Final submission be 2.0

SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN
BACHELOR OF QUANTITY SURVEYING (HONOURS)
BUILDING ECONOMICS (QSB60804) ASSIGNMENT
GROUP MEMBERS:
NO. NAME STUDENT ID
1 ADELE LU KHAI SYN 0323151
2 ALWIN NG KUN KET 0323596
3 DARREN TAN QUAN WEN 0322662
4 ELISSA CHANG YUH TING 0326909
5 JACQUELYN VANESSA TEE 0320021
6 LEONG LI JING 0323628
7 LOO SIAH MONG 0321995
8 MICHELLE TUNG MAN KAYE 0324175
SEMESTER: 5 (AUGUST - DECEMBER 2018)
LECTURER: SR. SHIRLEY CHIN AI LING & MS. NURULHUDA HASHIM

TABLE OF CONTENT
PART CONTENT PAGE
1 INTRODUCTION
1.1 COMPANY PROFILE
1.2 CLIENT’S BRIEF
1.3 PROJECT BRIEF
1.4 KEY FEATURES OF PROPOSED SITE AND
ITS SURROUNDINGS
1.5 BENCHMARK PROJECT
1.6 BUILDING DESIGN PROPOSAL
2
5
7
9
13
14
2 CONSTRUCTION COST
2.1 OVERALL CONSTRUCTION COST ANALYSIS
2.2 BREAKDOWN OF COST ANALYSIS
2.2.1 BASEMENT
2.2.2 GROUND FLOOR & PODIUM
2.2.3 TOWER A & B
2.2.4 OTHERS (Allowances)
31
36
39
42
46
3 CONCLUSION 48
4 REFERENCES 51
5 APPENDICES
5.1 PRELIMINARY COST APPRAISAL & COST
PLAN
5.2 BENCHMARK PROJECT ALLOCATION
5.3 BREAKDOWN OF COST CALCULATIONS
5.4 MEETING MINUTES
52
1

PART 1 - INTRODUCTION
1.1 COMPANY PROFILE
ATLANTIS QS CONSULTANCY SDN BHD is a Chartered Quantity Surveying Consulting
Firm registered with Lembaga Juruukur Bahan Malaysia (LJBM) and the Board of Quantity
Surveyors Malaysia (BQSM). The company was established in 1997, based in Kuala Lumpur,
Malaysia.
Atlantis QS Consultancy Sdn Bhd is currently run by 8 directors with an overall of 80 staffs. The
company provides quantity surveying and project management consultancy services to clients to
obtain value for money in their projects or developments.
For the past 21 years, Atlantis QS Consultancy Sdn Bhd has proved itself to be a consulting firm
with the strong expertise and long experience in this challenging construction industry in
Malaysia. The firm has succeeded in providing its consultancy services to local and international
clients and projects which the total contract value worth over RM2.5 billion.
2

MISSION
To deliver superior services by listening to our clients and understanding the requirements, and
by providing them with innovation, technical experiences and cost effective solutions that meet
their objectives and exceed their expectations.
VISION
To be an enduring world class quantity surveying and cost engineering consultant.
SCOPE OF WORK AND SERVICES
Through years of experience, our knowledge and skills allow us to perform several professional
services from the inception stage to the post contract stage such as the following:
● Inception stage
○ Feasibility studies and economics analysis
○ Preliminary estimates
○ Cost planning
○ Advice on procurement route and contract type
○ Forecasted / Projected cash flow
● Tender stage
○ Preparation and production of bills of quantities
○ Preparation of tender documents
○ Pricing and cost checking
○ Negotiation of tender / contract
○ Appraisal and recommendations of tenders
3

● Construction stage
○ Contract management
○ Cost control
○ Financial statements
○ Valuation for interim payment
○ Valuation and agreement of variations
○ Remeasurement and pricing of works
● Post contract stage and other services
○ Contractual advice and guidance
○ Settlement of disputes and claims
○ Preparation of final account statements
○ Project management
○ Construction management
○ Value management
4

1.2 CLIENT’S BRIEF
CLIENT’S BRIEF
VERSION 1.1 (PREPARED ON 10TH OCTOBER 2018)
RECIPIENT: ATLANTIS QS CONSULTANCY SDN BHD
1 PROJECT NAME
THE SLOTH RESIDENCY
1.1 THE PROJECT
PROJECT LOCATION Kuala Lumpur, Malaysia
NATURE OF WORK Serviced Apartment
STANDARD OF
DEVELOPMENT
High End Luxury Serviced Apartment
PROJECT DETAILS Two Towers On Podiums And Basements
2 PROJECT DESCRIPTION
Located in one of the most vibrant and cosmopolitan districts of Kuala Lumpur, The
sloth residency is a modern urban retreat that fuses a haven of relaxation with a lively
city vibe. Comfort and personalised service meet contemporary style and a variety of
dining, lifestyle facilities and services, including 24-hour security, housekeeping,
laundry services which is ideal for young urbanites, families and even sophisticated
5

executives. A place to feel at home, and in the heart of it all.
3 SUPPLEMENTARY INFORMATION
Project location shall be chosen in an area which has the best access to public
facilities with one of the best city view.
4 BUDGET
The cost for the whole project shall be within our cost budget, which is
RM 350,000,000.00 or lower.
5 FORMS OF CONTRACT
FIDIC RED BOOK 2017
6 SPECIFICATIONS
The project shall include the following:
● 2 blocks of serviced apartments, 34 storeys for each block (including roof
facilities level, lift motor room level and roof top level)
● 7 storeys of podium
● 2 storeys of basement
● At least 5 different types of units shall be available
● Each storey shall have around 7 units
● Facade system shall be included
● Implementation of modern and lavish architectural finishes
SINCERELY
DIRECTOR OF FAR EAST ORGANIZATION (SINGAPORE)
MR. BRYAN CHIN
6

1.3 PROJECT BRIEF
SUMMARY OF PROJECT
CLIENT FAR EAST ORGANIZATION (SINGAPORE)
NAME OF DEVELOPMENT THE SLOTH RESIDENCY
PROJECT LOCATION JALAN ROBSON & PERSIARAN SYED PUTRA,
KUALA LUMPUR
TYPE OF DEVELOPMENT SERVICED APARTMENT
DETAILS OF
DEVELOPMENT
2 TOWERS OF SERVICED APARTMENT ON
PODIUMS AND BASEMENTS
STANDARD OF
DEVELOPMENT
HIGH END LUXURY SERVICED APARTMENTS
PROJECTED
EXPENDITURE
RM 350,000,000.00
7

As following as the summary above, The Sloth Residency is a high-end services apartment
development which consists of 2 storeys basement, 7 storeys podium and two blocks of 31
storeys service apartment and with 4 levels of duplex unit for both towers. There are total of 404
units of service apartment which several types are available for the whole development. The
basements and podiums are mainly for car parking for the residents and ancillary areas such as
electrical motor rooms.
The location requested by the client is in Kuala Lumpur, the main city of Malaysia. Nowadays,
people are looking for places which has good access for their needs such as shopping malls,
public transports, schools, offices and shop lots. A wise location should be chosen as it is the
major key to element to a successful project and to make sure that our client made a value for
money investment.
As this is a high-end service apartment, our total cost for the whole development will be much
higher compared to other service apartments as the materials used especially the architectural
finishing will be in better quality and unique in style. There are also special facilities provided
for different range of residents to make sure they can have a comfortable stay here.
8

1.4 KEY FEATURES OF PROPOSED SITE AND ITS SURROUNDINGS
The above map shows our proposed site location & street view
The above shows the street view of our proposed site location
The pictures above show the nature of the land, which is slightly sloped as it’s in a hilly
area
9

Location: Jalan Robson & Persiaran Syed Putra, 50460 Kuala Lumpur, Wilayah
Persekutuan Kuala Lumpur.
As per our client’s request, we have chosen a piece of empty land in Jalan Robson & Persiaran
Syed Putra, which is in the largest city and the national capital of Malaysia, Kuala Lumpur. It is
located near to Brickfields and Taman Desa. The land is naturally sloped as it is situated in a
hilly area, which is near to Bukit Seputih.
The area is developed to a residency area. Along the street, the neighborhood mostly consisted of
low to medium rise buildings such as bungalows, terrace housings and low-rise apartments. The
street is connected to Jalan Syed Putra which is the main road connected to Seputeh and Federal
Highway to Selangor, beside it is the Klang River.
The proposed site location is considered as a wise location to invest because there are many
strategic infrastructures nearby. The main railway station, KL Sentral is only 7 minutes’ drive
away from the site and there are few train stations nearby and one bus stop in Jalan Robson,
which is ideal for those who often need to use public transport. In terms of education, there is a
secondary school which is Kuen Cheng High School located along the main road. Besides that,
shopping malls such as Mid Valley Megamall and The Gardens Mall is only few minutes’ drive
away from the site. The area also consists of several restaurants such as Robson Heights Seafood
Restaurant and they’re within walking distance.
10

KL Sentral is Kuala Lumpur’s integrated rail transportation centre. It’s direct link to Kuala
Lumpur International Airport (KLIA 1 & KLIA 2). The residents need not to worry much when
they need to use public transport when travelling.
Kuen Cheng High School is a private secondary chinese school that it’s nearby to the residency.
Parents can send their children here for education as it’s nearby and exclude problems such as
long distance between their children school place and their home.
11

Mid Valley Megamall is a shopping mall few minutes drive away from The Sloth Residency. It’s
very convenient for our residents if they need to access to shopping malls to buy some needs or
to hang out with friends.
The Gardens Mall is just right beside Mid Valley Mall. Residents can spend their time
comfortably and do their shopping here as more than 200 outlets where top international fashion
brands are available here.
12

1.5 BENCHMARK PROJECT
The benchmark project for our project is The Loft, which is located at Lot 80 (Lot L) Section 70,
Kuala Lumpur. The Loft is a mixed development comprising of 2 tower blocks, 6 storey parking
and 1 storey amenities floor. Each of the tower block consisting 30 storey of condominium units,
with a total number of 600 units available. The total gross floor area for this project is
119,210m2 which is almost slightly bigger than our proposed project as our project has 404 units
only.
We choose this project as our benchmark project because the similarity of the nature and design
with out project, plus it’s also located in Kuala Lumpur. The rates and cost for this development
can be used as reference for our project for better cost estimating purpose. Since The Loft
showed the preferences of Malaysians in choosing their residency by achieving good sales,
therefore we can expect a good achievement in the sales which can provide our client a value for
money development.
13

1.6 BUILDING DESIGN PROPOSAL
1.6.1 Foundation System
Bored Piles foundation
The geological maps of Kuala Lumpur area show that the Limestone Formation dominates most
the area in Kuala Lumpur. The limestone is estimated to be about 1,850m thick, overlying
graphitic schist known as Hawthornden Schist. The top of the sequence is Kenny Hill formation
which occupies the heartland of Kuala Lumpur including areas at KLCC and Bukit Bintang.
Limestone is a common, chemical sedimentary rock formed primarily from calcium carbonate. It
is generally light-colored and can also include fossils of calcium carbonate-containing
organisms, like corals. While Kenny Hill Formation is a sequence of interbedded sedimentary
rocks that had experienced some metamorphism by the granite that intruded into it.
The type of foundation that is suitable for the bedrock area to sustain a high-rise building
development would be bored piles. Bored pile is another type of reinforced concrete pile, which
is used to support high building producing heavy vertical loads. The cast in-situ bored pile
system can penetrate through the rock layers by using special drilling machineries and this helps
to achieve a sufficient length, larger diameter and minimize the risk of foundation settlement.
14

The bore is carried out by the drilling rigs or by hydraulic cranes. The depth of the bore piles
depends on the construction and height of the vertical structure. Normally the depth of the bored
piles can be up to 50 m in the ground.
One of the key advantages of the bored pile system is that it does not produce the vibration and
noise level is also considerably low compared to the traditional piling system. Besides that, key
advantage the pile of any length can be extended into any soil type into the suitable bearing
material as the pilling systems create a great skin friction against the surrounding soil and
thereby allowing a better grasp on the ground. There is no need for the excavation of large
amount of ground. Since the boring is done on the specific site, there is no disruption to the
adjacent soil or structures. As mentioned, there will be no vibrations to disturb the vertical
structures or adjacent piles.
However, for bored pile construction, construction engineering requirements make it difficult to
test high quality precision on concrete piles, thus requiring skilled workers and closely monitored
for compliance construction procedures.
15

1.6.2 Basement foundation
Precast foundation walls is a simplify basement construction. The walls comprise high-strength
concrete panels manufactured off site. Each panel contains solid concrete studs for load-bearing
support and a built-in concrete footing. Moreover, precast panels use a high-strength, low-water
concrete mix, which makes them more water-resistant over the long run. Some panels include
rigid insulation to keep the basement warmer and rebar and polypropylene fibers for strength.
Other features and benefits of precast foundation walls include:
❏ Time and labor savings- No on-site curing time and the walls can be backfilled as soon as
the slab and first-floor joists are in place.
❏ Stronger, lighter and safer walls- Precast concrete panels are manufactured in
temperature-controlled environments, hence producing a stronger strength than standard
poured walls and concrete block. Besides, precast panels also thinner and of lighter
weight and more resistant to fire, termites, dry rot, and tornado and hurricane damage
than other foundation types.
❏ Better indoor comfort- Precast concrete panels are formed with integral rigid insulation.
Hence there is no additional insulation is needed to achieve a warm basement. Besides,
precast panels also are low-maintenance and have better soundproofing characteristics
than other foundation types.
❏ Water-resistant construction- The high-strength, low-water concrete mix used for precast
panels is denser than typical concrete, making it more water-resistant. This helps keep
basements dry without additional waterproofing
16

1.6.3 Architecture Features
1.6.3.1 Façade system
The overall external faces of the building are incorporate with the façade system with a low-e
glass system. Low-E glass has a microscopically thin; transparent coating that it is much thinner
than a human hair and also reflects long-wave infrared energy or heat. As we all know, glass is
one of the most popular and versatile building materials used today, due in part to its constantly
improving solar and thermal performance. One way this performance is achieved is through the
use of passive and solar control low-e coatings.
17

1.6.3.2 Water Features
There will be outdoor one water features located at the walkway before the entrance of the and
another one located at the lobby. The purpose of these greenery pond water features is to provide
an aesthetic purpose as well as inviting the inviting appearances to create a soothing environment
to make the visitors and tenants to have calm and peaceful soul. Besides, all components must
be present in order to be considered an ecosystem since all components interact to keep the pond
naturally balanced, thereby minimizing maintenance. Water features often offer additional
benefits such as increased curb appeal, reduced noise pollution due to the sound of water
overpowering outside noise and improved air quality.
18

1.6.3.3 Garden Landscape
One of the main reasons to include a garden landscape located the rooftop of the podium is
because it set a path or walkway on their lawn or garden is simply to provide better access to
hard to reach places, such as gardens and flowerbeds. Garden landscape is to provide a comfy
surrounding not to forget to enable the tenants to relax and chill during their off time from work
with their families. Many times, Gardens provides health benefits such as providing cleaner air
from the plants and reduce stress levels with its attractive environment.
19

1.6.3.4 Rooftop Dining Area
There will be outdoor and indoor rooftop dining area at the top of the condominium in tower A
and tower B. Rooftop dining is not very common in Malaysia hence, adding the additional
facilities and bring something new to downtown will attract more tenants and buyers on. All the
tenants are welcome to book and enjoy the view and scenery anytime. It provides a nice and
peaceful environment to calm and peaceful as it is suitable not only for youngster but also adults
to come and enjoy.
20

1.6.4 Other Services Facilities
1.6.4.1 Podium
Podium construction also known as pedestal or platform construction typically includes multiple
stories of light framing over a single or multi-story podium of another construction style, which
may include retail as well as above or below-grade parking levels. Sometimes the basement story
of a building may be treated as a podium. The podium is usually designed with a modelled base
and plinth at the bottom; a central surface known as a die, or dado.
21

1.6.4.2 Condominium Gym
Save your residents from some headaches of going out for a gym workout. Having a fitness
center in condominiums will add another bonus to a person decision on choosing the right
condominiums. The gym room provides variety of cardio and strength equipment such as
treadmill, spin bike, pin loaded and more to provide our residents a nice place to work out and
maintain physical health and fitness.This is a convenience that can really make your community
stand out above its competition, especially in a tough economy where gym memberships might
be difficult to keep. Residents need not to go out when they already have a place in their
backyard where they can stay fit and meet people with the same health and fitness passion.
22

1.6.4.3 Infinity pool & Sky jacuzzi
One of the best features is the infinity pool and sky jacuzzi which allows the residents especially
families to improve their relationship and chilling while enjoying the city view. If tenants and
other residents have a wide space to relax, sit down, run, barbeque, and read newspaper, this is a
big plus. Having some type of outdoor space that are engaging for family activities can help you
decide if this property will best suit your lifestyle. People are much more willing to compromise
on outdoor amenities if they are in a location that is desirable to them in some way which consist
of powerful jets for messaging purposes to provide stress release function for our residents.
People are willing to pay much higher prices to be in the heart of it all, meaning the building is
close to transportation, shopping, food, lifestyle, and entertainment. Pool and outdoor space top it
all.
23

1.6.4.4 Indoor Multipurpose Meeting Room
Indoor multipurpose meeting room can be a big bonus to the tenant as it allows them to hold a
small meeting, without having the trouble to find a suitable place for their own private meeting.
The meeting room can also be used as a gathering or small event without the need to pay more,
when it’s given to you freely.
1.6.4.5 Multipurpose Court
A multipurpose court can be used for basketball, badminton, futsal and more. This allows a
healthier lifestyle and shows a livelier environment. Through this ambiance, it would attract
more people are looking for lively neighborhoods. This could be a free advertisement attracting
more people to acknowledge the existence of the condominium.
24

1.6.4.6 Outdoor seating & Cafe
Outdoor seating is a relaxing place for the residents to have some conversations while enjoying
the city view or even the natural sunlight during the day. Besides comfortable sofa and deck
chair provided, green plants are also added to increase the resident’s comfort. Apart from that,
the Café offers the residents to enjoy coffee and desserts to put them in a good mood and makes
their life more enjoyable.
25

1.6.4.7 Playground & Convenience store
The children’s playground consisting colourful playground equipment and rubber mat to ensure
the kids can play in a safe environment. Besides, convenience stores located at a strategic area as
it will be more convenience as the parents will be able save to obtain their needs as it can reduce
the hassle of leaving the condominium. The convenience store allows the residents to buy their
needs without going to further place especially when they only need a thing or two.
1.6.4.8 Game room / mini library
The game room is a place where the residents can enjoy some entertainment facilities here while
the mini library provides them some books to read as well as a quiet place for them to read.
26

1.6.5 Schedule of Finishes
1.6.5.1 Tower B
27

SCHEDULE OF FINISHES
A) Bathrooms & Powder room B) Bedrooms & Study Room
Floor (800mm x 800mm Granite) Floor (timber strip)
Wall (800mm x 800mm Granite) Wall (19mm thick Plaster and Emulsion
Paint)
Ceiling (12mm thick Moisture Resistant
Plaster glass Board)
Ceiling (12mm thick Fibrous Plaster glass
Boards)
28

C) Living & Dining D) Kitchen
Floor (timber strip) Floor (300mm x 600mm Homogeneous
Tile)
Wall (800mm x 800mm Granite) Wall (300mm x 600mm Homogeneous Tile)
Ceiling (12mm thick Fibre Plaster glass
Board)
Boards)
29

E) Yard F) Lift Lobby & Lounge
Floor (300mm x 600mm Homogeneous Tile) Floor (800mm x 800mm Granite)
Wall (19mm thick Plaster and Emulsion
Paint)
Wall (800mm x 800mm Granite)
Boards)
Boards)
30

PART 2 - CONSTRUCTION COST
2.1 OVERALL CONSTRUCTION COST ANALYSIS
A. Gross Floor Area & Construction Floor Area
CFA = 89,729.33m2
GFA = 81,665.75m2
Breakdown of GFA:
Ancillary Area Circulation Area Usable Area Internal Division
4,499.63m2 31,756.23m2 39,417.48m2 5,992.42m2
6% 39% 48% 7%
Pie Chart 1: Breakdown of GFA for overall project
31

B. Construction Cost
Estimated Construction Cost for Main Building Works
The estimated construction cost for the main building works is approximately
RM281,646,037.93 excluding the cost for External Works, Preliminaries, Contingencies and
Cost Escalation. The summary for the main building construction cost estimation is shown in the
following table and pie chart.
(Refer cost breakdown in Appendix 4)
No. Item CFA (m2) Cost per m2
of CFA
(RM/m2)
Estimated
Construction Cost
(RM) (%)
1 Basement 8,010.50 4,024.87 32,241,194.45 11
2 Ground Floor & Podium 29,567.89 1,305.53 38,601,626.16 14
3 Tower A 26,199.03 4,042.17 105,901,059.78 38
4 Tower B 25,951.91 4,042.17 104,902,157.54 37
Subtotal (Excluding External
Works, Preliminaries,
Contingencies and Cost
Escalation)
89,729.33 3,138.84 281,646,037.93 100
32

Pie Chart 2: Percentage of Distribution of Cost Allocation for Main Building Works
Pie Chart 2 shows that the cost allocation of main building works are 11%, 14%, 37.5% for
basement, podium including ground floor and Tower A & B respectively. The basement has a
construction floor area (CFA) of 8,010.50m2 that amouts to 11% of the overall construction cost
with approximately RM32,241,194.45. The estimated amount for basement is slightly higher due
to the substructure and structural frame construction which is important as the foundation of the
overall building. The podium including ground floor has a CFA of 29,567.89m2 that amount to
14% of the overall construction cost with approximately RM38,601,626.16. The estimated cost
for podium and ground floor including all typical car park levels and all the facilities located at
Podium 7. Each of the tower cost approximately RM105 million. However, the estimated cost
for Tower A would be slightly higher than Tower B due to bigger CFA.
33

Breakdown of Functional Elements
Functional Elements Cost per m2 (RM/m2) Estimated Construction
Cost (RM)
Substructure 172.69 15,495,714.36
Structural Frame 732.55 65,731,021.49
Total Structural Works 905.24 81,226,735.85
External Walling and Finishes 322.64 28,951,277.27
Roof Covering, etc. 49.98 4,484,996.21
Internal Walling 140.80 12,633,868.64
Internal Finishes 540.64 48,511,336.92
Fittings, etc. 214.94 19,286,428.77
Total Architectural Works 1,269.02 113,867,907.82
Services 964.58 86,551,394,27
Total M&E Works 964.58 86,551,394.27
Total Estimated Construction
Cost
3,138.84 281,646,037.93
Pie Chart 3: Percentage of Distribution of Functional Element for Main Building Works
34

Architectural, Structural and M&E Works
Element Estimated Construction Cost Cost per m2 of CFA
(RM/m2)
(RM) (%)
Structural Works 81,226,735.85 29 905.24
Architectural Works 113,867,907.82 40 1,269.02
M&E Works 86,551,394.27 31 964.58
TOTAL 281,646,037.93 100 3,138.84
Pie Chart 4: Percentage of Structural, Architectural and M&E Works for Main Building
Pie Chart 3 and 4 shows the percentage of architectural, structural and M&E works has
approximately the same amount of cost allocation for main building works. The architectural
works has the highest percentage due to the emphasis of design for both internal and external
aesthetic appearance for a luxury condominium. Other than that, the percentage of M&E works
is 31% of overall cost allocation because a safe and comfortable living environment is also
emphasized with M&E works as much as on architectural and structural works.
35

2.2 BREAKDOWN OF COST ANALYSIS
2.2.1 BASEMENT
CFA = 8,010.50m2
GFA = 7,896.32m2
Breakdown of GFA:
109.14m2 5,018.40m2 2,408.11m2 360.68m2
1% 64% 30% 5%
Pie Chart 5: Breakdown of GFA for Basement
36

Cost (RM)
Substructure 1,718.21 13,763,751.22
Structural Frame 1,031.45 8,262,463.69
Total Structural Works 2,749.67 22,026,214.91
External Walling and Finishes 39.03 312,630.96
Roof Covering, etc. 0.00 0.00
Internal Walling 25.55 204,638.08
Internal Finishes 107.55 861,489.55
Fittings, etc. 14.82 118,713.56
Total Architectural Works 186.95 1,497,472.15
Services 1,088.26 8,717,507.39
Total M&E Works 1,088.26 8,717,507.39
Cost
4,024.87 32,241,194.45
Pie Chart 6: Percentage of Distribution of Functional Element for for Basement
37

CFA = 8,010.50m2
Total number of carpark = 290 (including motorcycle parking bays)
(RM/m2)
(RM) (%)
Structural 22,026,214.91 68 2,749.67
Architectural 1,497,472.15 5 186.94
M&E 8,717,507.39 27 1,088.26
TOTAL 32,241,194.45 100 4,024.87
Pie Chart 7: Percentage of Structural, Architectural and M&E Works for Basement
Pie Chart 6 and 7 shows that the highest price percentage of 68% for basement is the structural
works compared to M&E and architectural work due to the price of foundation and structural
framework that is included for the substructural design. Moving on will be the M&E work that
consist of 27% which is the second highest and lastly will be architectural work that contribute
only a minimum cost of 5% for the construction work at basement.
38

2.2.2 GROUND FLOOR & PODIUM
CFA = 29,567.89m2
GFA = 26,299.23m2
Breakdown of GFA:
2,407.11m2 16,005.36m2 6,446.86m2 1,439.91m2
9% 61% 25% 5%
Pie Chart 8: Breakdown of GFA for Ground Floor & Podium
39

Cost (RM)
Substructure 58.58 1,731,963.13
Structural Frame 676.22 19,994,530.96
Total Structural Works 734.80 21,726,494.09
External Walling and Finishes 91.35 2,701,067.79
Roof Covering, etc. 0.00 0.00
Internal Walling 21.07 622,940.72
Internal Finishes 157.83 4,666,569.64
Fittings, etc. 10.92 322,850.35
Total Architectural Works 281.17 8,313,428.50
Services 289.56 8,561,703.57
Total M&E Works 289.56 8,561,703.57
Cost
1,305.53 38,601,626.16
Pie Chart 9: Percentage of Distribution of Functional Element for for Ground Floor & Podium
40

CFA = 29,567.89m2
Total number of carpark = 477
(RM/m2)
(RM) (%)
Structural 21,726,494.09 56 734.80
Architectural 8,313,428.50 22 281.16
M&E 8,561,703.57 22 289.56
TOTAL 38,601,626.16 100 1,305.53
Pie Chart 10: Percentage of Structural, Architectural and M&E Works for Ground Floor &
Podium
Pie Chart 9 and 10 shows that Structural work consist of 56% of the overall cost in ground floor
and podium which is relatively high due to the structural frame and the cost of foundation is
higher due to the more stabilization of foundation is used for the ground floor and podium. Apart
from that, M&E work consist of 22% in ground floor level is relatively higher than basement due
to the CFA which is higher and highlighting the podium 7 consist of facilities such as gym room
and so on which causes the higher of the price. Lastly, although architectural work only 22% in
ground floor and podium, but it is considered higher compared to basement due to the CFA is
higher.
41

2.2.3 TOWER A & B
CFA = 52,150.94m2
GFA = 47,470.20m2
Breakdown of GFA:
1,983.38m2 10,732.47m2 30,562.51m2 4,191.84m2
4% 23% 64% 9%
Pie Chart 11: Breakdown of GFA for Tower A & B
42

Functional Elements
TOWER A TOWER B
Cost per
m2
(RM/m2)
Estimated
Construction Cost
(RM)
Cost per
m2
(RM/m2)
Estimated
Construction Cost
(RM)
Substructure 0.00 0.00 0.00 0.00
Structural Frame 718.57 18,825,799.76 718.57 18,648,277.09
Total Structural Works 718.57 18,825,799.76 718.57 18,648,227.09
External Walling and Finishes 497.36 13,030,242.56 497.36 12,907,335.96
Roof Covering, etc. 86.00 2,253,124.30 86.00 2,231,871.91
Internal Walling 226.39 5,931,117.29 226.39 5,875,172.55
Internal Finishes 824.21 21,593,478.14 824.21 21,389,799.59
Fittings, etc. 361.35 9,467,081.13 361.35 9,377,783.73
Total Architectural Works 1,995.30 52,275,043.41 1,995.30 51,781,963.75
Services 1,328.30 34,800,216.62 1,328.30 34,471,966.69
Total M&E Works 1,328.30 34,800,216.62 1,328.30 34,471,966.69
Cost
4,042.17 105,901,059.78 4,042.17 104,902,157.54
Pie Chart 12: Percentage of Distribution of Functional Element for for Tower A & B
43

TOWER A
CFA = 26,199.01m2
Total number of units = 202
(RM/m2)
(RM) (%)
Structural 18,825,799.76 18 718.57
Architectural 52,275,043.41 49 1,995.30
M&E 34,800,216.62 33 1,328.30
TOTAL 105,901,059.78 100 4,042.17
TOWER B
CFA = 25,951.90m2
Total number of units = 202
(RM/m2)
(RM) (%)
Structural 18,648,227.09 18 718.57
Architectural 51,781,963.75 49 1,995.30
M&E 34,471,966.69 33 1,328.30
TOTAL 104,902,157.54 100 4,042.17
44

Pie Chart 13: Percentage of Structural, Architectural and M&E Works for Tower A & B
Pie Chart 12 and 13 shows that the Architectural work take up of 49% of the overall construction
estimation. Reason being is that this is a luxury condominium that uses high quality finishes as
well as the material used. Second on the list is Mechanical and Electrical, as mentioned earlier
this is a high end condominium. Therefore, in every unit it is using high tech electronic to make
the tenants feel more modernize, but still user friendly. Moving down the list is Structural cost.
Although structural cost is lower compare to architecture and M&E but we believe in using good
quality structural material or technique. This is to ensure the safety of the building as well as
making sure that the tenants have comfortable environment.
45

2.2.4 OTHERS (Allowances)
The estimated cost for External Works. Preliminaries, Contingencies and Cost Escalation is
shown in the following table.
External Works
No. Item Estimated Construction Cost (RM)
External Works
1 Softscape and Hardscape 2,395,807.45
2 Ancillary Works 102,225.67
Subtotal (Item No.1-2) 2,498,033.11
External Works are any works that carried out to the external environment of a building project.
These can be works to functional or aesthetic features. The estimated cost for external works
included roads and paths paving, soft landscaping, fencing and railing, external fixtures, external
drainage, external services and ancillary buildings such as guard house.
46

Preliminaries, Contingencies and Cost Escalation
Estimated Construction Cost for Main Building Works = RM281,646,037.93
No. Item Estimated Construction Cost
(% of Total
Construction Cost)
(RM)
1 Preliminaries 10 28,414,407.10
2 Contingencies 5 14,207,203.55
3 Cost Escalation 3 9,802,970.45
Subtotal (Item No.1-3) - 52,424,581.11
Preliminaries cost are allowed with 10% of total estimated construction cost at
RM28,414,407.10. Preliminaries cost allowed included temporary works and services, materials,
workmanship, testing, site organization and management, and contract administration.
Contingencies cost are allowed with 5% of total estimated construction cost at
RM14,207,203.55. Contingencies cost allowed for the unknown or unresolved aspects of a
design in future development.
Cost escalation is the changes in the cost or price of specific goods or services in a given
economy over a period. With the prediction of cost escalation, the client may be able to provide
additional funds in their budget because cost change from one point to another for labor,
material, and equipment. Cost escalation of 3% is to be allowed based on historical database
(JUBM & Arcadis Construction Cost Handbook) to project future cost growth. However we use
maybank base lending rate as it is more accurate.
47

PART 3 - CONCLUSION
No. Item CFA (m2) Cost per m2
of CFA
(RM/m2)
Estimated
Construction Cost
(RM)
1 Basement 8,010.50 4,024.87 32,241,194.45
2 Ground Floor & Podium 29,567.89 1,305.53 38,601,626.16
3 Tower A 26,199.03 4,042.17 105,901,059.78
4 Tower B 25,951.91 4,042.17 104,902,157.54
Subtotal (Item No. 1-4) 89,729.33 3,138.84 281,646,037.93
5 External Works - - 2,498,033.11
6 Preliminaries - - 28,414,407.10
Subtotal (Item No. 5-6) - - 30,912,440.21
7 Contingencies - - 14,207,203.55
8 Cost Escalation - - 9,802,970.45
Subtotal (Item No. 7-8) - - 24,010,174.00
Grand Total (Item No. 1-8) - - 336,568,652.14
Pie Chart 14: Percentage of Distribution of Cost Allocation from Total Construction Cost
48

In conclusion, the cost plan shown above shows the cost distributions for the various portions of
the building for easy sectional analysis. The basement package which consists of two levels for the
use of 290 parking lots has a total construction floor area (CFA)which comes up to 8,011 m2, with
the total cost coming up to RM 32,241,194.45.
The podium section is divided into three separate functions, with the ground floor being
reception & lounge, also containing ancillary areas such as M&E rooms and some parking. The 1st to
6th floor contains more vehicle parking lots, coming to a total of 477 units. The 7th floor under the
podium consists of a facilities level, which accommodates a cafe, swimming pool, decks, games
rooms, and the like. The total construction floor area (CFA) comes up to 29,567.89 m2, with the total
cost coming up to RM 38,601,626.16.
The towers A & B are similar in function, and accommodate the residential units of the
development until level 38. Above that, is the roof facilities level which holds a roof garden, AV
room and a sky lounge; and the lift motor room even further above. The total number of residential
units comes up to 404 nos, with the total cost of tower A coming up to RM 105,901,059.78 & tower
B coming up to RM 104,902,157.54.
Further cost has been allocated for other works, such as external building works and landscaping,
coming up to RM 2,498,033.11, and RM 28,414,407.10 allocated for the preliminaries based on an
allocation of 10% of items 1 to 5 above. Contingencies has been included consisting of 5% of the
items 1 to 5 coming up to RM 14,207,203.55. Cost escalation has been allowed for consisting of 3%
of the total amount (items 1 to 7) For RM 9,802,970.45 based on the forecasted inflation rate for
following year, as it is assumed that the tender is to be called in one year.
In summary, the total CFA for this entire construction project would come up to 89,730 m2. The
final amount comes up to RM 336,568,652.14. Seeing as this project has much potential to be the
next “beverly hills” Klang Valley, it would be recommended that this project be taken, promising
much return if carried out well.
49

In order to help the with the decision of approving this project, we have made a possible profit
margin table attached in the appendix.
The projected cost of selling a total of 404 luxury apartment units at an average price of RM 1.3
million is RM 218,054,815.51. That is a total of about 65 percent profit from the original sum over 7
years.
50

PART 4 - REFERENCES
Perunding DMA Sdn Bhd (n.d.), Basic Quantity Surveying Services. Accessed on 12 November
2018 from: http://www.pdma.com.my/ver1/?mobj=001&mact=content&pid=24&lid=4
RobsonHill Residency (n.d.), Location Map. Accessed on 5 November 2018 from:
http://www.robsonhillresidency.com/location-map
51

PART 5 - APPENDICES
5.1 PRELIMINARY COST APPRAISAL & COST PLAN
5.4 MEETING MINUTES
52

5.1 PRELIMINARY COST APPRAISAL & COST PLAN

Estimated Cost Estimated Cost Estimated Cost Estimated Cost Estimated Cost
Construction per m2 Construction per m2 Construction per m2 Construction per m2 Construction per m2Cost (RM) of CFA (RM) Cost (RM) of CFA (RM) Cost (RM) of CFA (RM) Cost (RM) of CFA (RM) Cost (RM) of CFA (RM)
1 SUB - STRUCTURE
1.01 SITE PREPARATION 1,447,770.28 16.13 1,447,770.28 180.73 0.00 0.00 0.00 0.00 0.00 0.00
1.02 PILING 4,968,813.21 55.38 4,968,813.21 620.29 0.00 0.00 0.00 0.00 0.00 0.00
1.03 FOUNDATIONS 2,722,836.52 30.35 990,873.39 123.70 1,731,963.13 58.58 0.00 0.00 0.00 0.00
1.04 BASEMENT CARCASS 6,356,294.35 70.84 6,356,294.35 793.50 0.00 0.00 0.00 0.00 0.00 0.00
Group Element Total 15,495,714.36 172.69 13,763,751.22 1,718.21 1,731,963.13 58.58 0.00 0.00 0.00 0.00
2 STRUCTURAL FRAME
2.01 FRAME 58,870,381.53 656.09 8,033,678.32 1,002.89 15,120,201.88 511.37 17,942,872.94 684.87 17,773,628.40 684.87
2.02 TRANSFER STUCTURES 5,266,559.45 58.69 0.00 0.00 4,073,580.28 137.77 599,316.08 22.88 593,663.09 22.88
2.03 STAIRCASE & RAMPS 1,594,080.51 17.77 228,785.37 28.56 800,748.80 27.08 283,610.74 10.83 280,935.61 10.83
Group Element Total 65,731,021.49 732.55 8,262,463.69 1,031.45 19,994,530.96 676.22 18,825,799.76 718.57 18,648,227.09 718.57
3 EXTERNAL WALLING AND FINISHES
3.01 WALLS 4,417,508.63 49.23 201,229.30 25.12 704,302.56 23.82 1,764,309.23 67.34 1,747,667.54 67.34
3.02 EXTERNAL FINISHES 5,392,886.38 60.10 0.00 0.00 247,974.14 8.39 2,584,645.84 98.65 2,560,266.40 98.65
3.03 CURTAIN WALLING 699,719.25 7.80 0.00 0.00 253,173.74 8.56 224,330.74 8.56 222,214.76 8.56
3.04 DOORS 501,307.46 5.59 111,401.66 13.91 389,905.80 13.19 0.00 0.00 0.00 0.00
3.05 WINDOWS 17,939,855.55 199.93 0.00 0.00 1,105,711.55 37.40 8,456,956.75 322.80 8,377,187.26 322.80
Group Element Total 28,951,277.27 322.65 312,630.96 39.03 2,701,067.79 91.35 13,030,242.56 497.36 12,907,335.96 497.36
4 ROOF COVERING ,ETC
4.01 ROOFING 3,067,874.94 34.19 0.00 0.00 0.00 0.00 1,541,206.11 58.83 1,526,668.83 58.83
4.02 RAINWATER GOODS 1,417,121.27 15.79 0.00 0.00 0.00 0.00 711,918.19 27.17 705,203.08 27.17
Group Element Total 4,484,996.21 49.98 0.00 0.00 0.00 0.00 2,253,124.30 86.00 2,231,871.91 86.00
5 INTERNAL WALLING
5.01 WALLS 5,377,792.42 59.93 112,602.43 14.06 455,838.24 15.42 2,416,070.56 92.22 2,393,281.19 92.22
5.02 DOORS 7,256,076.22 80.87 92,035.65 11.49 167,102.49 5.65 3,515,046.72 134.17 3,481,891.36 134.17
Group Element Total 12,633,868.64 140.80 204,638.08 25.55 622,940.72 21.07 5,931,117.29 226.39 5,875,172.55 226.39
6 INTERNAL FINISHES
6.01 FLOORS 22,589,363.97 251.75 340,397.21 42.49 1,640,442.60 55.48 10,353,089.37 395.17 10,255,434.79 395.17
6.02 WALLS 17,119,134.05 190.79 417,556.29 52.13 1,541,167.08 52.12 7,616,124.54 290.70 7,544,286.13 290.70
6.03 CEILINGS 7,169,740.51 79.90 24,073.65 3.01 1,206,841.57 40.82 2,983,483.36 113.88 2,955,341.92 113.88
6.04 STAIRCASES AND RAILINGS 1,633,098.38 18.20 79,462.39 9.92 278,118.38 9.41 640,780.86 24.46 634,736.75 24.46
Group Element Total 48,511,336.92 540.64 861,489.55 107.55 4,666,569.64 157.83 21,593,478.14 824.21 21,389,799.59 824.21
7 FITTINGS,ETC.
7.01 SANITARY WARES & FITTINGS 19,067,630.49 212.50 118,713.56 14.82 166,093.47 5.62 9,435,913.44 360.16 9,346,910.03 360.16
7.02 SIGNAGES 62,041.39 0.69 0.00 0.00 0.00 0.00 31,167.69 1.19 30,873.70 1.19
7.03 MAIL BOX 156,756.88 1.75 0.00 0.00 156,756.88 5.30 0.00 0.00 0.00 0.00
7.04 LIFT CAR FINISHES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Group Element Total 19,286,428.77 214.94 118,713.56 14.82 322,850.35 10.92 9,467,081.13 361.35 9,377,783.73 361.35
8 SERVICES
8.01 CHILLER PLANT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.02 HVAC 10,835,920.66 120.76 4,191,252.33 523.22 102,225.67 3.46 3,286,722.19 125.45 3,255,720.48 125.45
8.03 Fire Protection 10,754,140.13 119.85 1,226,708.00 153.14 1,840,062.00 62.23 3,861,898.57 147.41 3,825,471.56 147.41
8.04 Hot, Cold Water & Sanitary Plumbing 11,283,961.16 125.76 108,651.28 13.56 380,279.48 12.86 5,423,091.61 207.00 5,371,938.79 207.00
8.05 Natural Gas 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.06 BMS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.07 Pool Filtration System 347,567.27 3.87 0.00 0.00 347,567.27 11.75 0.00 0.00 0.00 0.00
8.08 Electrical HV & Genset 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.09 Electrical LV 33,877,585.92 377.55 698,201.30 87.16 3,411,270.50 115.37 14,954,585.96 570.81 14,813,528.16 570.81
8.10 Telecom, telephone services 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.11 Metering Utilities 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.12 Vertical Transportation 12,605,885.06 140.49 584,146.67 72.92 2,044,513.33 69.15 5,012,251.34 191.31 4,964,973.73 191.31
8.13 Security 204,574.31 2.28 100,258.01 12.52 28,085.16 0.95 38,296.18 1.46 37,934.96 1.46
8.14 Building Maintenance Units 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.15 Waste Collection System 2,520,264.80 28.09 1,393,170.39 173.92 0.00 0.00 566,217.60 21.61 560,876.80 21.61
8.16 Profits and Attendance 1,648,597.99 18.37 166,047.76 20.73 163,080.07 5.52 662,861.27 25.30 656,608.89 25.30
8.17 BWICS 2,472,896.98 27.56 249,071.64 31.09 244,620.10 8.27 994,291.90 37.95 984,913.33 37.95
Group Element Total 86,551,394.27 964.58 8,717,507.39 1,088.26 8,561,703.57 289.56 34,800,216.62 1,328.30 34,471,966.69 1,328.30
9 External Works and Ancillary Works
9.01 Soft Scape and Hard Scape 2,395,807.45 26.70 0.00 0.00 2,395,807.45 81.03 0.00 0.00 0.00 0.00
9.02 Ancillary Works 102,225.67 1.14 0.00 0.00 102,225.67 3.46 0.00 0.00 0.00 0.00
Group Element Total 2,498,033.11 0.00 2,498,033.11 0.00 0.00
SUB TOTAL ESTIMATED CONSTRUCTION COST 284,144,071.04 32,241,194.45 38,601,626.16 105,901,059.78 104,902,157.54
Preliminary (10%) 28,414,407.10
Contingency (5%) 14,207,203.55
Cost Escalation (Assuming tender to be called in one year's time) (3%) 9,802,970.45
GRAND TOTAL ESTIMATED CONSTRUCTION COST 336,568,652.15 3,750.93 32,241,194.45 4,024.87 38,601,626.16 1,305.53 105,901,059.78 4,042.17 104,902,157.54 4,042.17
Amount(RM) RM/m2 Amount(RM) RM/m2 Amount(RM) RM/m2 Amount(RM) RM/m2 Amount(RM) RM/m2
a. Structure 81,226,735.85 905.24 22,026,214.91 2,749.67 21,726,494.09 734.80 18,825,799.76 718.57 18,648,227.09 718.57
b. Architectural 113,867,907.82 1,269.02 1,497,472.15 186.94 8,313,428.50 281.16 52,275,043.41 1,995.30 51,781,963.75 1,995.30
c. M&E 86,551,394.27 964.58 8,717,507.39 1,088.26 8,561,703.57 289.56 34,800,216.62 1,328.30 34,471,966.69 1,328.30
8,010.50 CFA (M2) = 29,567.89 CFA (M2) =
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.
PRELIMINARY COST APRAISAL
Element
OVERALL PROJECT BASEMENT CARPARK PODIUM CARPARK TOWER A TOWER B
CFA (M2) = 26,199.03 CFA (M2) = 25,951.9189,729.33 CFA (M2) =

m2 ft
CFA 89,729.33 965,847
GFA 81,665.75 879,050
efficiency 53% NFA 43,249.41 465,537
Cost Cost Estimated
C.P. CFA (m2) CFA (ft2) Total Units Cost/Unit per m2 per ft2 Construction Cost
of CFA of CFA
(RM) (RM) (RM)
A
1 8,010.50 86,225.00 290 111,176.53 4024.87 373.92 32,241,194.45
2 29,567.89 318,269.00 477 80,925.84 1305.53 121.29 38,601,626.16
3 26,199.01 282,006.00 202 524,262.67 4042.18 375.53 105,901,059.78
4 25,951.90 279,346.00 202 519,317.61 4042.18 375.53 104,902,157.54
5 2,498,033.11
6 10% of Item 1 to 5 above (inclusive) 28,414,407.10
7 5% of Item 1 to 5 above (inclusive) 14,207,203.55
TOTAL CONSTRUCTION ESTIMATED COST FOR BASED BUILDING: 89,729.30 965,846.00 3641.68 338.32 326,765,681.70
Cost per m2 of CFA 3641.68
Cost per m2 of GFA 4001.26
Cost per m2 of NFA 7555.38
Cost per ft2 of CFA 338.32
Cost per ft2 of GFA 371.73
Cost per ft2 of NFA 701.91
8 89,729.30 965,846.00 109.25 10.15 9,802,970.45
3%
3,750.93 348.47 336,568,652.15
Cost per m2 of CFA 109.25
Cost per m2 of GFA 120.04
Cost per m2 of NFA 226.66
Cost per ft2 of CFA 10.15
Cost per ft2 of GFA 11.15
Cost per ft2 of NFA 21.06
1) Site Preparation including Site clearance and earthwork,temporary works and instrumentation and monitoring
2) Bored Piles and pile caps are included in Piling
3) Foundation assumed as Work Below Lowest Floor Level
4) Reinforced Concrete Walls are included in Frame
5) Transfer Structures assumed as Transfer Beam and Slabs
6) Assume there is no roof at Basement Carpark
7) Staircase and Railing including ramps
8) Roof Trusses assumed as RC Roof Slab
9) Internal Wall assumed as RC Infill Load Bearing Wall
10) Curtain Walling system based on Aluminium Works which included powder coated 8.93mm thick laminated (+ Low E) glass window
11) Ancillary Building including Security Guard House
Cost Plan for External & Ancillary Works
SUMMARY
CP01
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA,
MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.
Cost Plans
CONSTRUCTION COSTS
Cost Plan for Basement Carpark
Cost Plan for Service Apartment Tower A
Cost Plan for Podium Carpark (including Ground Floor)
Cost Plan for Service Apartment Tower B
Cost Escalation (Assuming tender to be called in one year's time)
Preliminaries
Construction Contingencies
Asummption/Exclusion
TOTAL CONSTRUCTION ESTIMATED COST FOR BASED BUILDING AFTER COST ESCALATION:

8,010.50 M2
290 TOTAL NUMBER OF CARPAKS
Estimated Cost
Construction per m2
Cost of CFA
1 SUBSTRUCTURE
1.01 Site Preparation 1,447,770.28 180.73
1.02 Piling 4,968,813.21 620.29
1.03 Foundations 990,873.39 123.70
1.04 Basement Carcass 6,356,294.35 793.50
Group Element Total 13,763,751.22 1,718.21
2 STRUCTURAL FRAME
2.01 Frame 8,033,678.32 1002.89
2.02 Transfer Structures 0.00 0.00
2.03 Roof Trusses - N/A
2.04 Staircase & Ramps 228,785.37 28.56
Group Element Total 8,262,463.69 1031.45
3.01 Walls 201,229.30 25.12
3.02 External Finishes 0.00 0.00
3.03 Curtain Walling 0.00 0.00
3.04 Doors 111,401.66 13.91
Group Element Total 312630.96 39.03
4 ROOF COVERINGS, ETC
4.01 Roofing 0.00 0.00
4.03 Rainwater Goods 0.00 0.00
5 INTERNAL WALLING
5.01 Walls 112,602.43 14.06
5.02 Doors 92,035.65 11.49
Group Element Total 204,638.08 25.55
6 INTERNAL FINISHES
6.01 Floors 340,397.21 42.49
6.02 Walls 417,556.29 52.13
6.03 Ceilings 24,073.65 3.01
6.04 Staircases and Railings 79,462.39 9.92
7 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 118,713.56 14.82
7.02 Signages 0.00 0.00
7.03 Mail Box 0.00 0.00
7.04 Lift Car Finishes 0.00 0.00
.
8 SERVICES
8.01 Chiller Plant 0.00 0.00
8.02 HVAC 4,191,252.33 523.22
8.03 Fire Protection 1,226,708.00 153.14
8.04 Hot, Cold Water & Sanitary Plumbing 108,651.28 13.56
8.05 Natural Gas 0.00 0.00
8.06 BMS 0.00 0.00
8.07 Pool Filtration System 0.00 0.00
8.08 Electrical HV & Genset 0.00 0.00
8.09 Electrical LV 698,201.30 87.16
8.10 Telecom, telephone services 0.00 0.00
8.11 Metering Utilities 0.00 0.00
8.12 Vertical Transportation 584,146.67 72.92
8.13 Security 100,258.01 12.52
8.14 Building Maintenance Units 0.00 0.00
8.15 Waste Collection System 1,393,170.39 173.92
8.16 Profits and Attendance 2% 166,047.76 20.73
8.17 BWICS 3% 249,071.64 31.09
TOTAL ESTIMATED CONSTRUCTION COST 32,241,194.45 4,024.87
AMOUNT(RM) RM/m2 RM/sqft
22,026,214.91 2,749.67 255.45
1,497,472.15 186.94 17.37
8,717,507.39 1,088.26 101.10
32,241,194.45 4,024.87 373.92
Allow 2% for profit and attendance
Allow 3% for BCIS
Advised by Consultant
Allowances made for lift and conveyor installation, lift car finishes deem included
Allowance made for electrical utilities for residential unit and connection to existings
Lump Sum refer to benchmark cost estimate
Allow for sprinkler, risers,fire extinguisher, hose reel and fire alarm
Allow for hot, cold water, sanitary plumbing system and water unit metering utilities
Allow for air-cool air conditioning unit complete with refregerant pipe, insulation and control wiring
Included in Vertical transport
Allow for Corridor toilet signs and exit signs
Allowed based on benchmark project
Allowances according to benchmark made for kitchen sink, sink tap, water closet and counter top basin; toilet roll holder,chromium plated bib tap, shower set, hand bidet, wall hung
urinal, bathtub and floor trap
Allowances made for 19mm thick plaster and emulsion Paint for driveway and carpark, M&E Rooms, staircase, staircase lobby, loading area and back of house (BOH);800mm x
800mm Granite for lift lobby and lounge.
Allowances made for skim coat and paint for driveway, carpark, M&E rooms, staircase, staircase looby, loading area and back of house (BOH); 12mm thick fibrous plasterglass boards
for lift lobby and 12mm thick moisture resistance for lounge.
Allowances made for concrete Grade 25 staircase finished with cement render with nosing tiles and mild steel railings
N/A
N/A
Allow for 230mm thick cement and sand brick.
Allow for skim coat and weathershield paint as external wall finishes; cement and sand paving as external floor finishes.
Allow for vertical aluminium fins.
Based on benchmark, subject to change in qty
RC Infill Load Bearing Wall ,half brick thick clay brickwall and RC concrete lintel
Allowances made for PU paint for driveway and carpark; 25mm thick cement render for M&E rooms, staircase, loading area and back of house (BOH); 300mm x 600mm homogenous
tiles for staircase lobby and 800mm x 800mm granite for lift lobby and lounge.
Including ramp to upper floors
no transfer sturctures to podium
No Roof at Basement Level
Included RC Wall
Bored pile include pile caps
Work Below Lowest Floor Level
Based on Benchmark
Site clearance and earthwork,temporary works and instrumentation and monitoring.
Structure
Architectural
M&E
TOTAL
Constituent
Functional Element
COST PLAN FOR BASEMENT CARPARK
CONSTRUCTION FLOOR AREA:
Remarks
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH
PERSEKUTUAN KUALA LUMPUR.

29,567.89 M2
477 TOTAL NUMBER OF CARPAKS
Estimated Cost
Construction per m2
Cost of CFA
1 SUBSTRUCTURE
1.01 Site Preparation 0 0
1.02 Piling 0.00 0.00
1.03 Foundations 1731963.134 58.5758109
1.04 Basement Carcass 0.00 0.00
2 STRUCTURAL FRAME
2.01 Frame 15120201.88 511.372366
2.02 Transfer Structures 4,073,580.28 137.77
2.04 Staircase & ramps 800,748.80 27.08
3.01 Walls 704,302.56 23.82
3.02 External Finishes 247,974.14 8.39
3.03 Curtain Walling System 253,173.74 8.56
3.04 Doors 389,905.80 13.19
3.05 Windows 1,105,711.55 37.40
4.01 Roofing 0.00 0.00
4.03 Rainwater Goods 0.00 0.00
5 INTERNAL WALLING
5.01 Walls 455,838.24 15.42
5.02 Doors 167,102.49 5.65
6 INTERNAL FINISHES
6.01 Floors 1,640,442.60 55.48
6.02 Walls 1,541,167.08 52.12
6.03 Ceilings 1,206,841.57 40.82
6.04 Staircases and Railings 278118.38 9.41
7 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 166,093.47 5.62
7.02 Signages 0.00 0.00
7.03 Mail Box 156,756.88 5.30
7.04 Lift Car Finishes 0 0
.
8 SERVICES
8.01 Chiller Plant 0.00 0
8.02 HVAC 102,225.67 3.45732031
8.03 Fire Protection 1,840,062.00 62.23
8.04 Hot, Cold Water & Sanitary Plumbing 380,279.48 12.8612316
8.05 Natural Gas 0.00 0.00
8.06 BMS 0.00 0
8.07 Pool Filtration System 347,567.27 11.75
8.09 Electrical LV 3,411,270.50 115.370779
8.12 Vertical Transportation 2,044,513.33 69.1464062
8.13 Security 28,085.16 0.95
8.15 Waste Collection System 0.00 0.00
8.16 Profits and Attendance 2% 163,080.07 5.52
8.17 BWICS 3% 244,620.10 8.27
TOTAL ESTIMATED CONSTRUCTION COST 38,601,626.16 1,305.53
21,726,494.09 734.80 68.26
8,313,428.50 281.16 26.12
8,561,703.57 289.56 26.90
38,601,626.16 1,305.53 121.29
Allow 3% for BCIS
Lump Sum refer to benchmark cost estimate
Allowances according to benchmark made for kitchen sink, sink tap, water closet and counter top basin; toilet roll holder,chromium plated bib tap, shower set, hand bidet, wall hung urinal,
bathtub and floor trap
Allow for Corridor toilet signs and exit signs
Allowed based on benchmark project
Allow for concrete Grade 25 staircase finished with cement render with nosing tiles and mild steel railings
Allow for 19mm thick plaster and emulsion Paint for driveway and carpark, M&E Rooms, staircase, staircase lobby, loading area and back of house (BOH);800mm x 800mm Granite for lift
lobby and lounge.
Allow for skim coat and paint for driveway, carpark, M&E rooms, staircase, staircase looby, loading area and back of house (BOH); 12mm thick fibrous plasterglass boards for lift lobby and
12mm thick moisture resistance for lounge.
Allow for PU paint for driveway and carpark; 25mm thick cement render for M&E rooms, staircase, loading area and back of house (BOH); 300mm x 600mm homogenous tiles for staircase
lobby and 800mm x 800mm granite for lift lobby and lounge.
RC Infill Load Bearing Wall ,half brick thick clay
brickwall and RC concrete lintel
Assume roof falls under lvl 7 facility floor, therefore all waterproofing inclluded in Frame
Assume roof falls under lvl 7 facility floor, therefore all waterproofing inclluded in Frame
Allow for vertical aluminium fins.
N/A
N/A
Work Below Lowest Floor Level which includes reinforced concrete raft slab, lift pit and sump pit
NA
Included Reinforced lift core wall,beams, columns,shear wall,concrete wall for water tank, carpark parapet wall
Include all transfer beam and slabs
RC Roof Slab including waterproofing membrane and thermal insulation
Grade 25 concrete for staircase structure & ramp to upper floors
Allow for 230mm thick cement and sand brick.
Allow for skim coat and weathershield paint as external wall finishes; cement and sand paving as external floor finishes.
Structure
Architectural
M&E
TOTAL
Constituent
Functional Element
COST PLAN FOR PODIUM CARPARK
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH
Remarks

26,199.01 M2
202 UNITS
Estimated Cost
Construction per m2
Cost of CFA
1 SUBSTRUCTURE
1.01 Site Preparation 0.00 0.00
1.02 Piling 0.00 0.00
1.03 Foundations 0.00 0.00
2 STRUCTURAL FRAME
2.01 Frame 17,942,872.94 684.87
2.02 Transfer Structures 599,316.08 22.88
2.04 Staircase & Ramps 283,610.74 10.83
3.01 Walls 1,764,309.23 67.34
3.02 External Finishes 2,584,645.84 98.65
3.04 Doors 0.00 0.00
3.04 Doors 8,456,956.75 322.80
4.01 Roofing 1,541,206.11 58.83
4.03 Rainwater Goods 711,918.19 27.17
5 INTERNAL WALLING
5.01 Walls 2,416,070.56 92.22
5.02 Doors 3,515,046.72 134.17
6 INTERNAL FINISHES
6.01 Floors 10,353,089.37 395.17
6.02 Walls 7,616,124.54 290.70
6.03 Ceilings 2,983,483.36 113.88
7 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 9,435,913.44 360.16
7.02 Signages 31,167.69 1.19
7.03 Mail Box 0.00 0.00
.
8 SERVICES
8.01 Chiller Plant 0.00 0.00
8.02 HVAC 3,286,722.19 125.45
8.03 Fire Protection 3,861,898.57 147.41
8.04 Hot, Cold Water & Sanitary Plumbing 5,423,091.61 207.00
8.05 Natural Gas 0.00 0.00
8.06 BMS 0.00 0.00
8.09 Electrical LV 14,954,585.96 570.81
8.13 Security 38,296.18 1.46
8.15 Waste Collection System 566,217.60 21.61
8.16 Profit and Attendance 662,861.27 25.30
8.17 BWICS 994,291.90 37.95
TOTAL ESTIMATED CONSTRUCTION COST 105,901,059.78 4042.18
18,825,799.76 718.57 66.76
52,275,043.41 1,995.31 185.37
34,800,216.62 1,328.30 123.40
105,901,059.78 4,042.18 375.53
Allow 3% for BCIS
Allowance for installation of security system comprising CCTV, PA and security room.
Consultant to quote price
Based on Benchmark
Included in LV and Building Services
N/A
Consultant to quote
N/A
N/A
N/A
N/A
Allowances according to benchmark made for kitchen sink, sink tap, water closet and counter top basin; toilet roll holder,chromium plated bib tap, shower set, hand bidet, wall hung urinal, bathtub and floor trap
Allow for Unit Label, Corridor toilet signs and exit signs
Allow for one unit of mail box for each unit
Allow for 19mm thick plaster and emulsion paint for M&E room, living & dining room, bedroom, maid room, study room and yard; 800mm x 800mm granite in bathroom, powder room and lift lobby; 300mm x
600mm homogeneous tiles in kitchen.
Allowances made for 12mm thick fibrous plasterglass boards in living and dining room, bedroom, maid room, study room, kitchen and yard; 12mm thick moisture resistance plasterglass board in bathroom and
powder room.
Allow for timber strips in living & dining room, bedrooms, maid room and study room; 800mm x 800mm granite in bathroom, powder room and lift lobby; 300mm x 600mm homogeneous tiles in kitchen and
yard; cement render for M&E Rooms and waterproofing to wet areas
Allow for clay bricks 115mm thick
Allowed according to benchmark quantity subject to change
Allowances made for RC flat roof with waterproofing system, protectives topping and structural steelwork properiatary prefabricated cold formed steel roof truss system including rainwater goods
Rainater Downpipe and fittings
Allowances made for vertical aluminium fins
N/A
N/A
N/A
N/A
N/A
Allow for Concrete Grade 30 for beam, column, slab, RC wall, lift shear wall.
Allowances for transfer beam & transfer slab
N/A
Grade 25 for staircase structure
RC Shear Load Bearing Wall, half brick thick clay
brickwall and RC concrete lintol
Allow for Skim Coat with weathershield paint as external wall finishes; cement and sand paving as external floor finishes, waterproofing and plaster and Skim Coat with Paint Finish as ceiling finishes for AC
ledge.
Structure
Architectural
M&E
TOTAL
Constituent
Functional Element
COST PLAN FOR TOWER A
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA
LUMPUR.
Remarks

25,951.90 M2
202 UNITS
Estimated Cost
Construction per m2
Cost of CFA
1 SUBSTRUCTURE
1.01 Site Preparation 0.00 0.00
1.02 Piling 0.00 0.00
1.03 Foundations 0.00 0.00
2 STRUCTURAL FRAME
2.01 Frame 17,773,628.40 684.87
2.02 Transfer Structures 593,663.09 22.88
2.04 Staircase & Ramps 280,935.61 10.83
3.01 Walls 1,747,667.54 67.34
3.02 External Finishes 2,560,266.40 98.65
3.04 Doors 0.00 0.00
3.05 Windows 8,377,187.26 322.80
4.01 Roofing 1,526,668.83 58.83
4.03 Rainwater Goods 705,203.08 27.17
5 INTERNAL WALLING
5.01 Walls 2,393,281.19 92.22
5.02 Doors 3,481,891.36 134.17
6 INTERNAL FINISHES
6.01 Floors 10,255,434.79 395.17
6.02 Walls 7,544,286.13 290.70
6.03 Ceilings 2,955,341.92 113.88
7 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 9,346,910.03 360.16
7.02 Signages 30,873.70 1.19
7.03 Mail Box 0 0
8 SERVICES
8.01 Chiller Plant 0.00 0
8.02 HVAC 3,255,720.48 125.45
8.03 Fire Protection 3,825,471.56 147.41
8.04 Hot, Cold Water & Sanitary Plumbing 5,371,938.79 207.00
8.05 Natural Gas 0.00 0
8.06 BMS 0.00 0.00
8.09 Electrical LV 14,813,528.16 570.81
8.13 Security 37,934.96 1.46
8.15 Waste Collection System 560,876.80 21.61
8.16 Profit and Attendance 656,608.89 25.30
8.17 BWICS 984913.33 37.95
TOTAL ESTIMATED CONSTRUCTION COST 104,902,157.54 4042.18
18,648,227.09 718.57 66.76
51,781,963.75 1,995.31 185.37
34,471,966.69 1,328.30 123.40
104,902,157.54 4,042.18 375.53
Allow 3% for BCIS
Consultant to quote price
Based on Benchmark
Included in LV and Building Services
Allowance for installation of security system comprising CCTV, PA and security room.
Consultant to quote
N/A
N/A
N/A
N/A
N/A
Allow for Unit Label, Corridor toilet signs and exit signs
Allow for one unit of mail box for each unit
Allowances according to benchmark made for kitchen sink, sink tap, water closet and counter top basin; toilet roll holder,chromium plated bib tap, shower set, hand bidet, wall hung urinal, bathtub and floor trap
Allow for 19mm thick plaster and emulsion paint for M&E room, living & dining room, bedroom, maid room, study room and yard; 800mm x 800mm granite in bathroom, powder room and lift lobby; 300mm x 600mm homogeneous tiles in
kitchen.
Allowances made for 12mm thick fibrous plasterglass boards in living and dining room, bedroom, maid room, study room, kitchen and yard; 12mm thick moisture resistance plasterglass board in bathroom and powder room.
Allow for timber strips in living & dining room, bedrooms, maid room and study room; 800mm x 800mm granite in bathroom, powder room and lift lobby; 300mm x 600mm homogeneous tiles in kitchen and yard; cement render for M&E
Rooms and waterproofing to wet areas
Allow for clay bricks 115mm thick
Rainater Downpipe and fittings
Allowances made for RC flat roof with waterproofing system, protectives topping and structural steelwork properiatary prefabricated cold formed steel roof truss system including rainwater goods
Allowances made for vertical aluminium fins
N/A
RC Shear Load Bearing Wall, half brick thick clay
brickwall and RC concrete lintol
Allow for Skim Coat with weathershield paint as external wall finishes; cement and sand paving as external floor finishes, waterproofing and plaster and Skim Coat with Paint Finish as ceiling finishes for AC ledge.
N/A
N/A
N/A
N/A
Allow for Concrete Grade 30 for beam, column, slab, RC wall, lift shear wall.
Allowances for transfer beam & transfer slab
N/A
Grade 25 for staircase structure
M&E
TOTAL
Structure
Architectural
Constituent
Functional Element
COST PLAN FOR TOWER B
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.
Remarks

- M2
- UNITS
Estimated Cost
Construction per m2 Remarks
Cost of CFA
1 EXTERNAL WORK
1.01 Soft scape and Hard scape (Lvl7 & Roof) 2395807.445 - Turfing, decoration, water feature, pool tennis court, handrail,
waterproofing, etc. stated in cost breakdown
1.02 Ancillary Works 102225.6666 - Security Guard House, external drainage
Group Element Total 2,498,033.11 -
TOTAL ESTIMATED CONSTRUCTION COST 2,498,033.11 -
Constituent
Functional Element
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT
BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.
COST PLAN FOR EXTERNAL WORK

ELEMENT BRIEF SPECIFICATION
Preliminaries
Budgetary allowance made to cover temporary works and services, insurance, contractor's
organisation and administration, plant and equipment and other preliminaries to the contract.
Earthworks
Site Clearance and earthworks,temporary works
and instrumentation and monitoring.
Foundations and Works Bored piling and pile cap works
Work Below Lowest Floor Level Reinforced concrete raft slab,lift pit and sump pit.
Frame and R.C.Wall
Reinforced concrete lift core wall.
Reinforced concrete beams and column.
Reinforced concrete shear wall for Apartment.
Reinforced concrete wall for water tank and carpark parapet wall.
Upper Floor Construction Reinforced concrete suspended slab.
Staircases and Ramp
Reinforced concrete suspended staircase with mild steel railing.
Reinforced concrete ramp including reinforced concrete wall
and kerb finished with stamped concrete to slab and plaster
and paint to wall.
Roof Reinforced concrete roof slab with insulation and waterproofing.
External Walls Reinforced concrete lintel, half and one clay brick partywall and half cement and sand brickwall.
Internal Walls Half and one clay brick partywall and half cement and sand brickwall.
Aluminium Works Powder coated 8.38mm thick laminated glass window( + Low E ) to Service Apartment
Doors
Fire rated timber door including ironmongeries to MainEntrance, fire staircase/lift lobbies/M&E
rooms.
Hollow core timber door to Apartment Bedrooms.
Wall Finishes As per Schedule of Finishes in Appendix
Floor Finishes As per Schedule of Finishes in Appendix
Ceiling Finishes As per Schedule of Finishes in Appendix
Painting and Decoration
Spray textured paint to external wall of Service Apartment.
Emulsion paint to internal wall and ceiling.
Gloss enamel paint to metalwork and woodwork.
Builder's Works in Connection Budgetary allowance made to cover Builder's Works in connection
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM
BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR,
WILAYAH PERSEKUTUAN KUALA LUMPUR.
BRIEF SPECIFICATION

ITEM DESCRIPTION FLOOR WALL CEILING
Basement + Podium Carpark
1 Driveway / Carpark PU paint 19mm thick Plaster and Emulsion Paint Skim Coat with Paint Finish
2 M&E Rooms 25mm thick Cement Render 19mm thick Plaster and Emulsion Paint Skim Coat with Paint Finish
3 Staircase 25mm thick Cement Render with Nosing Tiles 19mm thick Plaster and Emulsion Paint Skim Coat with Paint Finish
4 Staircase Lobby 300mm x 600mm Homogeneous tiles 19mm thick Plaster and Emulsion Paint Skim Coat with Paint Finish
5 Lift Lobby 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Fibrous Plasterglass Boards
6 Loading Area & BOH 25mm thick Cement Render 19mm thick Plaster and Emulsion Paint Skim Coat with Paint Finish
7 Lounge 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Moisture Resistance Plasterglass Board
SCHEDULE OF FINISHES FOR BASEMENT CARPARK & PODIUM CARPARK
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (432) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, 2
TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.

ITEM DESCRIPTION FLOOR WALL CEILING FLOOR WALL CEILING
Service Apartment - Common Areas
1 Loading Bay PU paint 19mm thick Plaster and
Emulsion Paint
Skim Coat with Paint Finish - - -
2 M&E Rooms 25mm thick Cement
Render
19mm thick Plaster and
Emulsion Paint
3 BOH 25mm thick Cement
Render
Emulsion Paint
4 Staircase 25mm thick Cement
Render with Nosing
Tiles
Emulsion Paint
5 Lift Lobby ID works ID works ID works 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Fibrous Plasterglass
Boards
6 Lobby / Lounge ID works ID works ID works 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Fibrous Plasterglass
Boards
Serviced Apartment - Unit
1 Living / Dining ID works ID works ID works Timber Strips 19mm thick Plaster and
Emulsion Paint
12mm thick Fibrous Plasterglass
Boards
2 Bedrooms ID works ID works ID works Timber Strips 19mm thick Plaster and
Emulsion Paint
Boards
3 Bathrooms ID works ID works ID works 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Moisture Resistance
Plasterglass Board
4 Yard ID works ID works ID works 300mm x 600mm
Homogeneous Tile
Emulsion Paint
Boards
5 Kitchen ID works ID works ID works 300mm x 600mm
Homogeneous Tile
300mm x 600mm
Homogeneous Tile
Boards
6 Maid Room ID works ID works ID works Timber strips 19mm thick Plaster and
Emulsion Paint
Boards
7 Powder room ID works ID works ID works 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Moisture Resistance
Plasterglass Board
8 Study room ID works ID works ID works Timber Strips 19mm thick Plaster and
Emulsion Paint
Boards
CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED
PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.
SCHEDULE OF FINISHES FOR TOWER A & B -SERVICE APARTMENT
MAIN BUILDING WORKS INTERIOR DESIGN (ID) WORKS

Project: THE LOFT (2 tower blocks, 6 storey parking, 1 storey ameneties floor, 30 storey of 600 condominium units)
GFA: 119,210M2
*All quantities extrcted from Bills of Quantities and subject to change for project construction cost appraisal estimation
TOTAL
Total Cost Cost Ratio Total Cost Cost Ratio Total Cost Cost Ratio CONSTRUCTION
(Benchmark (Benchmark (Benchmark (Benchmark (Benchmark (Benchmark COST
Project) Project) Project) Project) Project) Project)
1.00 SUBSTRUCTURE
1.01 Site Preparation 672,718.42 0.51% - 0.00% - 0.00% 672,718.42
1.02 Piling 2,308,800.08 1.76% - 0.00% - 0.00% 2,308,800.08
1.03 Foundations 460,417.50 0.35% 804,770.97 0.61% - 0.00% 1,265,188.47
1.04 Basement Carcass 2,953,504.65 2.26% - 0.00% - 0.00% 2,953,504.65
Group Element Total 6,395,440.64 4.89% 804,770.97 0.61% - 0.00% 7,200,211.61
2.00 STRUCTURAL FRAME
2.01 Frame 3,732,914.96 2.85% 7,025,726.64 5.37% 16,595,967.23 12.68% 27,354,608.83
2.02 Transfer Structures - 0.00% 1,892,822.71 1.45% 554,327.62 0.42% 2,447,150.33
2.03 Staircase and Ramps 106,307.01 0.08% 372,074.54 0.28% 262,321.12 0.20% 740,702.67
Group Element Total 3,839,221.97 2.93% 9,290,623.89 7.10% 17,412,615.97 13.31% 30,542,461.83
3.00 EXTERNAL WALLING AND FINISHES
3.01 Walls 93,502.86 0.07% 327,260.00 0.25% 1,631,869.00 1.25% 2,052,631.86
3.02 External Finishes - 0.00% 115,223.23 0.09% 2,390,625.95 1.83% 2,505,849.18
3.03 Curtain Walling System - 0.00% 117,639.27 0.09% 207,491.06 0.16% 325,130.33
3.04 Doors 51,763.70 0.04% 181,172.95 0.14% - 0.00% 232,936.65
3.05 Windows 0.00% 513,778.00 0.39% 7,822,124.00 5.98% 8,335,902.00
Group Element Total 145,266.56 0.11% 1,255,073.45 0.96% 12,052,110.01 9.21% 13,452,450.02
4.00 ROOF COVERINGS, ETC
4.01 Roofing 0.00% - 0.00% 1,425,513.42 1.09% 1,425,513.42
4.02 Rainwater Goods - 0.00% - 0.00% 658,477.10 0.50% 658,477.10
Group Element Total - 0.00% - 0.00% 2,083,990.52 1.59% 2,083,990.52
-
5.00 INTERNAL WALLING -
5.01 Walls 52,321.65 0.04% 211,809.00 0.16% 2,234,705.00 1.71% 2,498,835.65
5.02 Doors 42,765.12 0.03% 77,645.55 0.06% 3,251,185.05 2.48% 3,371,595.72
Group Element Total 95,086.77 0.07% 289,454.55 0.22% 5,485,890.05 4.19% 5,870,431.37
6.00 INTERNAL FINISHES
6.01 Floors 158,168.37 0.12% 762,245.20 0.58% 9,575,920.90 7.32% 10,496,334.47
6.02 Walls 194,020.98 0.15% 716,116.01 0.55% 7,044,409.99 5.38% 7,954,546.98
6.03 Ceilings 11,186.02 0.01% 560,768.90 0.43% 2,759,524.20 2.11% 3,331,479.12
6.04 Staircases and Railings 36,922.86 0.03% 129,230.00 0.10% 592,679.79 0.45% 758,832.65
Group Element Total 400,298.23 0.31% 2,168,360.11 1.66% 19,972,534.88 15.26% 22,541,193.22
7.00 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 55,161.24 0.04% 77,176.70 0.06% 8,727,594.00 6.67% 8,859,931.94
7.02 Signages - 0.00% - 0.00% 28,828.05 0.02% 28,828.05
7.03 Mail Box - 0.00% 72,838.38 0.06% - 0.00% 72,838.38
7.04 Lift Car Finishes - 0.00% - 0.00% - 0.00% -
7.05 Counter top and cabinet 0.00% - 0.00% - 0.00% -
7.06 Niche 0.00% - 0.00% - 0.00% -
Group Element Total 55,161.24 0.04% 150,015.08 0.11% 8,756,422.05 6.69% 8,961,598.36
Alwin
8.00 SERVICES
8.01 Chiller Plant - 0.00% - 0.00% - 0.00% -
8.02 HVAC 1,947,500.00 1.49% 47,500.00 0.04% 3,040,000.00 2.32% 5,035,000.00
8.03 Fire Protection 570,000.00 0.44% 855,000.00 0.65% 3,572,000.00 2.73% 4,997,000.00
8.04 Hot, Cold Water & Sanitary Plumbing 50,485.71 0.04% 176,700.00 0.14% 5,016,000.00 3.83% 5,243,185.71
8.05 Natural Gas - 0.00% - 0.00% - 0.00% -
8.06 BMS - 0.00% - 0.00% - 0.00% -
8.07 Pool Filtration System - 0.00% 161,500.00 0.12% - 0.00% 161,500.00
8.08 Electrical HV & Genset - 0.00% - 0.00% - 0.00% -
8.09 Electrical LV 324,425.00 0.25% 1,585,075.00 1.21% 13,832,000.00 10.57% 15,741,500.00
8.10 Telecom, telephone services - 0.00% - 0.00% - 0.00% -
8.11 Metering Utilities - 0.00% - 0.00% - 0.00% -
8.12 Vertical Transportation 271,428.57 0.21% 950,000.00 0.73% 4,636,000.00 3.54% 5,857,428.57
8.13 Security 46,585.71 0.04% 13,050.00 0.01% 35,421.43 0.03% 95,057.14
8.14 Building Maintenance Units - 0.00% - 0.00% - 0.00% -
8.15 Waste Collection System 647,348.13 0.49% - 0.00% 523,713.72 0.40% 1,171,061.85
8.16 Profits and Attendance 2% 77,155.46 0.06% 75776.5 0.06% 613,102.70 0.47% 766,034.67
8.17 BWICS 3% 115,733.19 0.09% 113664.75 0.09% 919,654.05 0.70% 1,149,052.00
Group Element Total 4,050,661.78 3.10% 3,978,266.25 3.04% 32,187,891.91 24.60% 40,216,819.94
9.00 Others 0.00%
9.01 Soft and Hard Scape - 0.00% 1,113,231.71 0.85% - 0.00% 1,113,231.71
9.02 Ancillary Works - 0.00% 47,500.00 0.04% - 0.00% 47,500.00
Group Element Total - 0.00% 1,160,731.71 0.89% 0.00% 1,160,731.71
TOTAL ESTIMATED CONSTRUCTION 14,981,137.20 11.45% 17,936,564.30 13.71% 97,951,455.38 74.85% 130,869,156.88
Total Estimated Building Cost from Benchmark Project
Basement 14,981,137.20 11.45%
Podium 17,936,564.30 13.71%
Tower 97,951,455.38 74.85%
130,869,156.88 100.00%
RM Percentage RM RM/m2 RM RM/m2
10,234,662.61 68.32% 10,095,394.86 56.28% 17,412,615.97 17.78%
695,812.80 4.64% 3,862,903.19 21.54% 48,350,947.50 49.36%
4,050,661.78 27.04% 3,978,266.25 22.18% 32,187,891.91 32.86%
14,981,137.20 100% 17,936,564.30 100% 97,951,455.38 100%
BENCHMARK PROJECT COST ALLOCATION (BREAKDOWN)
Michelle
PODIUM TOWER
Constituent
Functional Element
Jacquelyn
BASEMENT
Jacquelyn
Jacquelyn
Michelle
Michelle
Michelle
PIC
Structural
Architectural
M&E
TOTAL

Area Calculation Breakdown for Overall Building (by Glodon TAS)
PIC CFA (m2) GFA (m2) Ancillary (m2)
Circulation
(m2)
Usable (m2)
Internal
Division (m2)
3,983.40 3,925.93 53.93 2,472.11 1,226.08 173.81
4,027.10 3,970.39 55.21 2,546.29 1,182.03 186.86
8,010.50 7,896.32 109.14 5,018.40 2,408.11 360.68
Alwin 5,855.26 3,909.31 1,064.25 2,345.16 289.71 210.19
Adele 3,539.27 3,476.44 45.94 2,489.87 771.74 168.89
3,357.15 3,301.06 49.26 2,111.72 940.24 199.85
3,355.85 3,300.69 50.98 2,108.02 988.01 153.68
3,319.42 3,266.99 49.75 2,084.72 979.30 153.22
3375.85 3,324.93 50.71 2,101.42 990.33 182.47
3374.23 3,323.70 50.63 2,076.42 1,016.62 180.03
3390.86 2,396.11 1,045.59 688.03 470.91 191.58
29,567.89 26,299.23 2,407.11 16,005.36 6,446.86 1,439.91
2,068.00 1,448.40 47.00 297.80 967.99 135.61
10,960.04 10,138.80 329.00 2,084.60 6,775.93 949.27
1,574.34 1,457.34 47.00 297.80 976.65 135.89
1,584.30 1,467.93 150.74 297.80 881.28 138.11
1,589.84 1,474.41 47.00 298.80 1,022.21 106.40
4,784.28 4,447.14 139.98 902.58 2,996.82 407.76
1,597.34 1,484.92 47.02 300.86 1,001.39 135.65
1,594.53 1,482.13 47.02 300.86 998.77 135.48
1,594.55 1,482.03 47.02 300.86 998.72 135.43
1,587.49 1,474.37 47.02 300.86 991.47 135.02
1,577.18 1,458.59 55.59 305.62 985.91 111.47
1,568.90 1,451.79 55.42 305.47 977.02 113.88
1,577.13 1,456.39 56.01 307.16 981.24 111.98
1,577.13 1,456.39 55.02 307.18 987.30 106.89
1,582.64 1,464.66 55.42 305.67 989.87 113.71
1,594.06 1,477.80 45.15 316.22 979.35 137.07
4,792.14 4,443.11 135.23 950.55 2,941.04 416.29
1,648.24 1,535.05 45.20 313.87 1,051.21 124.76
1,639.13 1,525.90 44.74 312.16 1,045.53 123.47
3,305.53 3,086.44 90.85 1,213.02 1,516.06 266.52
1,627.03 1,533.44 338.37 575.94 496.75 122.38
244.78 223.18 57.59 136.79 0.00 28.80
482.35 0.00 0.00 0.00 0.00 0.00
52,150.94 47,470.20 1,983.38 10,732.47 30,562.51 4,191.84
89,729.33 81,665.75 4,499.63 31,756.23 39,417.48 5,992.42
Roof Facilities Level
AlwinLift Motor Room
Roof Top
TOTAL (m2)
TOTAL (m2)
Level 31
Michelle
Level 32-34
Level 35
Level 37
Level 36&38
Level 26
Jacquelyn
Level 27
Level 28
Level 29
Level 30
Level 19-21
Darren
Level 22
Level 23
Level 24
Level 25
TOTAL (m2)
Level 8
Mong
Level 9-15
Level 16
Level 17
Level 18
Podium 1
Podium 2
ElissaPodium 3
Podium 4
Podium 5
Li JingPodium 6
Podium 7
FLOOR
Basement 2
Adele
Basement 1
TOTAL (m2)
Ground Floor

Area Calculation Breakdown for Tower A & B
FLOOR PIC CFA (m2) GFA (m2) NFA (m2) CFA (m2) GFA (m2) NFA (m2) Total CFA Total GFA Total NFA
Level 8 1,011.57 729.76 562.52 1,056.43 718.64 750.27 2,068.00 1,448.40 1,312.79
Level 9-15 5,518.24 5,108.32 4,626.65 5,441.80 5,030.48 4,562.88 10,960.04 10,138.80 9,189.53
Level 16 790.97 732.35 663.56 783.36 725.02 657.89 1,574.33 1,457.37 1,321.45
Level 17 798.29 740.34 669.33 786.02 727.59 660.49 1,584.31 1,467.93 1,329.82
Level 18 797.99 740.34 695.30 791.84 734.07 641.71 1,589.83 1,474.41 1,337.01
Level 19-21 2,402.78 2,228.97 2,028.00 2,381.50 2,218.17 2,012.46 4,784.27 4,447.14 4,040.46
Level 22 803.51 745.53 678.45 793.83 739.39 670.82 1,597.34 1,484.92 1,349.27
Level 23 800.70 742.74 675.83 793.83 739.39 670.82 1,594.53 1,482.13 1,346.65
Level 24 800.72 742.64 675.78 793.83 739.39 670.82 1,594.55 1,482.13 1,346.60
Level 25 796.36 737.89 671.17 791.13 736.48 668.12 1,587.49 1,474.37 1,339.29
Level 26 794.13 734.41 678.40 783.04 724.18 668.73 1,577.18 1,458.59 1,347.12
Level 27 788.38 727.96 671.88 780.51 723.84 666.03 1,568.90 1,451.79 1,337.91
Level 28 797.51 737.16 680.35 779.62 719.23 664.06 1,577.13 1,456.39 1,344.41
Level 29 797.51 737.16 680.35 779.62 719.23 670.15 1,577.13 1,456.39 1,350.50
Level 30 798.84 740.28 682.41 783.80 724.38 668.54 1,582.64 1,464.66 1,350.95
Level 31 803.08 743.79 675.27 790.97 734.01 665.45 1,594.06 1,477.80 1,340.72
Level 32-34 2,410.43 2,233.70 2,025.59 2,381.71 2,209.41 2,001.23 4,792.14 4,443.11 4,026.81
Level 35 825.89 766.85 773.06 822.35 768.20 637.22 1,648.24 1,535.05 1,410.28
Level 37 821.28 762.19 701.50 817.85 763.71 700.96 1,639.13 1,525.90 1,402.46
Level 36&38 1,658.17 1,547.92 1,413.31 1,647.36 1,538.53 1,406.61 3,305.53 3,086.44 2,819.92
25,016.36 22,980.29 20,928.70 24,780.40 22,733.32 20,715.27
Roof Facilities Level 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Lift Motor Room 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Roof Top 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 49,796.76 45,713.71 41,643.97
25,016.36 22,980.29 20,928.70 24,780.40 22,733.32 20,715.27
TOTAL
Alwin
TOTAL (m2)
TOTAL (m2)
TOWER A TOWER B
Mong
Darren
Jacquelyn
Michelle

COST REFERENCE (JUBM & ARCADIS CONSTRUCTION HANDBOOK)
1. Cost/m2
As shown in the picture below, the cost per square meter for luxury department in
year 2012 to year 2017 is approximately RM3,500.00/m2. Therefore, the cost per
square meter in year 2018 can be predicted within the range of RM3,500.00/m2 –
RM3,800.00/m2.
> Construction Cost Data from
JUBM & Archadis Handbook
2017
> Construction Cost Data from
JUBM & Archadis Handbook 2018

2. Cost Reference for Cost/m2 (average value)
Cost data from year 2018 is used for project construction cost estimation.
RM3,175.00/m2 and RM3,850.00/m2 are used to get average cost per square meter for
project estimation.
^ Reference from JUBM & Archadis Handbook 2017
^ Reference from JUBM & Archadis Handbook 2018

3. Average Maybank Base Lending Rate for 2018 to 2019 is 3%.
2017 Arcadis Based Lending Rate in Arcadis no longer in use effective 2019 by Maybank.

4. Construction Cost Data for Ancillary Facilities

CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT
DI ATAS 7 TINGKAT PODIUM BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160,
JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH
PRELIMINARY COST APPRAISAL PERCENTAGE
No. Element
Estimated
Construction Cost
(RM)
Percentage
Cost per m2 of CFA
(RM)
Structure 22,026,214.91 68% 2,749.67
Architectural 1,497,472.15 5% 186.94
M&E 8,717,507.39 27% 1,088.26
TOTAL 32,241,194.45 100% 4,024.87
Structure 21,726,494.09 56% 734.80
Architectural 8,313,428.50 22% 281.16
M&E 8,561,703.57 22% 289.56
TOTAL 38,601,626.16 100% 1,305.53
Structure 18,825,799.76 18% 718.57
Architectural 52,275,043.41 49% 1,995.30
M&E 34,800,216.62 33% 1,328.30
TOTAL 105,901,059.78 100% 4,042.17
Structure 18,648,227.09 17.78% 718.57
Architectural 51,781,963.75 49% 1,995.30
M&E 34,471,966.69 33% 1,328.30
TOTAL 104,902,157.54 100% 4,042.17
TOTAL 2,498,033.11 100% 96.26
81,226,735.85 29% 905.2417515
113,867,907.82 40% 1269.015469
86,551,394.27 30% 964.5830886
2,498,033.11 1% 27.83964967
284,144,071.04 100% 3166.679959
Architectural
Structure
M&E
TOTAL
Others
2
3
EXTERNAL WORKS
TOWER B
2,498,033.11 100.00% 96.26
TOTAL CONSTRUCTION COST
PODIUM CARPARK
TOWER A
Others
4
4
BASEMENT CARPARK
PERCENTAGE OF STRUCTURE, ARCHITECTURAL AND M&E COST
1

Cost Reference Cost Reference
Ref from JUBM &
Arcadis Cost
Handbook
(RM/m2)
Ref from JUBM
& Arcadis Cost
Handbook
(RM/m2)
3925.93 3,512.50 3,512.50
3970.39 3,512.50 3,512.50
7,896.32
3,909.31 3,650.00 3,650.00
3,476.44 3,175.00 3,175.00
3,301.06 3,175.00 3,175.00
3,300.69 3,175.00 3,175.00
3,266.99 3,175.00 3,175.00
3,324.93 3,175.00 3,175.00
3,323.70 3,175.00 3,175.00
2,396.11 3,650.00 3,650.00
26,299.23
Tower Tower A Tower B Tower A Tower B Tower A Tower B Tower A Tower B
Level 8 729.76 718.64 3,512.50 2,563,282.00 2,524,223.00 1,011.57 1,056.43 3,512.50 3,553,139.63 3,710,710.38
Level 9-15 5,108.32 5,030.48 3,512.50 17,942,974.00 17,669,561.00 5,518.24 5,441.80 3,512.50 19,382,818.00 19,114,322.50
Level 16 732.35 725.02 3,512.50 2,572,379.38 2,546,632.75 790.97 783.36 3,512.50 2,778,282.13 2,751,552.00
Level 17 740.34 727.59 3,512.50 2,600,444.25 2,555,659.88 798.29 786.02 3,512.50 2,803,993.63 2,760,895.25
Level 18 740.34 734.07 3,512.50 2,600,444.25 2,578,420.88 797.99 791.84 3,512.50 2,802,939.88 2,781,338.00
Level 19-21 2,228.97 2,218.17 3,512.50 7,829,267.66 7,791,311.59 2,402.78 2,381.50 3,512.50 8,439,747.19 8,365,004.70
Level 22 745.53 739.39 3,512.50 2,618,670.61 2,597,103.86 803.51 793.83 3,512.50 2,822,318.34 2,788,334.90
Level 23 742.74 739.39 3,512.50 2,608,877.76 2,597,103.86 800.70 793.83 3,512.50 2,812,448.21 2,788,334.90
Level 24 742.64 739.39 3,512.50 2,608,530.03 2,597,103.86 800.72 793.83 3,512.50 2,812,521.98 2,788,334.90
Level 25 737.89 736.48 3,512.50 2,591,838.63 2,586,871.95 796.36 791.13 3,512.50 2,797,214.50 2,778,833.59
Level 26 734.41 724.18 3,512.50 2,579,618.64 2,543,668.20 794.13 783.04 3,512.50 2,789,395.68 2,750,442.05
Level 27 727.96 723.84 3,512.50 2,556,941.94 2,542,480.98 788.38 780.51 3,512.50 2,769,198.80 2,741,551.91
Level 28 737.16 719.23 3,512.50 2,589,267.48 2,526,309.43 797.51 779.62 3,512.50 2,801,260.90 2,738,401.20
Level 29 737.16 719.23 3,512.50 2,589,267.48 2,526,309.43 797.51 779.62 3,512.50 2,801,260.90 2,738,401.20
Level 30 740.28 724.38 3,512.50 2,600,233.50 2,544,370.70 798.84 783.80 3,512.50 2,805,918.48 2,753,111.55
Level 31 743.79 734.01 3,512.50 2,612,555.35 2,578,203.10 803.08 790.97 3,512.50 2,820,832.55 2,778,292.66
Level 32-34 2,233.70 2,209.41 3,512.50 7,845,864.23 7,760,552.63 2,410.43 2,381.71 3,512.50 8,466,638.89 8,365,763.40
Level 35 766.85 768.20 3,512.50 2,693,543.06 2,698,302.50 825.89 822.35 3,512.50 2,900,952.68 2,888,493.84
Level 37 762.19 763.71 3,512.50 2,677,195.89 2,682,520.84 821.28 817.85 3,512.50 2,884,735.46 2,872,701.64
Level 36&38 1,547.92 1,538.53 3,512.50 5,437,054.95 5,404,079.60 1,658.17 1,647.36 3,512.50 5,824,329.15 5,786,337.95
Roof Facilities Level 770.35 763.09 3,650.00 2,811,777.50 2,785,278.50 817.37 809.66 3,650.00 2,983,400.50 2,955,259.00
Lift Motor Room 112.12 111.06 3,512.50 393,821.50 390,098.25 122.97 121.81 3,512.50 431,932.13 427,857.63
Roof Top 0.00 0.00 3,512.50 0.00 0.00 242.32 240.03 3,512.50 851,149.00 843,105.38
Total 23,862.76 23,607.47 Total 83,923,850.06 83,026,166.76 26,199.02 25,951.90 92,136,428.56 91,267,380.51
47,470.23 281,180,970.58 Total CFA 89,729.30 309,810,641.73
SUMMARY SUMMARY
Based on GFA GFA
Construction
Cost Including
10% Preliminaries
Construction
Cost Excluding
10% Preliminaries
Based on CFA CFA
Construction
Cost Including
10% Preliminaries
Construction
Cost Excluding
10% Preliminaries
Basement 7,896.32 27,735,824.00 25,214,385.45 Basement 8,010.50 28,136,881.25 25,578,982.95
Podium 26,299.23 86,495,129.75 78,631,936.14 Podium 29,567.89 98,269,951.40 89,336,319.45
Tower A 23,862.76 83,923,850.06 76,294,409.15 Tower A 26,199.02 92,136,428.56 83,760,389.60
Tower B 23,607.47 83,026,166.76 75,478,333.42 Tower B 25,951.90 91,267,380.51 82,970,345.92
Total 47,470.23 281,180,970.58 255,619,064.16 Total 89,729.30 309,810,641.73 281,646,037.93
10,372,693.25
29,567.89
3,390.86
3,374.2310,552,747.50
86,495,129.75
8,745,801.50
Podium 6
Total
Podium 7
Total GFA Total Construction Cost
Construction cost estimate based on High End Apartment units with good quality fit-out, including air-conditioning, kitchen cabinets and home appliances, but excluding decorative light fittings and loose
furniture.
CONSTRUCTION COST FOR MAIN BUILDING
Basement 2
3,375.8510,556,652.75
3,357.15
3,355.85
Podium 4
Podium 3
Podium 2
Podium 5
10,479,690.75
8,010.50
(m2)
CFAGFA Total Cost
13,945,994.88
13,789,829.13
(Area x RM/m2)
Total Cost
4027.10
3983.40
11,037,697.00
10,480,865.50
BasementBasement
(Area x RM/m2)
Total
Basement 1
Podium 1
(m2)
Ground Floor 14,268,981.50
27,735,824.00
Podium
5,855.26
28,136,881.25
14,145,188.75
3,539.27
13,991,692.50
Podium
Total Construction Cost
98,269,951.40
10,718,323.75
10,658,951.25
12,376,639.00
10,713,180.25
21,371,699.00
11,237,175.90
10,654,823.75
10,539,158.503,319.42

CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM
BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA
LUMPUR, WILAYAH PERSEKUTUAN KUALA LUMPUR.
Item Element Unit Quantity Rate Amount Source
A Signages
Corridor Signs No 76 48.22 3,664.72
Unit Signs No 404 50.00 20,200.00
Emergency Exit Signs No 111 88.00 9,768.00
Total 33,632.72
Item Element Unit Quantity Rate Amount Source
B Security
CCTV units with Set
Tower no. 114 362.50 41,325.00 Lazada ( incl labour)
Podium no. 42 362.50 15,225.00
Basement no. 12 362.50 4,350.00
Security Office no. 1 50,000.00 50,000.00
PA system and networking cable no. 1 100,000.00 100,000.00
Total 210,900.00
PRELIMINARY COST APPRAISAL
RATE BREAKDOWN
Cost Estimation for Element

Expected Profit Margin
Revenue
Tower A Tower B Cost per m2 Tower A Tower B
CFA 23,862.76 23,607.47 4,042.18 96,457,501.40 95,425,598.05
NFA 21,735.00 21,514.00
Based on nearby High Class Luxury Apartments with same amenities:- Conversion sq ft to sq m = X 10.764
Lowest Highest Avg Lowest Highest Avg
Setia Sky Seputeh Taman Seputeh 0.8 m 1,416.00 1,464.00 1,440.00 15,241.82 15,758.50 15,500.16
The Estabishment Bangsar 1.2 km 1,020.00 1,388.00 1,204.00 10,979.28 14,940.43 12,959.86
Sentral Suites KL Sentral 1.9 km 608.00 1,215.00 911.50 6,544.51 13,078.26 9,811.39
Riveria City Bricksfield 2 km 1,120.00 1,300.00 1,210.00 12,055.68 13,993.20 13,024.44
The Sloth Residency Jalan Robson 0 km 1,041.00 1,341.75 1,191.38 11,205.32 14,442.60 12,823.96
Projected Revenue
Tower A Tower B Cost per m2 Tower A Tower B
CFA 0.00 0.00 3,750.93 0.00 0.00
NFA 21,735.00 21,514.00 12,823.96 278,728,781.47 275,894,686.20
Total Revenue 554,623,467.66
Total Cost 336,568,652.15
Total Profit 218,054,815.51 64.79%
Expected Turnout Rate Percentage Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Onwards
Turnout at 50% 0.5 109,027,407.76
Turnout at 20% 0.2 43,610,963.10
Turnout at 10% 0.1 21,805,481.55
Turnout at 8% 0.08 17,444,385.24
Turnout at 6% 0.06 13,083,288.93
Turnout at 4% 0.04 8,722,192.62
Turnout at 2% 0.02 4,361,096.31
Total 1
Original Construction Total Cost
Original Construction Total Cost
Project Name Location Distance
Selling Price at launch per square ft. (RM) Selling Price at launch per square metre (RM)
218,054,815.51

Project : CADANGAN PEMBANGUNAN 2 BLOK 31 TINGKAT PANSAPURI
SERVICE (404) UNIT DI ATAS 7 TINGKAT PODIUM BERSERTA 2
TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN
SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH PERSEKUTUAN
KUALA LUMPUR.
Meeting : Consultant Meeting No. 01
Date : 22nd
October 2018 (Monday), 2.00 pm – 3.00 pm
Venue : Taylor’s Library
Attendance :
1. Adele Lu
2. Alwin Ng Kun Ket
3. Darren Tan Quan Wen
4. Elissa Chang Yuh Ting
5. Leong Li Jing
6. Loo Siah Mong
MATTERS DISCUSSED ACTION
1. Assignment Brief
1.1 References documents for cost appraisal can refer to any
sources that consultants consider reliable such as JUBM
Handbook, BCIS by RICS or any completed cost analysis.
All
1.2 Minimum two (2) benchmark projects shall be prepared to
justify the cost of the building.
All
1.3 Hand drawn or computerized sketches / pictures are
accepted.
All
1.4 Meeting minute shall be email to lecturer for supervision
once a week.
All
1.5 Part 1: Introduction - ‘A list of client’s and project
requirements…’ to be confirmed with lecturer.
Sr. Shirley
2. Next meeting shall be on 30th
October 2018 (Tuesday) 2.00 pm at
Taylor’s Library.
All

KUALA LUMPUR.
Date : 26th
October 2018 (Friday), 12.00 pm – 1.00 pm
Venue : LT10
Attendance :
1. Adele Lu
2. Alwin Ng Kun Ket
5. Jacquelyn Vanessa Tee
6. Leong Li Jing
7. Loo Siah Mong
8. Michelle Tung Man Kaye
1. Assignment Brief
1.1 References documents for cost appraisal can refer to any
sources that consultants consider reliable such as JUBM
Handbook, BCIS by RICS or any completed cost analysis.
All
1.2 One (1) benchmark project shall be sufficient to justify the
cost of the building.
Alwin Ng
1.3 Hand drawn or computerized sketches / pictures are
accepted.
All
1.4 Meeting minute shall be email to lecturer for supervision. Leong Li Jing
1.5 Clarification for assignment brief: -
Part 1: Introduction - ‘A list of client’s and project
requirements…’. Does it mean A list of client’s project
requirement…?
Sr. Shirley

2. Allocation of Work
2.1 Tasks are given to each group member as follow: -
• Measurement of GFA, NFA & CFA for
o Basement 1 & 2 (Adele Lu)
o Ground Floor (Alwin Ng)
o Podium 1 (Adele Lu)
o Podium 2 – 4 (Elissa Chang)
o Podium 5 – 7 (Leong Li Jing)
o Level 8 – 18 (Loo Siah Mong)
o Level 19 – 25 (Darren Tan)
o Level 26 – 30 (Jacquelyn)
o Level 31 – 38 (Michelle Tung)
• Benchmark Project (Alwin Ng)
• Create Google Excel for measurement compilation
(Jacquelyn)
All
2.2 All measurement shall be done by Glodon software. All
3. Next Meeting
3.1 Complete schedule of progress will be discussed on next
meeting.
All
3.2 All measurement of floor area shall be compiled by next
meeting.
All
3.3 Next meeting shall be on 31th
October 2018 (Wednesday)
2.00 pm at Taylor’s Library.
All

KUALA LUMPUR.
Date : 2nd
October 2018 (Friday), 12.00 pm – 1.00 pm
Venue : LT10
Attendance :
1. Adele Lu
2. Alwin Ng Kun Ket
6. Leong Li Jing
7. Loo Siah Mong
1. Allocation of Tasks
1.1 Introduction of the report including client’s brief, key
features of the location and site, benchmark project.
Assist costing for Tower A and Tower B.
Elissa
1.2 Project’s design proposal and focus on details that have
impact to total construction cost.
Assist costing for Tower A and Tower B.
Siah Mong
Darren Tan
1.3 Costing for Basement and Ground Floor.
Research for costing references.
Li Jing
1.4 Costing for Podium. Alwin Ng
1.5 Costing for Tower A. Michelle Tung
1.6 Costing for Tower B. Jacquelyn

1.7 Produce an 3D model for the proposed building to aid the
presentation to the client.
Adele Lu
1.8 All costing should include the breakdown of cost appraisal
and assumptions made.
All
2. Next Meeting
2.1 All tasks given shall be compiled by next meeting and
discuss further to standardize all the details of the cost plan.
All
2.2 Next meeting shall be on 9th
November 2018 (Friday) 10.00
am to 12.00pm at Taylor’s Library.
All

KUALA LUMPUR.
Date : 15th
October 2018 (Thursday), 10.00 am – 2.00 pm
Venue : Library
Attendance :
1. Adele Lu
2. Alwin Ng Kun Ket
6. Leong Li Jing
7. Loo Siah Mong
1. Allocation of Tasks
1.1 Introduction of the report (Part 1) including client’s brief,
key features of the location and site, benchmark project.
Assist in A3 board preparation.
Elissa
1.2 Project’s design proposal and focus on details that have
impact to total construction cost.
In-charge of A3 board preparation.
Siah Mong
Darren Tan
1.3 Costing for Basement and Ground Floor.
Cross checking all calculation sheets.
In-charge of report and compilation of submission.
Li Jing
1.4 Costing for Podium.
In-charge of all calculation process.
Alwin Ng
1.5 Costing for Tower A. Michelle Tung

1.6 Costing for Tower B. Jacquelyn
1.7 Produce an 3D model for the proposed building to aid the
presentation to the client.
Assist in report preparation.
Adele Lu
2. Compilation of Submission
2.1 All tasks given shall be compiled by 17th
October 2018
(Saturday) 10.00pm.
All
2.2 Discussion for presentation will be discussed in Whatsapp
group.
All

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Final submission be 2.0