrete Slab Construction and Other Expenses. These kinds of works
taking too longer time to get completed.
Somehow, these critical paths can be taken into actions to shorten the time in order to complete
project as soon as possible by taking actions like increasing working time or shift work for the
employee or taking into man powers in order to finish up the work earlier. The more the
manpower probably will ensure the project to be completed and accomplished. In overall, the
project is running with smooth and with correct master planning.
38