Compiled report

SCHOOL OF ARCHITECTIRE, BUILDING & DESIGN
BACHELOR OF QUANTITY SURVEYING (HONOURS)
SEMESTER 5/ AUGUST 2018
QSB 60804 – BUILDING ECONOMICS
GROUP MEMBERS:-
NO. NAME STUDENT ID
1. Chan Yi Fung 0323057
2. Gillian Chong Yeong Lin 0323941
3. Kam Pei Chi 0327295
4. Lee Fong Yen 0321976
5. Loh Wen Jun 0323551
6. Nicole Thain Huey Wei 0325697
7. Pui Chun Shian 0323470
8. Tam Zhao Wei 0322587
LECTURER : MS SHIRLEY CHIN AI LING/ MS NURUL
DATE OF SUBMISSION: 19th NOVEMBER 2018

TABLE OF CONTENT
NO. DESCRIPTION PAGES
1.0
2.0
Introduction
1.1 Company Profile
1.2 Client’s Requirement
1.3 Key Features of Location
1.4 Benchmark Project
Design Proposal
2.1 Building Model Elevations
2.2 Building Perspectives
2.3 Construction Technology, Methodology and Techniques
2.4 Architectural Features
2.5 Typical and Duplex Units
2.6 Unit Finishes
2.7 Other Special Facilities
1
3
4
6
10
11
12
16
18
23
33
3.0 Estimated Construction Cost
3.1 Overall Breakdown of Cost for Construction Floor Area
3.2 Basement
3.3 Ground Floor
3.4 Tower A & B
3.5 Benchmark Project Cost Allocation
41
42
44
46
49

TABLE OF CONTENT
NO. DESCRIPTION PAGES
4.0
5.0
6.0
7.0
Cost Appraisal
Conclusion
References
Appendices
51
53
54

1
1.1 Company Profile
8QS Consult is located in Subang Jaya, Persiaran Taylor’s in Selangor Darul
Ehsan. 8QS Consult is a Quantity Surveyor Consultant firm which is based in Malaysia.
8QS Consult was founded in 1996 and the Chartered Quantity Surveyors of this company
are Sr. Lee Fong Yen, Sr Tam Zhao Wei, Sr Kam Pei Chi, Sr Nicole, Sr Chan Yi Fung,
Sr Loh Wen Jun, Sr Gillian and Sr Pui Chun Shian.
The main aim of 8QS Consult is one of total commitment to quality service,
accuracy, timely production and completion of documents, and unbiased timely advice.
Each of the directors have more than 20 years of experience in the construction field and
with passionate subordinates, our Clients will enjoy Quantity Surveying services of an
international standard offered.
Computers and specialist software have become an indispensable part of 8QS
Consult. In order to increase productivity, accuracy and efficiency in the area of cost
planning, measurement, preparation of bills of quantities and etc, our company’s constant
investment and commitment in the use of building information modelling software such
as Glodon, Cost X, Autocad and etc.
8QS Consult provides service from the early cost planning and budgeting stage to
ensure client’s profitability and benefit is maximized. In the other way, well planned project
not only benefit the lients but it also benefits the consultant team by saving time and cost
and increase efficiency and productivity. The service offered by 8QS Consult are cost
advice, cost planning, preparation of tender documents, advising on form of contract,
obtaining tenders, tender evaluation and report, valuation of work in progress, cost
tracking and financial advice, cost control, project and site meetings and progress of the
work.

2
8QS Consult is well experienced in this field, as it has been involved in a wide
range of projects such as hotels, hospitals, commercial offices, industrial buildings
bungalows, high rise apartments and etc. As quality management system, 8QS Consult
achieved certification to ISO 9001 standard to ensure high quality professional service
provided to client.

3
1.2 Client’s Requirement
Client has stated out certain requirement that they want to achieve for The Luxueux.
Their ideal concept for The Luxueux is to be a high-end luxury condominium due to its
location at Kuala Lumpur City Centre. Not only that, as it is surrounded by all types of
high-end luxury condominium, this make it possible to match the surrounded residential
standard.
Besides that, client required The Luxueux to be complete entirely within 2.5 years
of timeframe so that the pre-purchaser able to get their unit in contracted time and the
client would not have to pay liquidated damages stated in the contracted sales and
purchase agreement to the purchaser for delay in handing over the unit to purchaser.
On the other hand, client would like to have the cost of The Luxueux to be capped
within their budget due to the budget have been approved the organisation and the
approved bank loan to fund this project has been taken in place. Any cost overrun
occurred, the organisation needs to restructure its cash flow and apply for additional bank
loan. Therefore, the cost plan for this project aims to provide a good rough budget for the
client to refer in order to estimate profit for this project.
Lastly, the expected outcome by client of The Luxueux is to look high-end luxury,
the theme of high-end luxury usually comes with the colour of light grey and dark grey for
the main building, the component uses to cover up the podium level on the exterior will
be colour steel panel with softscape, facilities of this project should be equipped with high
end standard. The overall look of the building will be two towers of residential building
sitting on top of podium levels which will look a little bit similar to KLCC.

4
1.3 Key Features of Location
Figure 1: Proposed Site Plan
Development area will be located at Jalan Robson Off Jalan Syed Putra, Mukim
Kuala Lumpur, Wilayah Persekutuan Kuala Lumpur.
The development of this luxurious condominium will be in the Brickfields area. It is
surrounded by mixed development consisting of low, mid-rise and high rise residential
buildings, as well as office towers. The site is surrounded by a variety of amenities such
as shopping malls, restaurants, education buildings and others. It is a convenient location
for buyers as the many amenities are only few kilometres away. Some amenities include
SRJK © Kuen Cheng, Global Indian International School, Thean Hou Temple, Little India,
Mid Valley Megamall and others.
Due to the location in the vicinity of Kuala Lumpur, there are many site conditions
that are to be taken into consideration in order to avoid disruption and inconvenience.
Having it built in Kuala Lumpur brings a major disadvantage to the whole construction,
which is traffic jam, especially during peak hours. Hence, extra consideration should be
taken in terms or arrangement of routes and roadways to enable smooth execution of
works in site. In some cases, some closure of existing roadways are needed, therefore,

5
temporary roads are to be built to avoid the city jam. Not only that, working and operation
hours are to be taken note of to make sure they are carried in accordance to statutory
obligations and would not affect the surrounding areas. In addition to that, existing
underground pipes and services, as well as type of soil nature have to be investigated
and analysed before carrying out the works, in order to avoid unforeseen circumstances,
and to ensure appropriate and suitable steps and work flow are carried out.

6
1.4 Benchmark Project
The Benchmark Project chosen for this project is the KL GATEWAY Premium
Residence and is developed by Suez Domain Sdn Bhd. The Group seek to improve
overall neighbourhood quality of life by introducing superior quality homes equipped with
first-rate infrastructure, transportation, education and amenities.
Figure 2: KL Gateway Building
KL GATEWAY Premium Residence is located at Bangsar South, Jalan Kerinchi,
Kuala Lumpur, it expects completion date are 2019 quarter 2. KL GATEWAY Premium
Residence consist of two tower 1 and 2, total floor for this project is 37 floors and the total
unit for both towers are 466 units. The breaking down of the floor are in respective: level
8 to level 36 is standard unit, Level 37 is penthouse, Level 7 is facilities floor and level 1
to level 6 is carpark. KL GATEWAY Premium Residence consist of 8 unit each floor and
three type of unit which A, B and C.

7
Figure 3: Size and Typical Plan Unit of KL Gateway

8
Figure 4: The Location of KL Gateway
The KL GATEWAY Premium residence is centrally located in between Kuala
Lumpur and Petaling Jaya which is very convenient from resident to travel either place.
The connectivity of this project also has a direct link bridge to University LRT station which
will directly lead to KL Sentral and is easily accessible to entire Klang Valley. The
accessibility of this project is at the level of convenient, easy access to or from all major
high way such as Federal highway, Kerinchi Link and New Pantai Express. This project
also surrounded by established amenities such as hotels, banks, international schools,
universities, shopping mall and F&B outlets.
Figure 5: The Facilities Floor Plan

9
The premium concept and the high-end theme of KL GATEWAY Premium
Residence comes with facilities such as cantilever lap pool and infinity pool, Sculpture
lawn, relaxation garden, gymnasium, mounding play, viewing deck and so on. The
facilities provided fulfil the theme of high-end but in the meantime, it also provides an
exclusive sense to the resident with the façade design on the exterior by an award winning
architect Ted Givens and private Lift lobby with each unit has only 1 neighbour and is
served by 2 lifts.
The land area for this project are 7.18 acres which consist of Block A, B, C, D, E
& G. The KL GATEWAY Premium Residence are block F and G. The tenure are leasehold
99 years with the land title of commercial. The price of the unit are in respective: Type A
start from RM1, 600,000, Type B start from RM 1,800,000, Type C start from RM
1,900,000. The price per square feet are capped from RM1300.00 – RM1450.00. The
maintenance fees are set at RM0.35 per square feet which excluding sinking fund.
Conclusion, we used KL GATEWAY Premium Residence as our benchmark
project due to the similarity of exclusive and high-end theme, the consumer now a days
are more favourable to exclusive and high-end theme. Due to the location of The Luxueux
are located in urban area which are surrounded with high-end luxury condo therefore it
should be similar in term of design, cost and quality. Similarity of the specification of The
Luxueux and KL GATEWAY Premium Residence are both consist of two block, the unit
are also capped around plus and minus 400 units, and facilities provided both have infinity
pool.

10
2.1 BUILDING MODEL ELEVATIONS
Right Elevation Left Elevation
Front Elevation Rear Elevation
8F-38F:
17F – Water Break Tank
35F-38F – Duplex Units
Roof Facilities Floor
Roof Top
Podium Facilities Floor 7F
Podium Carpark 1F-6F
Ground Floor
Basement 1 & 2
Tower B
Tower A

11
2.2 BUIDLING MODEL SOUTH-WEST PERSPECTIVE VIEW
Roof Facilities Floor:
1. Roof Garden
2. M&E
3. Sky Lounge
4. AV Room
2
41
3
Roof Front Elevation
Podium Facilities Floor:
7. Yoga Deck
8. Infinity Pool & Wading Pool
9. Café. Gym & Terrace
5
6
7
Ground Floor
10. Water Curtain
11. Water FeaturePodium Carpark
12. Ramp Down
13. Ramp Up
12
1. Yoga Deck
13
8
1. Yoga Deck
9
Podium Carpark
5. Ramp Down
6. Ramp Up
10
1. Yoga Deck
11
1. Yoga Deck

12
2.3 Construction Technology, Methodology and Techniques
2.3.1 Bored Piling
Bored piling would be the most suitable method to be incorporated in such high-
rise building development where it is able to sustain an intense vertical load of its structure
due to its higher bearing capacity as compared to conventional driven piles. This method
also minimizes the vibration and noise, reducing noise pollutions that is already an issue
in many parts of Kuala Lumpur. In addition to that, bored piles have a rough surface that
creates friction with the surrounding earth where it becomes a great grasping mechanism
on the ground.
Figure 6: Typical Diagram of Bored Pile Construction Process
Using special drilling machines, its piling length can be driven through rock layers,
without the need of large excavation of ground and minimizing foundation settlement.
However, because the need of such special machineries or techniques, bored piling
requires a higher initial cost. Nevertheless, when compared to conventional driven piles,
bored pile’s greater buildability and sustainability ensures a higher potential of a better
design economics.

13
2.3.2 Post-tensioned slab system
Figure 7: On site construction process of Post-tension slab system
In order to sustain the immense load from the podium levels of the building, the
most suitable slab system would be post-tensioned slab system. Post-tensioned slabs
are cost efficient that they allow a stronger structure within an affordable price. Besides
that, it is very durable as it helps eliminates shrinkage cracking and water infiltration that
may lead to damage of flooring and leakage issues. In the case of crack formations, the
cracks would be held tightly together, thus minimizing its effect as well. Post-tensioned
slabs are thin, where it requires lesser usage of materials, avoiding the need of bulky
materials. This type of system has flexibility in design as they require lesser space and
give way to dynamic contours.
2.3.3 Aluminium Formwork
Figure 8: Aluminium Formwork

14
Aluminium formwork ensures a quicker construction process. It is designed to
provide rapid construction where it can be installed immediately when delivered on site.
Apart from that, aluminium formwork does not require skilled labours for its installation
and dismantling process, where it only requires minimal supervision. Apart from that,
aluminium formwork is known to be economical for high-rise buildings as it can be reused
for more than 250 times. In addition to that, it allows a consistency in design, providing a
quality concrete finish that minimizes the need for additional plastering. Unlike timber
formwork, it ensures a more stable building structure that has high seismic resistance.
2.3.4 Rainwater Harvesting System
Rainwater harvesting is becoming very popular in developments in Malaysia. Since
water is one of the world’s most important and limited resources as well as Malaysia is a
country that experiences the raining season, this system suitable for our proposed
development. The rainwater harvested are not meant for drinking purposes, but instead
they are being used for non-drinking functions, hence reducing unnecessary use of pure
drinking water for other purposes rather than drinking.
Figure 9: Rainwater Harvesting System

15
The harvested rainwater is stored in a cold-water storage tank where it acts as an
alternative for water supply. This provides water supply to the building when there is
shortage of water, which is a common problem in Malaysia. In addition to that, it allows
taps and urinals to utilize the harvested rainwater for its purposes. Ultimately, rainwater
harvesting reduces consumption of ground water which is very suitable to be
implemented in Malaysia as this country is constantly developing that is increasing in
population and urban density. This in fact also reduces the water bill, making it cost
efficient. Apart from that, the cost of its installation and maintenance process is much
lower compared to water purifying system.

16
2.4 Architectural Features
2.4.1 Façade
The Luxueux falls under the development of a luxurious condominium, it should
have an aesthetically pleasing facade. Therefore, the façade of our building comprises of
two elements; aluminium and glass.
Figure 10: Aluminium Louvre
Aluminium Louvre shall be incorporated in the vertical design element of Luxueux,
where it acts as a cover for the air conditioning ledge. Aluminium is a material that is long
lasting and strong, allowing it to sustain harsh weather conditions such as heavy
downpour, intensive wind loads and at the same time providing great aesthetic quality.
Figure 11: Glass railing on 7th floor
As for the glass element, it is incorporated as glass railing that encloses various
parts of the 7th floor of the building where it comprises of an infinity pool, yoga deck, gym,
playground and many more. Since our building is a luxurious condominium, glass is the

17
best way to showcase the building, making it more sophisticated, stunning and achieving
architectural view for external decoration.
2.4.2 Water Features
Figure 12: Jet fountain and water wall features
The Luxueux would not be as perfect as what a luxurious condominium would be
without water features. Hence, located at the ground floor, water features such as jet
fountain or water wall provides the aesthetically pleasing looks, as well as acting as an
attraction point when entering the building. Apart from that, it provides the cooling
atmosphere to visitors and residents, enhancing their comfortability. They are also
equipped with Light-emitting diodes (LEDs) where they further enhance the water
feature’s attractiveness especially during the night.
2.4.3 Hardscape and softscape
Figure 13: Softscape and Hardscape elements

18
Hardscape are man-made hard landscape material that are incorporate into the
build environment of landscape. For The Luxueux the hardscape are in respective: stone
patio walk way together with the lighting, water feature that located that the ground floor,
wooden louvers gazebo together with bench at the facilities floor and etc. Softscape are
live horticultural element that are incorporate into the build environment of landscape. For
The Luxueux the softscape are in respective: tress, flower, weed and etc.
The benefits for residents of incorporating hardscapes and softscape into the
landscape is to emit cleaner air and filtering pollutants, decrease stress and relaxing
environment, provide beautiful environment, provide a local noise and heat reduction,
increase the liveability of the community Besides that hardscapes and softscape also
beneficial to the client such as enhancing the attractiveness to the purchaser, increase
the value of the project, reduce in storm water runoff and prevent local flooding, enhances
liveability of high density development, prevention of losing soil in waterways.
2.5 Typical and Duplex Units
The Luxeux consists of two basements, a ground floor, seven levels of podium and
residential floors. Residential floors are divided into two towers namely Tower A and
Tower B. Residential units start from Level 8 onwards till Level 38, consisting a total of
404 units of typical units and duplex units that will be available to be sold. The Luxeux
features a total of 14 luxurious duplex units with unit size ranging from 1,384 square feet
to 2,610 square feet, which is structured on 2 levels on each tower. These units occupy
level 35th to 36th and Level 37th to 38th. In addition to that, the other 188 typical units with
unit sizes spanning from 692 square feet to 1,305 square feet can be found from Levels
8th to 34th.
Figure14: Plan View of Typical Units for Level 8th to 34th

19
Figure 15: Plan View of Duplex Units for Level 35th to 36th and 37th to 38th
Both Typical and Duplex Units consists of 7 types that can be categorized as Type A, B,
C, D, E, F and G.
Below shows the size and unit layout plan:-
Type A unit
Type A Size No of
Bedrooms
Typical Unit 692 1
Duplex Unit 1,384 4

20
Type B Unit
Type C Unit
Type B Size No of
Bedrooms
Typical Unit 893 2
Duplex Unit 1,786 4
Type C Size No of
Bedrooms
Typical Unit 838 1
Duplex Unit 1,676 4

21
Type D Unit
Type E Unit
Type D Size No of
Bedrooms
Typical Unit 886 2
Duplex Unit 1,772 4
Type E Size No of
Bedrooms
Typical Unit 1,186 2
Duplex Unit 2,372 5

22
Type F Unit
Type G Unit
Type F Size No of
Bedrooms
Duplex Unit 2,454 5
Type G Size No of
Bedrooms
Duplex Unit 2,610 5

23
2.6 Units Finishes
2.6.1 Lift Lobby
Figure 16: Lift Lobby with Wall and Floor Granite Finishes
Interior Design
(ID) Works
Floor
800mm x 800mm
Granite
Wall
800mm x 800mm
Granite
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

24
2.6.2 Lounge
Figure 17: Lounge
Interior Design
(ID) Works
Floor
800mm x 800mm
Granite
Wall
800mm x 800mm
Granite
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

25
2.6.3 Living / Dining
Figure 18: Living and Dining Area Floors finished with Timber
Interior Design
(ID) Works
Floor Timber Strips
Wall
19mm thick
Plaster and
Emulsion Paint
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

26
2.6.4 Bedrooms
Figure 18: Bedrooms Area Floors finished with Timber
Interior Design
(ID) Works
Floor Timber Strips
Wall
19mm thick
Plaster and
Emulsion Paint
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

27
2.6.5 Bathrooms
Figure 19: Bathrooms wall and floor finished with Granite
Interior Design
(ID) Works
Floor
800mm x 800mm
Granite
Wall
800mm x 800mm
Granite
Ceiling
12mm thick
Moisture
Resistance
Plasterglass
Board

28
2.6.6 Yard
Figure 20: Yard Floor Finished with homogeneous tiles
Interior Design
(ID) Works
Floor
300mm x 600mm
Homogeneous
Tile
Wall
19mm thick
Plaster and
Emulsion Paint
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

29
2.6.7 Kitchen
Figure 21: Kitchen Floor Finished with homogeneous tiles
Interior Design
(ID) Works
Floor
300mm x 600mm
Homogeneous
Tile
Wall
300mm x 600mm
Homogeneous
Tile
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

30
2.6.8 Maid Room
Figure 22: Maid Room Floor Finished with Timber flooring
Interior Design
(ID) Works
Floor Timber Strips
Wall
19mm thick
Plaster and
Emulsion Paint
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

31
2.6.9 Powder room
Figure 23: Powder Room Wall and Floor Finished with Granite
Interior Design
(ID) Works
Floor
800mm x 800mm
Granite
Wall
800mm x 800mm
Granite
Ceiling
12mm thick
Moisture
Resistance
Plasterglass
Board

32
2.6.10 Study room
Figure 24: Study Room Floor Finished with Timber Flooring
Interior Design
(ID) Works
Floor Timber Strips
Wall
19mm thick
Plaster and
Emulsion Paint
Ceiling
12mm thick
Fibrous
Plasterglass
Boards

33
2.7 Other Special Facilities
2.7.1 Yoga Deck
Figure 25: Yoga Deck Surrounding Ambient and Planter Boxed Found at the side of Yoga Deck
The Yoga Deck is located at the Podium Level 7, which is also the Roof Level of
the Podium. This Yoga Deck of The Luxueux is a prestigious outdoor yoga deck of a
square shape sized 9.9m x 9.9m. The Yoga Deck can be easily accessed from Tower A
as it is located right in front of the entrance of the Service Lift Lobby. It is surrounded with
greeneries of turfs and planter box which can help the yogis to be more focus and relax
while they perform yoga or meditation. Plus, the yogis will be able to look at the cityscape
while practicing yoga due to the transparent glass railing of 1.2m high that surrounds the
perimeter of the podium facilities floor. The Yoga Deck can be utilized both daytime and
night time as there are path lights built around the Yoga Deck. With the soft ambient to
illuminate the yogis, the atmosphere of yoga practicing can be elevated to a whole new
level.
Yoga Deck Surrounding Ambient
Planter
Boxes
beside
Yoga Deck

34
2.7.2 Café, Gym & Terrace
This mini trio-functional building is situated in the middle of the Podium Facilities
Floor; right between the Playground and the Outdoor Seating; in front of the Floating Deck
of the Infinity Pool and the Wading Pool. This double storey mini building of size around
11m x 14m consists of a non-enclosed Caféat the ground floor, an enclosed Gym at the
first floor and a non-enclosed Terrace at the second floor. There are two staircases
constructed for the accessibility of this building.
Café
Figure 26: Open CaféArea
The Caféis a non-enclosed caféthat is located below the Terrace and Gym. It is
said that this Caféis non-enclosed because there are no walls enclosing this space. The
Caféis supported by four numbers of columns at the four sides of this rectangular Café.
With the concept of non-enclosed space, the Café will be able to achieve sustainable
design as there will be maximum natural lighting and ventilation for this space. The Café
is designed to allow the residents to have a sip of coffee or tea or to have some fancy
little brunch with the friends. The design of the Caféwill be of modern design with a hint
of greeneries to lighten up the entire atmosphere.

35
Gym
Figure 27: Gym Area
The Gym is at the first floor of the mini trio-functional building. This Gym is
equipped with various types of Gym facilities and equipment such as a compact Cardio
Theatre that includes sets of treadmills, bikes, cross trainers, rowers, steppers and arc
trainers. This fully equipped Gym will be one of the attraction for the residents that would
like to keep fit without having to deal with the hassle of traveling to other gyms. This Gym
that is enclosed using glass windows allows this mini building to achieve a sustainable
design as it allows the utilization of natural lighting. This Gym is accessible by two
staircase, one on the left and another at the rear.
Terrace
Figure 28: Open Terrace Area
The Terrace is located at the top floor of the mini trio-functional building. The
Terrace is surrounded using glass railing of 1.2m high to allow the residents to chill and

36
relax while enjoying the cityscape from that height. As the terrace is not fully enclosed,
natural ventilation is achieved at its maximum. Furnitures like couch, sofas, coffee tables
and common area allows the residents to carry out activities at the Terrace. For example,
the Terrace can be the perfect spot for the residents to have some time with themselves,
to focus, or to carry out gatherings or discussions with their friends and families.
2.7.3 Swimming Pool and Wading Pool
Figure 29: Swimming and Wading Pool
As it is essential for citizens to have a balance in work and life. With the facilities
that are provided, residents are able to enjoy the amenities that include lap pool and
wading pool. In the wading pool area, a wet playground will be built for kids of all age to
enjoy. Parents can enjoy swimming at the lap pool, while the kids can enjoy playing at the
wading pool.

37
2.7.4 Sauna and Changing Rooms
Figure 30: Sauna Area
Changing rooms and sauna area will be provided for residents to enjoy after using
the other facilities such as swimming pool, gym, playground and others.
2.7.5 Playground
Figure 31: Playground with various equipment, vegetation and pathways
The playground is located on the 7th floor of the building, where it serves as a
playing area for children. It includes various playing equipment, several benches for
people to relax on and pathways. Apart from that, the playground is filled with greeneries
for residents to connect with nature while providing comfort to its surrounding.

38
2.7.6 Game room and Library
Figure 32: Gaming Room and Mini Library
Game room and mini library are located at tower beside the playground.
The reason of incorporating games room and mini library is to allow the residential
children to make friends with each other. Children who prefer indoor activity can go to
games rooms while the parents can spend their time on other facilities. On the other hand,
mini library are which allow parents to read while waiting their children playing the games
room or playground and parents are able to enhance good relationship between
neighbours in the mini library while waiting for their children.

39
2.7.7 Sky Lounge
Figure 33: Sky Lounge on roof
The sky lounge is located on roof floor of each tower, where residents are able to
enjoy the magnificent view of the city, especially during the night. It is highly
recommended for a visit for its authentic dishes that comes with great desserts. The sky
lounge also serves as a place for people to connect with each other. Apart from that, the
sky lounge has its own bars for adults.
2.7.8 Roof Garden
Figure 34: Roof garden
The roof garden is located beside the sky lounge. It includes many design
features such as lightings that enhances the surround mood and view, a mini plaza for
people to enjoy and communicate. The roof garden comprises of various vegetation
such as small shrubs, sedums and grasses. The roof is surrounded by a parapet wall
where residents can lean on it to enjoy the view of the city.

40
2.7.9 Convenient Store
F
igure 35: Example of Convenient Store: Family Mart and 7-Eleven
Convenient stores are very common in Malaysia, where it provides variety of needs
to the community with extended opening hours. Hence, this facility serves to provide
convenience for the residents that is easily accessible on the 7th floor. In addition to that,
it actually is an alternative for a quick catch up with friends or family, where they enjoy a
small snack, a quick meal or even a hot brew of coffee.

41
3.1 Overall Breakdown of Cost for Construction Floor Area
Construction Floor Area (CFA) covers areas of a building that are to be constructed and
to measure to the outside face of the external walls of the building. It includes all lift shafts,
stairwells, car park and etc.
Description Basement Ground &
Podium
Tower A Tower B Total
CFA (m2) 7,877 29,813 27,298 27,207 92,195
Percentage (%) 9 32 30 30 100
Construction
Cost (RM)
25,236,014.01 29,051,868.40 64,020,682.31 63,380,997.10 181,689,561.82
9%
RM25,236,014.01
32%
RM29,051,868.40
30%
RM64,020,682.31
30%
RM63,380,997.10
OVERALL COST BREAKDOWN FOR CONSTRUCTION FLOOR
AREA
Basement
Ground and Podium
Tower A
Tower B

42
3.2Basement
Functional Elements Cost per m2 of CFA
(RM/m2)
Estimated Construction
Cost (RM)
Substructure 1,598.77 12,593,905.17
Structural Frame 1,103.82 8,695,058.68
Structure (Sub-total A) 2,702.60 21,288,963.85
External Walling & Finishes - -
Roof Coverings - -
Internal Walling 98.80 896,347.86
Internal Finishes 90.06 709,392.00
Fittings, etc. 27.93 220,000.00
Architectural (Sub-total B) 216.78 1,707,630.08
Services 284.29 2,239,420.08
M&E Works (Sub-total C) 284.29 2,239,420.08
TOTAL (A+B+C) 3,203.67 25,236,014.01
Table above shows the estimated cost allocation for basement (B2 & B1).
Chart above shows the percentage of each elements for the cost allocation for
Basement.
Substructure
49%
Structural frame
35%
Internal Walling
& Finishes
6%
Fittings
1%
Services
9%
Cost Allocation
Substructure Structural frame Internal Walling & Finishes Fittings Services

43
3.2 Basement (Cont’d)
The table and chart show that the structural works in the cost allocation owns more
than half of the cost which is 84 percent (49 percent for substructure and 35 percent for
structural frame) which gives a total of RM25,236,014.01. As mentioned above, the
construction method for the condominium is contiguous bored piles in the basement
which leads to higher cost. As for finishes works, it only has a small amount due to there
are no external wall or finishes in the basement construction. The amount included in the
finishes works are the ramp (high low walls), finishes to column, wall, and lift lobby, wheel
tyre stops and lift car finishes.

44
3.3Ground Floor & Podiums
(RM/m2)
Cost (RM)
Substructure - -
Structural Frame 404.14 12,048,727.74
Structure (Sub-total A) 404.14 12,048,727.74
External Walling & Finishes 119.47 3,561,836.00
Roof Coverings - -
Internal Walling 83.32 2,808,579.00
Internal Finishes 109.53 3,265,534.62
Fittings, etc. 10.89 324,652.00
Architectural (Sub-total B) 334.10 9,960,601.62
Services 236.22 7,042,539.04
TOTAL (A+B+C) 974.47 29,051,868.40
Table above shows the estimated cost allocation for ground floor and podium levels.
Chart above shows the percentage of each elements for the cost allocation for ground
floor and podiums.
Structural frame
41%
External Walling &
Finishes
12%
Internal Walling &
Finishes
22%
Fittings
1%
Services
24%
Cost Allocation
Structural frame External Walling & Finishes Internal Walling & Finishes Fittings Services

45
3.3Ground Floor & Podiums (Cont’d)
According to the table and chart above, it shows that structural frame has a high
percentage of 41 percent in the overall cost allocation for ground floor and podium levels
(Level 1 – Level 7). In this case, the slightly high cost is due to reinforced concrete walls
are used to support the whole condominium which has higher rate.
Besides, ramp construction and finishes are included in the cost too. Furthermore,
finishes own 33 percent of the cost allocation. Façade treatment is used in this building
which is slightly more expensive. Besides, fire rated doors and roller shutters are used
for safety purposes. Thus, higher cost allocated.
In addition, there are a few additional elements at the facility deck (Podium level 7)
leads to a higher amount of cost which are sanitary fittings (pedestal W.C, toilet roll holder,
wash basin, floor traps, mirrors, shower rose and fittings and etc) which are allowed at
each toilet and measured accurately according to the drawings provided.

46
3.4Tower A & B
Tower A
(RM/m2)
Cost (RM)
Substructure - -
Roof Coverings 47.71 1,307,251.11
Fittings, etc. 94.02 2,575,828.16
Architectural (Sub-total B) 1,066.68 29,224,590.13
Services 603.88 16,544,923.69
TOTAL (A+B+C) 2,336.71 64,020,682.31
Table above shows the estimated cost allocation for Tower A.
Structural frame
29%
External Walling &
Finishes
10%
Roof Coverings
2%
Internal Walling &
Finishes
30%
Fittings
4%
Services
25%
Cost Allocation of Tower A
Structural frame External Walling & Finishes Roof Coverings
Internal Walling & Finishes Fittings Services

47
3.4Tower A & B (cont’d)
Tower B
(RM/m2)
Cost (RM)
Substructure - -
Roof Coverings 44.55 1,211,938.30
Fittings, etc. 94.68 2,575,828.16
Architectural (Sub-total B) 1,052.84 29,068,102.37
Services 603.88 16,544,923.69
TOTAL (A+B+C) 2,329.62 63,380,997.10
Table above shows the estimated cost allocation for Tower B.
Structural frame
29%
External Walling &
Finishes
10%
Roof Coverings
2%
Internal Walling &
Finishes
30%
Fittings
4%
Services
25%
Cost Allocation of Tower B
Structural frame External Walling & Finishes Roof Coverings
Internal Walling & Finishes Fittings Services

48
3.4Tower A & B (Cont’d)
Referring to both the table and chart above for tower A and tower B, both has
similar percentage for each of the elements due to the similar size of each type of unit.
Both towers each occupy 29 percent of structural frame and 45 percent of finishes
works. The cost allocation above shows slightly high than usual due to this is a luxurious
condominium which we tend to provide a comfortable environment to the buyers.
There are a few elements in the cost breakdown which are included that leads to
a higher cost. Due to the concept of luxurious condominium, safety purposes are
important as the targeted buyers are wealthy. Therefore, fire rated door and digital lockset
are installed at every unit which prevents breaking in of thieves and also fire hazards.
Furthermore, specific finishes are installed in specific area such as toilet, bathroom,
kitchen, bedroom and etc. The bathroom for each unit includes specific items such as
long bath, toilet roll holder, soap holder, basin, bidet set, mirror, floor traps and shower
screen. Besides, stainless steel fittings, kitchen sink and floor traps are included in the
kitchen fittings as well.

51
5.0 Conclusion
The above table shows the summary of our cost plan and each cost distribution of
different parts of the condominium. The total estimated construction cost for the whole
condominium is RM218,569,551.11.
There are 4 sub-divided part in part 1 which are basements, podiums, tower A and
tower B. Referring to Section 3.1, the CFA for basement is 7,877 m2 which consists of 2
levels (B1 & B2) and given RM3,203.67 per m2 which gives the total of RM25,236,014.01.
Moving on, there are ground floor, 6 level of carparks and a facility floor (level 7) are
included in the podium section. It has a total CFA of 29,813m2 with a cost of RM974.47
per m2 and RM29,051,868.40 has been calculated to construct the podiums.
Furthermore, tower A and tower B has similar construction cost which has an
average cost of RM63,700,839.71 for each tower. In addition, each tower has 29 floors
with 7 unit each floor which gives a total of 203 apartment units and roof facilities such as
Part Item Cost per m2 of
CFA (RM/m2)
Cost (RM)
1 Basement 3,203.67 25,236,014.01
Podiums 974.47 29,051,868.40
Tower A 2,336.71 64,020,682.31
Tower B 2,329.62 63,380,997.10
Sub-total (A) 8,980.02 181,689,561.80
2 External & Ancillary Works - 4,168,900.00
Preliminaries - 11,151,507.71
Sub-total (B) 15,320,407.71
3 Contingencies - 11,151,507.71
Cost Escalation - 10,408,073.86
Sub-total (C) 21,559,581.57
TOTAL (A+B+C) 218,569,551.11

52
5.0 Conclusion (cont’d)
roof garden, AV room and a sky lounge has been included. Thus, giving us the price per
unit which is approximately RM313,797.50. The cost is slightly higher due to the concept
of the luxurious condominium with a higher standard of quality and workmanship is
included in the cost breakdown.
Moving on to cost allocated for part 2 which is the external and ancillary works
which calculated to be RM4,168,900.00. The amount in the preliminaries above is the 6
percent of the total construction cost of the basement, podiums, tower A, tower B and the
external works which is RM11,151,507.71. Besides that, contingencies have been
included in the cost plan consisting of 6 percent of the total construction cost similar to
preliminaries which is RM11,151,507.71 and lastly, cost escalation is assumed to be 5
percent which gives us RM10,408,073.86.
In conclusion, this project has a high potential to be constructed in the klang valley
due to its value for money. Each unit is worth every penny of the buyer as it provides safe
and comfortable environment, luxurious concept within it, high quality facilities and etc.
We consider this project to be feasible as it provides great business opportunities.

53
6.0References
Administrator, P. B. (n.d.). JKR Rates Online (RATOL). Retrieved from http://ratol.jkr.gov.my/
Advantages and Disadvantages of Different Types of Piles. (2018). Retrieved from
http://constructionnotes.blogspot.com/2010/10/advantages-and-disadvantages-of.html
Advantages and Disadvantages of Rainwater Harvesting - Conserve Energy Future. (2018).
Retrieved from https://www.conserve-energy-
future.com/advantages_disadvantages_rainwater_harvesting.php
Arcadis. (n.d.). Arcadis Construction Cost Handbook. Retrieved from
https://www.arcadis.com/en/asia/our-perspectives/research-and-publications/arcadis-
construction-cost-handbook/
Bored Piles And Their Advantage In The Construction Of A Vertical Building. (2018). Retrieved
from https://medium.com/@groundengineeringltd/bored-piles-and-their-advantage-in-the-
construction-of-a-vertical-building-7db534321ce0
Levelling, S., Concrete, C., Process, C., Cost, R., Improvement, H., & Wall, R. et al. (2018).
Advantages and Disadvantages of Post Tension Slab. Retrieved from
http://civilengineersforum.com/post-tension-slab-advantages-disadvantages/
POST - TENSIONED SLABS - Advantages & Disadvantages which we will discuss in this post.
- Engineering Feed. (2018). Retrieved from http://engineeringfeed.com/post-tensioned-slabs-
advantages-disadvantages-will-discuss-post
Post-Tensioning Advantages - The Concrete Network. (2018). Retrieved from
https://www.concretenetwork.com/post-tension/advantages.html
PROPERTIES OF ALUMINIUM AS CONSTRUCTION MATERIAL. (2018). Retrieved from
https://theconstructor.org/building/properties-aluminium-building-material/12789/
UK construction, like European construction, must embrace driven piling. (2018). Retrieved from
https://www.telegraph.co.uk/business/business-reporter/driven-piling-advantages/
What are the Benefits of Rainwater Harvesting?. (2018). Retrieved from https://www.ri-
industries.com.au/what-are-the-benefits-of-rainwater-harvesting/

3.5 Benchmark Project Cost Allocation
Item Description RM/FS GFA(FS) Amount (RM)
1 Earthwork 0.80 3,573,395 2,686,000.00
2 Piling & Pilecap Works 12.00 3,573,395 42,880,741.00
45,566,741.00
Main Building Works
3 Basement, Grd & Podiums 117.10 1,211,349 141,894,085.00
Apartment Blocks
4 Block B (51 storey & 410 Units) 268.00 604,648 162,045,776.00
a) RC works 65.00 604,648.42
b) Finishes Works 129.00
c) M&E Works 73.70
267.70
5 Block C (49 storey & 392 Units) 268.00 579,034 155,180,996.00
a) RC works 65.00 579,033.57
c) M&E Works 73.70
267.70
6 Block D (51 storey & 406 Units) 250.00 596,801 149,200,302.00
a) RC works 60.40 596,801.21
c) M&E Works 70.40
249.80
7 Block E (51 storey & 406 Units) 251.00 581,563 145,972,314.00
a) RC works 60.40 281,563.004
c) M&E Works 71.40
250.80
754,293,473.00
Infrastructure works
8 Demolition Works LS 210,000.00
9 Temporary Access Road LS 4125000
10 Local Infra Works (3.4 acres) LS 3000000
11 Upgrading Road LS 4,500,000.00
12 Landscaping Works LS 28,531,500.00
13 Guard House & Entrance LS 1,500,000.00
41,866,500.00
841,726,714.00
*excluding prelims
Sub-Total (A)
Estimated Construction cost (A+B+C)
Sub-total (B)
Sub-total (C)
TAMAN BUKIT BANGSAR (PHASE 1B) - PROPOSED 4 BLOCKS OF 60-62 STOREY
APARTMENT (1614 UNITS) - BLOCK B, C, D, E
49

3.5 Benchmark Project Cost Allocation (Cont'd)
Description Percentage Amount (RM)
Substructure 5% 42,880,741.00
Structural 25% 227,207,429.00
Architectural 35% 323,056,447.00
M&E Works 22% 204,029,866.00
Other Cost 4% -
Sub-total 41,866,500.00
Preliminaries (6%) 6% 2,511,990.00
Contingency (3%) 3% 1,255,995.00
Total construction cost 45,634,485.00
SAY 917,482,000.00
Chart 1: Benchmark Project Cost Allocation
50

PRELIMINARY COST APPRAISAL
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
SUMMARY
m2 ft
CFA 92,295 993,450
GFA 80,020 861,330
efficiency 64% NFA 75,753 815,395
Cost Cost Estimated
C.P. Cost Plans CFA (m2) CFA (ft2) Total Units Cost/Unit per m2 per ft2 Construction Cost
of CFA of CFA
(RM) (RM) (RM)
A CONSTRUCTION COSTS
1 Cost Plan for Basement Carpark 7,877 84,791 - - 3,203.67 297.63 25,236,014.01
2 Cost Plan for Podium Carpark (including Ground Floor) 29,813 320,908 - - 974.47 90.53 29,051,868.40
3 Cost Plan for Service Apartment Tower A 27,398 294,909 203 315,373 2,336.71 217.09 64,020,682.31
4 Cost Plan for Service Apartment Tower B 27,207 292,852 203 312,222 2,329.62 216.43 63,380,997.10
5 Cost Plan for External & Ancillary Works 4,168,900.00
6 Preliminaries 6% of Item 1 to 5 above (inclusive) 11,151,507.71
7 Construction Contingencies 6% of Item 1 to 5 above (inclusive) 11,151,507.71
TOTAL CONSTRUCTION ESTIMATED COST FOR BASED BUILDING: 92,295 993,460 RM208,161,477.24
Cost per m2 of
CFA
2,255.40
Cost per m2 of
GFA
2,601.36
Cost per m2 of
NFA
2,747.91
Cost per ft2 of
CFA
209.53
Cost per ft2 of
GFA
241.67
Cost per ft2 of
NFA
255.29
8 Cost Escalation (Assuming tender to be called in one year's time) RM10,408,073.86
5%
TOTAL CONSTRUCTION ESTIMATED COST FOR BASED BUILDING AFTER COST ESCALATION: 92,295 993,460 RM218,569,551.11
Cost per m2 of
CFA
2,368.17
Cost per m2 of
GFA
2,731.43
Cost per m2 of
NFA
2,885.30
Cost per ft2 of
CFA
220.01
Cost per ft2 of
GFA
253.76
Cost per ft2 of
NFA
268.05
Assumption/ Exclusion
1) Land cost and associated charges
2) Soil Investigation
3) Professional Fees (Archi/QS/C&S/M&E/Landscape)
4) Surveyor Fees/Charges
5) Contribution To IWK, TNB, SYABAS
6) Development Charges
7) Taxation & Legal Fees
8) Finance charges (Construction Loan)
9) Building Maintainance System (BMS) & Building Maintenance Units
10) Loose furniture and furnishes (Apartment)
11) Kitchen / catering equipment
12) Home electrical appliance
CP01
Sum/Sum 1

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.
CFA (M2) = 92,294.65 CFA (M2) = 7,877.23 CFA (M2) = 29,813.06 CFA (M2) = 27,397.76 CFA (M2) = 27,206.60
Estimated Cost Estimated Cost Estimated Cost Estimated Cost Estimated Cost
Construction per m2 Construction per m2 Construction per m2 Construction per m2 Construction per m2
Cost (RM) of CFA (RM) Cost (RM) of CFA (RM) Cost (RM) of CFA (RM) Cost (RM) of CFA (RM) Cost (RM) of CFA (RM)
1.00 SUBSTRUCTURE
1.01 SITE PREPARATION 23,107.48 0.25 23,107.48 0.25 - - - - - -
1.02 PILING 6,570,797.69 71.19 6,570,797.69 71.19 - - - - - -
1.03 FOUNDATIONS - - - - - - - - - -
1.04 BASEMENT CARCASS 6,000,000.00 65.01 6,000,000.00 761.69 - - - - - -
Group Element Total 12,593,905.17 136.45 12,593,905.17 833.13 0.00 0.00 0.00 0.00 0.00 0.00
2.00 STRUCTURAL FRAME
2.01 FRAME 57,302,167.12 620.86 8,695,058.68 1,103.82 12,048,727.74 404.14 18,251,168.50 666.16 18,307,212.20 672.90
2.02 TRANSFER STUCTURES - - - - - - - - - -
2.03 ROOF TRUSSES - - - - - - - - - -
Group Element Total 57,302,167.12 620.86 8,695,058.68 1,103.82 12,048,727.74 404.14 18,251,168.50 666.16 18,307,212.20 672.90
3.00 EXTERNAL WALLING AND FINISHES
3.01 WALLS 11,897,473.42 128.91 - - 1,513,520.00 50.77 5,279,905.29 192.71 5,104,048.13 187.60
3.02 EXTERNAL FINISHES 2,579,806.53 27.95 - - 464,226.00 15.57 1,059,302.16 38.66 1,056,278.37 38.82
3.03 CURTAIN WALLING 1,584,090.00 17.16 - - 1,584,090.00 53.13 - - - -
3.04 DOORS - - - - - - - - - -
Group Element Total 16,061,369.95 174.02 - - 3,561,836.00 119.47 6,339,207.45 231.38 6,160,326.50 226.43
4.00 ROOF COVERING ,ETC
4.01 ROOFING 1,090,391.01 11.81 - - - - 545,231.11 19.90 545,159.90 20.04
4.02 RAINWATER GOODS 1,428,798.40 15.48 - - - - 762,020.00 27.81 666,778.40 24.51
Group Element Total 2,519,189.41 27.30 - - - - 1,307,251.11 47.71 1,211,938.30 44.55
5.00 INTERNAL WALLING
5.01 WALLS 13,281,057.31 143.90 715,538.08 90.84 2,102,309.00 70.52 5,365,815.08 195.85 5,097,395.14 187.36
5.02 DOORS 4,886,198.00 52.94 62,700.00 7.96 381,690.00 12.80 2,236,022.00 81.61 2,205,786.00 81.08
5.03 WINDOWS 6,323,580.00 68.52 - - 324,580.00 10.89 2,999,500.00 109.48 2,999,500.00 110.25
Group Element Total 24,490,835.31 265.35 778,238.08 98.80 2,808,579.00 83.32 10,601,337.08 386.94 10,302,681.14 378.68
6.00 INTERNAL FINISHES
6.01 FLOORS 8,594,752.16 93.12 291,900.00 37.06 1,002,665.62 33.63 3,660,754.10 133.62 3,639,432.44 133.77
6.02 WALLS 7,024,847.35 76.11 176,963.00 22.47 678,837.00 22.77 3,074,688.23 112.22 3,094,359.12 113.74
6.03 CEILINGS 2,723,072.00 29.50 111,049.00 14.10 396,766.00 13.31 1,110,524.00 40.53 1,104,733.00 40.61
6.04 STAIRCASES AND RAILINGS 2,426,746.00 26.29 129,480.00 16.44 1,187,266.00 39.82 555,000.00 20.26 555,000.00 20.40
Group Element Total 20,769,417.50 225.03 709,392.00 90.06 3,265,534.62 109.53 8,400,966.33 306.63 8,393,524.56 308.51
7.00 FITTINGS,ETC.
7.01 SANITARY WARES & FITTINGS 4,932,908.32 53.45 - - 38,652.00 1.30 2,447,128.16 89.32 2,447,128.16 89.95
7.02 SIGNAGES 357,400.00 3.87 - - 100,000.00 3.35 128,700.00 4.70 128,700.00 4.73
7.03 MAIL BOX 186,000.00 2.02 - - 186,000.00 6.24 - - - -
7.04 LIFT CAR FINISHES 220,000.00 2.38 220,000.00 27.93 - - - - - -
Group Element Total 5,696,308.32 61.72 220,000.00 27.93 324,652.00 10.89 2,575,828.16 94.02 2,575,828.16 94.68
8.00 SERVICES
8.01 CHILLER PLANT - - - - - - - - - -
8.02 HVAC 13,392,630.35 145.11 265,068.79 33.65 1,003,209.47 33.65 6,083,398.63 222.04 6,040,953.46 222.04
8.03 Fire Protection 2,990,408.19 32.40 543,450.10 68.99 543,450.10 68.99 955,085.91 34.86 948,422.08 34.86
8.04 Hot, Cold Water & Sanitary Plumbing 6,352,840.44 68.83 28,751.89 3.65 28,751.89 3.65 3,158,687.75 115.29 3,136,648.91 115.29
8.05 Natural Gas - - - - - - - - - -
8.06 BMS - - - - - - - - - -
8.07 Pool Filtration System 202,132.55 6.78 - - 202,132.55 6.78 - - - -
8.08 Electrical HV & Genset 6,396,796.02 69.31 1,336,923.48 169.72 5,059,872.54 169.72 - - - -
8.09 Electrical LV 7,104,027.24 76.97 - - - - 3,564,448.58 130.10 3,539,578.66 130.10
8.10 Telecom, telephone services - - - - - - - - - -
8.11 Metering Utilities - - - - - - - - - -
8.12 Vertical Transportation 4,586,766.24 49.70 - - - - 2,301,411.84 84.00 2,285,354.40 84.00
8.13 Security - - - - - - - - - -
8.14 Building Maintenance Units - - - - - - - - - -
8.15 Waste Collection System - - - - - - - - - -
8.16 Profits and Attendance (3%) 1,230,768.03 13.34 65,225.83 8.28 205,122.50 6.88 481,890.98 17.59 478,528.73 17.59
8.17 BWICS - - - - - - - - - -
Group Element Total 42,256,369.05 457.84 2,239,420.08 284.29 7,042,539.04 236.22 16,544,923.69 603.88 16,429,486.24 603.88
9.00 External Works and Ancillary Works 4,168,900.00 - - - - - - - - -
SUB TOTAL ESTIMATED CONSTRUCTION COST 185,858,461.83 2,013.75 25,236,014.01 3,203.67 29,051,868.40 974.47 64,020,682.31 2336.71 63,380,997.10 2329.62
Preliminary (6%) 11,151,507.71
Construction Contingency (6%) 11,151,507.71
TOTAL ESTIMATED CONSTRUCTION COST
208,161,477.24 2,255.40 25,236,014.01 3,203.67 29,051,868.40 974.47 64,020,682.31 2336.71 63,380,997.10 2329.62
Cost Escalation (Assuming tender to be called in one year's
time) (5%) 10,408,073.86
GRAND TOTAL ESTIMATED CONSTRUCTION COST 218,569,551.11 2,368.17 25,236,014.01 3,203.67 29,051,868.40 974.47 64,020,682.31 2336.71 63,380,997.10 2329.62
Amount (RM) RM/m2 Amount (RM) RM/m2 Amount (RM) RM/m2 Amount (RM) RM/m2 Amount (RM) RM/m2
a. Structure 69,896,072.28 757.31 21,288,963.85 2,702.60 12,048,727.74 404.14 18,251,168.50 666.16 18,307,212.20 672.90
b. Architectural 69,537,120.49 753.43 1,707,630.08 216.78 9,960,601.62 334.10 29,224,590.13 1066.68 28,644,298.66 1052.84
c. M&E 42,256,369.05 457.84 2,239,420.08 284.29 7,042,539.04 236.22 16,544,923.69 603.88 16,429,486.24 603.88
BASEMENT CARPARK PODIUM CARPARK TOWER A TOWER B
PRELIMINARY COST APPRAISAL
Element
OVERALL PROJECT

CONSTRUCTION FLOOR AREA: 7,877 M2
177 TOTAL NUMBER OF CARPAKS
Estimated Cost
Construction per m2 Remarks
Cost of CFA
1.00 SUBSTRUCTURE
1.01 Site Preparation 23,107.48 2.93 Allowance made for site preparation
1.02 Piling 6,570,797.69 834.15 Allowance made for bored pile system
1.03 Foundations - - Included
1.04 Basement Carcass 6,000,000.00 761.69 Allowance for reinforced concrete contiguous bored
piles (20m depth) and cap beam
Group Element Total 12,593,905.17 1,598.77
2.01 Frame 8,695,058.68 1,103.82 Allowance for vibrated reinforced G55 for columns ,
G30 for floor beams and slabs
2.02 Transfer Structures - - N/A
2.03 Roof Trusses - - N/A
3.01 Walls - - N/A
3.02 External Finishes - - N/A
3.03 Curtain Walling System - - N/A
3.04 Doors - - Under Section 5.02
Group Element Total 0.00 0.00
4.00 ROOF COVERINGS, ETC
4.01 Roofing - - N/A
4.03 Rainwater Goods - - N/A
5.01 Walls 715,538.08 90.84 Allowance for vibrated reinforced G55 for lift core walls
and G50 for shear walls
5.02 Doors 62,700.00 7.96 -Allowance for Fire Rated Door
5.03 Windows - - N/A
Group Element Total 778,238.08 98.80
6.01 Floors 291,900.00 37.06
6.02 Walls 176,963.00 22.47
6.03 Ceilings 111,049.00 14.10
6.04 Staircases and Railings 129,480.00 16.44
- Refer to Schedule of Finishes attached
COST PLAN FOR BASEMENT CARPARK
Constituent
Functional Element
Basement / Page 1 of 2

Estimated Cost
Cost of CFA
COST PLAN FOR BASEMENT CARPARK
Constituent
Functional Element
7.00 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings - - N/A
7.02 Signages - - N/A
7.03 Mail Box - - N/A
7.04 Lift Car Finishes 220,000.00 27.93
.
8.00 SERVICES
8.01 Chiller Plant N/A
8.02 HVAC 265,068.79 33.65
8.03 Fire Protection 543,450.10 68.99
8.04 Hot, Cold Water & Sanitary 28,751.89 3.65
8.05 Natural Gas - - N/A
8.06 BMS - - N/A
8.07 Pool Filtration System - - N/A
8.08 Electrical HV & Genset 1,336,923.48 169.72
8.09 Electrical LV - - Included
8.10 Telecom, telephone services - - Included
8.11 Metering Utilities - - Included
8.12 Vertical Transportation - - Included
8.13 Security - -
8.14 Building Maintenance Units - - N/A
8.15 Waste Collection System - - N/A
8.16 Profits and Attendance 65,225.83 8.28 Allowance 3% from item 8.01 - 8.15
8.17 BWICS
Group Element Total 2,239,420.08 284.29
TOTAL ESTIMATED 25,236,014.01 3,203.67
CONSTRUCTION COST
RM/m2 RM/sqft
Structure 21,288,963.85 2,702.60 251.08
Architectural 1,707,630.08 216.78 20.14
M&E 2,239,420.08 284.29 26.41
25,236,014.01 3,203.67 297.63
0.00
Basement / Page 2 of 2

: 7,877 M2
UNIT QTY RATE TOTAL AMT. RM/m2
1
a.
-
m3 804 450 361,656.00
-
Poundage: 350 kg 281,288 3.8 1,068,894.40
-
m2 2,357 45 106,060.14
Total 1,536,610.54
b.
- m3 2,363 350 827,085.00
-
Poundage: 190 kg 448,989 3.8 1,706,158.20
-
m2 17,329 45 779,823.00
Total 3,313,066.20
4,849,676.74 615.68
c
-
m3 944 350 330,543.85
-
BRC Poundage: 50 kg 47,221 3.8 179,438.09
-
m2 74,120 45 3,335,400.00
Total 3,845,381.94
3,845,381.94 488.18
d 116 m2
- m3 189 450 84,873.60
- Supply Rate
210 RM 2,900/kg kg 39,608 3.8 150,509.18
-
m2 533 45 23,963.58
Total 259,346.36
e Internal Wall
- m3 114 400 45,677.60
-
BRC Poundage: 200 kg 22,839 3.8 86,787.44
-
m2 127 45 23,963.58
Total 156,428.62
415,774.98 52.78
f Nos. 6 3,000.00 18,000.00
18,000.00 2.29
g
m2 136 600 81,480.00
81,480.00 10.34
2
a
- m2 2,858 100 285,800.00
b
- m3 8 325 2,600.00
-
BRC Poundage: 120 kg 960 4 3,840.00
-
m2 167 45 7,523.10
299,763.10 38.06
PRELIMINARY CONSTRUCTION COST ESTIMATE
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.
CONSTRUCTION FLOOR AREA
B1 & B2
Sides and soffits of beams
Reinforcement
TOTAL Frame
Floor Beams (B1 & B2)
Vibrated reinforced concrete G30
Basement (B1& B2)
ELEMENT
TOTAL Staircase Construction
Ramps Construction & Finishes
Structural WallsTOTAL
TOTAL
1200mm high Low Walls - Carpark (as measured)
Side of RC walls
Formwork
Internal Wall and Partitions
Clay brickwall (1B)
Reinforcement (BRC)
WALLS
WALLING AND FINISHES
Staircases
Vertical surface of shear walls
Reinforcement
120mm Thick
Reinforcement
Staircase & RampTOTAL
Ramps Construction & Finishes (Basement 1 & 2)
Upper Floor
Formwork
Soffits of slabs
Poundage:
Formwork
Shear Walls (as measured) (B1 & B2)
Lift Core Walls (as measured) (B1 & B2)
Formwork
Vertical surface of lift walls
Reinforcement (BRC)
SUPERSTRUCTURE
Columns
TOTAL
Formwork
Vertical sides of columns (B1 & B2)
Ground Floor - Level 8
Formwork
Reinforcement
Floor Slabs (Basement 1 & 2)
Breakdown (Bsmt)

: 7,877 M2
CONSTRUCTION FLOOR AREA
B1 & B2Basement (B1& B2)
ELEMENT
3
a
- m 46 50 2,300.00
b
- Nos. 16 1,600.00 25,600.00
- Nos. 12 2,900.00 34,800.00
62,700.00 7.96
4
a - m2 2,357 16 37,710.27
b - m2 280 16 4,480.00
c - m2 254 16 4,060.22
d - m2 2,038 35 71,312.50 JKR rates
e 800 x 800mm Granite to lift lobby m2 198 300 59,400.00
176,963.00 22.47
5
a - m2 95 300 28,500.00
b - 100mm high skirting m2 93 30 2,790.00
c - m2 56 35 1,960.00
e - m2 5,173 50 258,650.00
291,900.00 37.06
6
a - m2 95 65 6,175.00
b - m2 7,491 14 104,874.00
111,049.00 14.10
7
a - Flights 12 2,500.00 30,000.00
30,000.00 3.81
8
a - Carparks 358 100.00 35,800.00
b - Lift Car Finishes Nos. 8 27,500.00 220,000.00 JKR rate
255,800.00 32.47
Floor Finishes
TOTAL
Skim Coat Plaster and emulsion paint to lift wall
Skim Coat Plaster and emulsion paint to column
Internal Doors (B2 & B1)
1800mm x 2400mm high (D/L)
1000mm x 2400mm high (S/L) (Stairs)
Lintol beam (allowed)
Fire Door (1hr Fire Rated)
Internal Wall Finishes
@RM650/m2
19mm thick plaster and emulsion paint to brickwalls
Skim Coat Plaster and emulsion paint to shear wall
TOTAL
Ceiling Finishes
Staircase Finishes & BalustradingTOTAL
Wheel Tyre Stops
Fittings
Fittings
Total no. of flights
Staircase Finshes & Balustrading
Ceiling Finishes
12mm thick Fibrous Plasterglass Ceiling and Emulsion Paint to Lift lobby
Skim Coat Plaster and Emulsion Paint
800mm x 800mm Granite to Lift Lobby (RM50/fs)
Doors
TOTAL Doors
Carpark (PU Painting)
25mm thick cement render to M&E room
TOTAL Floor Finishes
TOTAL
Breakdown (Bsmt)

Estimated Cost
Cost of CFA
1.00 SUBSTRUCTURE
1.01 Site Preparation - - Included
1.02 Piling - - Included
1.04 Basement Carcass - - N/A
2.01 Frame 12,048,727.74 404.14 Allowance for vibrated reinforced G55 for columns, G30
for floor beams and slab
3.01 Walls 1,513,520.00 50.77 Allowance for vibrated reinforced G55 for lift core walls
& G50 for shear walls
3.02 External Finishes 464,226.00 15.57
3.03 Curtain Walling System 1,584,090.00 53.13 -Facade Treatment
4.01 Roofing - - N/A
4.03 Rainwater Goods - - N/A
5.01 Walls 2,102,309.00 70.52 Allowance for lift core wall and RC wall
5.02 Doors 381,690.00 12.80 Allowance made for timber flush door, fire rated door &
roller shutter
5.03 Windows 324,580.00 10.89 Allowance made for laminated window
6.01 Floors 1,002,665.62 33.63 Refer to Schedule of Finishes attached
6.02 Walls 678,837.00 22.77 Refer to Schedule of Finishes attached
6.03 Ceilings 396,766.00 13.31 Refer to Schedule of Finishes attached
6.04 Staircases and Railings 1,187,266.00 39.82
COST PLAN FOR PODIUM CARPARK
Constituent
Functional Element
Ground & Podium / Page 1 of 2

Estimated Cost
Cost of CFA
COST PLAN FOR PODIUM CARPARK
Constituent
Functional Element
7.00 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 38,652.00 1.30 Allowance made for Podium Level 7
7.02 Signages 100,000.00 3.35 Allowance made for lobby signs
7.03 Mail Box 186,000.00 6.24 Allowance for stainless steel mail box
7.04 Lift Car Finishes - - Included
.
8.00 SERVICES
8.01 Chiller Plant - - N/A
8.02 HVAC 1,003,209.47 33.65
8.03 Fire Protection 543,450.10 18.23
8.04 Hot, Cold Water & Sanitary 28,751.89 0.96
8.06 BMS - - N/A
8.07 Pool Filtration System 202,132.55 6.78
8.08 Electrical HV & Genset 5,059,872.54 169.72
8.09 Electrical LV - - Included
8.12 Vertical Transportation - - Included
8.13 Security - -
8.16 Profits and Attendance 205,122.50 6.88 -Allowance 3% of item 8.01-8.15
8.17 BWICS - -
TOTAL ESTIMATED 29,051,868.40 963.57
RM/m2 RM/sqft
Structure 12,048,727.74 404.14 37.55
Architectural 9,960,601.62 334.10 31.04
M&E 7,042,539.04 236.22 21.95
29,051,868.40 974.47 90.53
0.00 0.00 0.00
Ground & Podium / Page 2 of 2

: 25,254 M2
1
a
-
m3 3,277 450 1,474,716.60
-
Poundage: 350 kg 1,147,002 3.8 4,358,607.60
-
m2 9,656 45 434,535.30
Total 6,267,859.50
b
- m3 105 350 36,750.00
-
190 kg 19,950 3.8 75,810.00
-
m2 55,559 45 2,500,146.00
Total 2,612,706.00
8,880,565.50 351.65
c
-
m3 2,919 350 1,021,754.65
-
BRC Poundage: 50 kg 145,965 3.8 554,666.81
-
m2 24,160 45 1,087,200.00
Total 2,663,621.46
d
-
m3 419 450 188,415.45
-
BRC 100 kg 41,870 3.8 159,106.38
-
m2 3,489 45 157,018.95
Total 504,540.78
3,168,162.24 125.45
2 Wall and Finishes
a 462 m2
- m3 728 450 327,600.00
- Supply Rate
210 RM 2,900/kg kg 152,880 3.8 580,944.00
-
m2 4,091 45 184,095.00
Total 1,092,639.00
External Wall
b
- m3 771 450 346,950.00
-
BRC Poundage: 200 kg 154,200 3.8 585,960.00
-
m2 9,398 45 422,910.00
c Internal Wall Total 1,355,820.00
- m3 413 450 185,850.00
-
BRC Poundage: 200 kg 82,600 3.8 313,880.00
-
m2 4,892 45 220,140.00
Total 719,870.00
3,168,329.00 125.46
Formwork
Grd & Podium LevelGround Floor & Podium Level
Columns
Reinforcement
Reinforcement
Formwork
ELEMENT
SUPERSTRUCTURE
Floor Beams
Vertical sides of columns
GROSS FLOOR AREA
Poundage :
Frame
Reinforcement
Floor Slabs (Ground Floor to Level 6)
TOTAL
125mm Thick
Floor Slabs (LEVEL 7)
Lift Core Walls (as measured) (Ground Floor to Level 7)
TOTAL Upper Floor
Formwork
Reinforcement
Formwork
Soffits of slabs
Poundage: (Allowed)
Vibrated reinforced concrete G30A
Soffits of slabs, strutting ex 5.00m high b.n.ex 6.50m high
120mm Thick
Vertical surface of RC walls
Formwork
Reinforcement
Poundage:
RC Walls (as measured) (Ground Floor to Level 7)
Formwork
Reinforcement (BRC)
Vertical surface of RC walls
Formwork
Reinforcement (BRC)
RC Walls (as measured) (Ground Floor to Level 7)
Structural WallsTOTAL
Breakdown (Grd & Podium)

: 25,254 M2
ELEMENT
GROSS FLOOR AREA
3 Nos. 28 3,000.00 84,000.00
84,000.00 3.33
4
a m2 1,597 600 958,266.00
958,266.00 37.95
5
a
- m2 1,577 100 157,700.00
- Façade Treatment (Entrance Protal / Aluminium Fins / Mesh Panel Screen) m2 5,867 270 1,584,090.00
b
- m2 2,898 100 289,800.00
2,031,590.00 80.45
6
a
- m 343 50 17,150.00
b
- Nos. 104 1,600.00 166,400.00
- 1800mm x 2400mm high (D/L) Nos. 34 2,900.00 98,600.00
c
- Nos. 3 460 1,380.00
- Nos. 106 460 48,760.00
- Nos. 4 600 2,400.00
d
- Nos. 14 2,500.00 35,000.00
e
- Nos. 2 6,000.00 12,000.00
381,690.00 15.11
7 Windows
Windows (9.38mm thick laminated tinted) (Ground floor-Level 6)
- Lintol beam m 142 50 7,080.00
- 4000mm x 4800mm high window nos 24 11550 277,200.00
- 3000mm x 600mm high window @RM600/m2 nos 5 1100 5,500.00
324,580.00 12.85
8
- m2 9,398 42 394,716.00
- m2 1,655 42 69,510.00
464,226.00 18.38
9
a - m2 2,287 16 36,592.00
b - m2 4,403 16 70,448.00
c - m2 4,892 16 78,272.00
d - m2 5,735 35 200,725.00
e - m2 708 300 212,400.00
f - m2 268 300 80,400.00
678,837.00 26.88
10
I
a - m2 2,840 35 99,400.00
e - 300 x 600mm Homogenous tiles to staircase lobby m2 62 122.51 7,595.62
f - 100mm high skirting m 33 30 990.00
g - m2 47 300 14,100.00 JKR rates
h - m2 149 300 44,700.00
j - 100mm high skirting m 81 30 2,430.00
k - m2 16,619 50 830,950.00
p - Nos. 10 250 2,500.00
1,002,665.62 39.70
900mm x 2400mm (S/L) (Refuse/CW)
1200mm x 2100mm (D/L)
Timber Flush Door
@ RM240/m2
@RM650/m2
Toilet Cubicles (Level 7 Podium)
Doors
800mm x 2400mm (S/L) (Toilet/Yard)
1000mm x 2400mm high (S/L)
Size 7500mm x 2400mm
Floor Finishes
Disable Parking Signages (at Sub-Basement)
800 x 800mm Granite to lounge
800 x 800mm Granite to lift lobby
25mm thick cement render to M&E room
Podium Carpark levels (PU Painting)
GROUND & PODIUM LEVELS (Grd-Level 7)
1 door cubicle as basis
Roller Shutter (Ground Floor)
DOORS & WINDOWS
External Wall Finishes
Ditto, to brickwalls
Plaster and Paint to RC Wall
TOTAL
CARPARK & PODIUM FLOORS (Ground-Level 6)
External Wall Finishes (Ground floor-Level 6)
TOTAL
TOTAL
Staircase ConstructionTOTAL
Staircases (Lift Area)
Internal Wall and Partitions
TOTAL
Doors
Internal Doors (Ground Floor - Podium Level 7)
Clay brickwall (1B)
Staircase & Ramp
External wall
Ramps Construction & Finishes
TOTAL
Ramps Construction & Finishes (Ground floor - Level 6)
WALLING AND FINISHES
Clay brickwall (1B)
WALLS
Floor FinishesTOTAL
Skim Coat Plaster and emulsion paint to column
800 x 800mm Granite to Lift Lobby (RM50/fs)
800 x 800mm Granite to Lounge (RM50/fs)
19mm thick Plaster and emulsion paint to brickwalls
Skim Coat Plaster and emulsion paint to lift wall
Skim Coat Plaster and emulsion paint to RC wall
TOTAL

: 25,254 M2
ELEMENT
GROSS FLOOR AREA
11
a - m2 149 75 11,175.00
b - m2 481 65 31,265.00
c - m2 25,309 14 354,326.00
396,766.00 15.71
12
a - Flights 58 2,500.00 145,000.00
145,000.00 5.74
13
a - Nos. 10 850 8,500.00
b - Nos. 9 70 630.00
c - Nos. 16 550 8,800.00
d - Nos. 13 300 3,900.00
e - Nos. 9 150 1,350.00
f - Nos. 19 70 1,330.00
g - Nos. 15 350 5,250.00
h - Nos. 5 1,778.40 8,892.00
38,652.00 1.53
14
a - LS 100,000.00
b - Nos 372 500 186,000.00
d - Carparks 954 100 95,400.00
381,400.00 15.10
12mm thick fibrous plasterglass Ceiling and Emulsion Paint to Lift lobby
Skim Coat Plaster & Emulsion
Ceiling FinishesTOTAL
Staircase Finishes & BalustradingTOTAL
Sanitary Wares & Fittings
Toilet Roll Holder (Supply rate = RM 20/no.)
Pedestal W.C. (Supply rate = RM 450/no.)
Hand-Bidet Set (Supply rate = RM 100/no.)
Tap Fittings to wash basin (Supply rate = RM 150/no.)
Stainless Steel Floor Traps (Supply rate = RM 25/no.)
Mirror (RM 350/no.)
Shower Rose and Fittings
CARPARK & PODIUM FLOORS (Ground-Level 6)
Bomba/Directional Signages(allowed)
TOTAL Sanitary Appliances
Fittings
Wheel Tyre Stops
Aluminium Letter box
FittingsTOTAL
Wash Basin (Supply rate = RM 250/no.)
12mm thick moisture resistance plasterglass board to lounge
GROUND & PODIUM FLOORS (Grd-Podium Level 7)
Ceiling Finishes

203 UNITS
Estimated Cost
Cost of CFA
1.00 SUBSTRUCTURE
2.01 Frame 18,251,168.50 666.16 Allowance for vibrated reinforced G55 for columns, G30 for
floor beams and slab
3.01 Walls 5,279,905.29 192.71 Allowance for vibrated reinforced G55 for lift core walls & G50
for shear walls
3.02 External Finishes 1,059,302.16 38.66 Plaster and paint to RC wall
4.01 Roofing 545,231.11 19.90 Allowance made for RC flat roof with waterproofing system &
UPVC pipe and rwdp
4.03 Rainwater Goods 762,020.00 27.81 Allowance made for RC flat roof with waterproofing system &
UPVC pipe and rwdp
5.01 Walls 5,365,815.08 195.85 Allowances made for lift core wall & RC wall
5.02 Doors 2,236,022.00 81.61 Allowances made for timber flush door, fire rated door & glass
sliding door
5.03 Windows 2,999,500.00 109.48 Allowances made for high fixed glass panel window
6.02 Walls 3,074,688.23 112.22 Refer to Schedule of Finishes attached
6.03 Ceilings 1,110,524.00 40.53 Refer to Schedule of Finishes attached
COST PLAN FOR TOWER A
Constituent
Functional Element
Tower A / Page 1 of 2

203 UNITS
Estimated Cost
Cost of CFA
COST PLAN FOR TOWER A
Constituent
Functional Element
7.00 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 2,447,128.16 89.32
7.02 Signages 128,700.00 4.70 Allowance made for block
7.03 Mail Box - - -Included
7.04 Lift Car Finishes - - -Included
.
8.00 SERVICES
8.02 HVAC 6,083,398.63 222.04
8.03 Fire Protection 955,085.91 34.86
8.04 Hot, Cold Water & Sanitary 3,158,687.75 115.29
8.06 BMS - - N/A
8.08 Electrical HV & Genset - - Included
8.09 Electrical LV 3,564,448.58 130.10
8.12 Vertical Transportation 2,301,411.84 84.00
8.13 Security - -
8.17 BWICS - -
TOTAL ESTIMATED 64,020,682.31 2,227.23
RM/m2 RM/sqft
Structure 18,251,168.50 666.16 61.89
Architectural 29,224,590.13 1,066.68 99.10
M&E 16,544,923.69 603.88 56.10
64,020,682.31 2,336.71 217.09
0.00
Tower A / Page 2 of 2

: 27,158 M2
1
a Column
-
m3 151 450 67,950.00
-
Poundage: 350 kg 52,850 3.8 200,830.00
-
m2 984 45 44,280.00
Total 313,060.00
b
- Vibrated reinforced concrete G30 m3 8,147 350 2,851,590.00
-
190 kg 1,548,006 3.8 5,882,422.80
-
Sides and soffits of beams m2 59,747 35 2,091,159.00
Total 10,825,171.80
c
- m3 2,656 450 1,195,200.00
- Poundage: 200 kg 531,200 3.8 2,018,560.00
- m2 22,160 45 997,200.00
Total 4,210,960.00
15,349,191.80 565.19
d
-
m3 3,172 350 1,110,158.00
-
BRC (Allowed) Poundage: 50 kg 158,594 3.8 602,657.20
-
m2 26,426 45 1,189,161.50
Total 2,901,976.70
2,901,976.70 106.86
External Wall
e
- (Total Floor)
m3 526 400 210,400.00
-
m3 529 370 195,590.88
-
m3 931 350 325,680.25
1,985 731,671.13
-
Poundage: (Allowed) Poundage: 71 kg 140,945 3.8 535,590.50
-
m2 7,820 45 351,891.45
Total 1,619,153.08
f
-
m3 1,159 400 463,600.00
-
m3 1,264 370 467,816.16
-
m3 1,775 350 621,212.55
4,198 Total 1,552,628.71
- Starter bar T10-200, A7 1 layer
BRC (RC Wall) (Allowed) Poundage: 61 kg 256,094 3.8 973,156.90
-
m2 25,221 45 1,134,966.60
Total 2,108,123.50
Internal Wall
g 1,907 m2
- m3 334 400 133,600.00
- m3 335 370 123,783.50
- m3 594 350 207,733.05
1,262 465,116.55
-
-
m2 5,332 45 239,946.75
Total 1,280,568.59
h
-
m3 1,194 400 477,600.00
-
m3 1,356 370 501,643.78
-
m3 1,928 350 674,927.58
4,478 Total 1,654,171.36
BRC (RC Wall) (Allowed) Poundage: 61 kg 273,168 3.8 1,038,037.14
-
m2 30,956 45 1,393,038.00
Total 2,431,075.14
10,561,939.47 388.91
Poundage :
Reinforcement
Formwork
Soffits of slabs
Reinforcement (BRC)
150mm Thick (26th-40th floor)
Reinforcement (BRC)
Lift Core Walls (as measured) (Level 8-40)
RC Walls (Non load bearing) (as measured) (Note: Flr Ht = 3500mm) (Level 7-40)
Reinforcement
Vibrated reinforced concrete G50 (8th-16th floor)
125mm Thick
Reinforcement
Formwork
GROSS FLOOR AREA
Tower A
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.
Tower A (Level 8 - 38, Roof)
Formwork
Reinforcement
SUPERSTRUCTURE
Frame
TOTAL
Floor Beams (7-38)
TOTAL
Floor Slabs (Level 7-38)
Formwork
Formwork
Reinforcement
Formwork
Transfer Plate
Shear Walls (as measured) (Note: Flr Ht = 3500mm) (Level 8-40)
Upper Floor
Reinforcement
Vertical surface of rc walls (non load bearing)
TOTAL Structural Walls
Formwork
Formwork
Breakdown (Tower A)

: 27,158 M2
GROSS FLOOR AREA
Tower A
ELEMENT
2 Nos. 80 3,000.00 240,000.00
240,000.00 8.84
3
a
-
m3 286 350 99,966.65
-
-
m2 2,380 45 107,084.30
Total 424,121.39
b
- m3 72 350 25,106.66
- (Allowed) Poundage: 275 kg 19,727 3.8 74,961.30
-
m2 526 40 21,041.77
Total 121,109.72
545,231.11 20.08
4
a
- m2 967 200 193,400.00
- m 950 150 142,500.00
- m 52 30 1,560.00
- Metal cladding Pergola Roof (At Roof Garden Level) m2 425 1,000.00 424,560.00
762,020.00 28.06
5
a
- m 2,126 50.00 106,300.00
b
- Nos. 124 1,600.00 198,400.00
- Nos. 217 2,000.00 434,000.00
- @ RM650/m2 Nos. 31 2,900.00 89,900.00
c
- Nos. 364 460.00 167,440.00
- Nos. 579 518.00 299,922.00
- Nos. 189 460.00 86,940.00
d Glass Sliding Door
- Nos. 108 4,140.00 447,120.00
- Nos. 203 2,000.00 406,000.00
2,236,022.00 82.33
6 Windows
- 1500mm high Fixed Glass Panel m2 784 700 548,800.00
- 3000mm high Fixed Glass Panel m2 3,501 700 2,450,700.00
TOTAL Windows 2,999,500.00 110.45
5,235,522.00 192.78
7
a - m2 25,221 42 1,059,302.16
1,059,302.16 39.01
8
a - Skim coat plaster and emulsion paint to column m2 1,158 16 18,523.20
b - Skim coat plaster and emulsion paint to liftwall m2 5,332 16 85,314.40
c - Skim coat plaster and emulsion paint to parapet wall m2 410 16 6,563.04
d - Skim coat plaster and emulsion paint to RC wall m2 30,956 16 495,302.40
e - Skim coat plaster and emulsion paint to shear wall m2 7,820 16 125,116.96
f - 800mm x 800mm Granite to lift lobby m2 1,316 300 394,665.03
g - 800mm x 800mm Granite to bathroom & powder room m2 4,096 300 1,228,674.15
h - 300mm x 600mm Homogeneous tiles to kitchen m2 1,698 134.9 229,059.39
j - Waterproofing system to bath m2 8,191 60 491,469.66
3,074,688.23 113.22
TOTAL
Roof Beams
Soffits of slabs
Reinforcement
Formwork
150mm Thick
TOTAL Doors & Windows
size 3450mm x 2400mm (Sliding Door)
900mm x 2400mm (S/L) (Bedroom)
Roof Finishes & Rainwater Goods
FINISHES WORKS
TOTAL
Formwork
Roof Construction
Reinforcement
Roof Slabs
200mm Dia. Upvc rwdp (L7-roof)
Waterproofing System to Flat Roof (Roof Level)
Roof Construction
Staircase Construction
APARTMENT UNITS
TOTAL Internal Wall Finishes
Internal Wall Finishes (Note:Typ Flr Ht = 3500mm) (Level 8 - 38)
TOTAL
External Wall Finishes (Note:Typ Flr Ht = 3500mm)(Level 8 - 38)
100mm Dia.Upvc gutter
Doors
TOTAL
1200mm x 2400mm high (S/L) (Entrance unit)
Windows 6mm Thick SNGY Grey Tempered Heat Soaked Hard Coated Low-E #2 (U-Value of 4.10, SC Value of
0.46) glazing or other equal & approved, glazed in aluminium frames, including framing in santoprene gasket &
glazing beads all to Specialist detail ) (Level 8-38))
TOTAL Doors
Samsung Digital Lockset (Supply RM 900 & Install RM150) to Unit Entrance
Timber Flush Door
Internal Doors (Level 8 - Roof)
RF & RW Goods
900mm x 2400mm (S/L) (Refuse/CW) @ RM240/m2
Breakdown (Tower A)

: 27,158 M2
GROSS FLOOR AREA
Tower A
ELEMENT
9
a - 25mm thick cement render to M&E room m2 706 35 24,710.00
b - 800mm x 800mm Granite to lift lobby m2 744 300 223,200.00
c - 800mm x 800mm Granite to bathroom & powder room m2 1,336 300 400,913.70
d - 300mm x 600mm Homogeneous tiles to kitchen & yard m2 744 122.51 91,147.44
e - 100mm high skirting m 1,237 30 37,104.21
f - Timber strip to apartment unit m2 11,334 210 2,380,199.22
g - 100mm high timber skirting m 11,887 35 416,059.53
h - Waterproofing system to bath & yard m2 1,457 60 87,420.00
3,660,754.10 134.80
10
a - Skim coat plaster and emulsion paint m2 4,381 14 61,334.00
b - 12mm thick fibrous plasterglass boards to lift lobby m2 956 65 62,140.00
d - 12mm thick fibrous plasterglass board to apartment units m2 13,480 65 876,200.00
e - 12mm thick moisture resistance plasterglass board to bathroom & powder room m2 1,478 75 110,850.00
1,110,524.00 40.89
11
a - Flights 126 2,500.00 315,000.00
315,000.00 11.60
12
Blk H Supply Rate (RM/no) (12% profit, 5% wastage)
a - 3,470.00 Nos. 62 4,059.90 251,713.80
b - 35 Nos. 278 40.95 11,384.10
c - 80 Nos. 278 93.60 26,020.80
d - 320 Nos. 278 374.40 104,083.20
e - 1,210.00 Nos. 278 1,415.70 393,564.60
f - 1,520.00 Nos. 278 1,778.40 494,395.20
g - 72 Nos. 278 84.24 23,418.72
h - Mirror Nos. 278 350.00 97,300.00
j - Nos. 278 55.00 15,290.00
YARD
k - Nos. 57 58.50 3,334.50
KITCHEN
l - Nos. 287 383.76 110,139.12
m - Nos. 287 383.76 110,139.12
n - Nos. 287 55.00 15,785.00
p - RM600/m2 Nos. 366 2,160.00 790,560.00
2,447,128.16 90.11
13
a - LS 100,000.00
b - Nos. 287 100 28,700.00
128,700.00 4.74
Shower Screen (Level 7 - Level 38)
Sanitary Wares & Fittings (SUPPLY ONLY) (Note: Installation by NSC Plumber)
Tap Fittings to Kitchen Sink
Stainless Steel Floor Traps
Stainless Steel Kitchen Sink
Tap Fittings to wash basin
Hand-Bidet Set
Bib Taps (Yard)
APARTMENT FLOORS (Level 7-38)
Ceiling Finishes
Floor Finishes
APARTMENT FLOORS (L7-L38)
Floor FinishesTOTAL
Sundries
Apartment Unit Signages
SundriesTOTAL
TOTAL
Ceiling Finishes
Staircase Finishes & Balustrading
BATHROOM
Toilet Roll Holder
Long Bath
Apartment (Level 7 - Level 38)
Wash Basin
Soap Holder
TOTAL
1500mm x 2400mm high
Sanitary AppliancesTOTAL
Breakdown (Tower A)

203 UNITS
Estimated Cost
Cost of CFA
1.00 SUBSTRUCTURE
2.01 Frame 18,307,212.20 672.90 Allowance for vibrated reinforced G55 for columns, G30
for floor beams and slab
3.01 Walls 5,104,048.13 187.60 Allowance for vibrated reinforced G55 for lift core walls
& G50 for shear walls
3.02 External Finishes 1,056,278.37 38.82 N/A
3.04 Doors - - N/A
4.01 Roofing 545,159.90 20.04 Allowance made for RC flat roof with waterproofing
system & UPVC pipe and rwdp
4.03 Rainwater Goods 666,778.40 24.51 Allowance made for RC flat roof with waterproofing
system & UPVC pipe and rwdp
5.01 Walls 5,097,395.14 187.36 Allowances made for lift core wall & RC wall
5.02 Doors 2,205,786.00 81.08 Allowances made for timber flush door, fire rated door &
glass sliding door
5.03 Windows 2,999,500.00 110.25 Allowances made for high fixed glass panel window
6.02 Walls 3,094,359.12 113.74 Refer to Schedule of Finishes attached
6.03 Ceilings 1,104,733.00 40.61 Refer to Schedule of Finishes attached
COST PLAN FOR TOWER B
Constituent
Functional Element
Tower B / Page 1 of 2

203 UNITS
Estimated Cost
Cost of CFA
COST PLAN FOR TOWER B
Constituent
Functional Element
7.00 FITTINGS, ETC.
7.01 Sanitary Wares & Fittings 2,447,128.16 89.95
7.02 Signages 128,700.00 4.73
7.03 Mail Box - - -Included
7.04 Lift Car Finishes - - -Included
.
8.00 SERVICES
8.02 HVAC 6,040,953.46 222.04
8.03 Fire Protection 948,422.08 34.86
8.04 Hot, Cold Water & Sanitary 3,136,648.91 115.29
8.06 BMS - - N/A
8.08 Electrical HV & Genset - - Included
8.09 Electrical LV 3,539,578.66 130.10
8.12 Vertical Transportation 2,285,354.40 84.00
8.13 Security - -
8.17 BWICS - -
TOTAL ESTIMATED 63,380,997.10 2,219.37
RM/m2 RM/sqft
Structure 18,307,212.20 672.90 62.51
Architectural 28,644,298.66 1,052.84 97.81
M&E 16,429,486.24 603.88 56.10
63,380,997.10 2,329.62 216.43
0.00
Tower B / Page 2 of 2

: 26,917 M2
UNIT QTY RATE TOTAL AMT. RM/FS
1
a Column
-
m3 162 450 72,900.00
-
Poundage: 350 kg 56,700 3.8 215,460.00
-
m2 992 45 44,640.00
Total 333,000.00
b
- m3 8,075 350 2,826,285.00
-
190 kg 1,534,269 3.8 5,830,222.20
-
m2 59,217 45 2,664,783.00
11,321,290.20
c
- m3 2,638 450 1,187,100.00
- Poundage: 200 kg 527,600 3.8 2,004,880.00
- m2 22,160 45 997,200.00
4,189,180.00
15,843,470.20 588.61
d
-
m3 2,638 350 923,300.00
-
-
m2 21,980 45 989,100.00
Total 2,463,742.00
2,463,742.00 91.53
External Wall
e
- (Total Floor)
m3 534 400 213,478.00
-
m3 538 370 199,084.42
-
m3 928 350 324,842.70
2,000 737,405.12
-
-
m2 7,893 45 355,195.17
Total 1,632,168.72
f
-
m3 1,118 400 447,200.00
-
m3 1,014 370 375,066.78
-
m3 1,760 350 615,874.35
3,891 Total 1,438,141.13
-
m2 25,149 45 1,131,726.83
Total 2,033,738.28
Internal Wall
g 1,907 m2
- m3 334 400 133,600.00
- m3 335 370 123,783.50
- m3 594 350 208,070.45
1,263 Total 465,453.95
-
-
m2 5,333 45 239,993.51
Total 1,281,392.33
h
-
m3 1,186 400 474,400.00
-
m3 1,061 370 392,388.70
-
m3 1,914 350 669,831.58
4,160 Total 1,536,620.28
-
m2 29,223 45 1,315,021.64
Total 2,279,382.54
10,201,443.27 379.00
Formwork
TOTAL
Floor Beams
SUPERSTRUCTURE
ELEMENT
GROSS FLOOR AREA
Tower B (Level 8 - 38, Roof) Tower B
Reinforcement
Formwork
Reinforcement
Poundage :
Reinforcement
Formwork
Transfer Plate
FrameTOTAL
Floor Slabs (Level 8-38)
Reinforcement
Formwork
Formwork
125mm Thick
Reinforcement
Shear Walls (as measured) (Note: Flr Ht = 3500mm) (Level 8-40)
Soffits of slabs
Upper Floor
Reinforcement (BRC)
Formwork
Reinforcement (BRC)
Reinforcement
RC Walls (Non load bearing) (Level 8-40)
Formwork
TOTAL
Formwork
Lift Core Walls (as measured) (Level 8-40)
Structural Walls
Breakdown (Tower B)

: 26,917 M2
ELEMENT
GROSS FLOOR AREA
2 Nos. 80 3,000.00 240,000.00
240,000.00 8.92
3
a
-
m3 286 350 99,945.65
-
-
m2 2,380 45 107,084.30
Total 424,054.79
b
- m3 72 350 25,105.50
- Reinforcement (Allowed) Poundage: 275 kg 19,726 3.8 74,957.85
-
m2 526 40 21,041.77
Total 121,105.12
545,159.90 20.25
4
a - m2 491 200 98,158.40
b - m 950 150 142,500.00
c - m 52 30 1,560.00
d - Metal cladding Pergola Roof (At Roof Garden Level) m2 425 1,000.00 424,560.00
666,778.40 24.77
5
a
- m 1,801 50 90,050.00
b
- Nos. 124 1,600.00 198,400.00
- Nos. 217 2,000.00 434,000.00
- Nos. 31 2,900.00 89,900.00
c
- Nos. 364 460 167,440.00
- Nos. 552 518 285,936.00
- Nos. 189 460 86,940.00
d Glass Sliding Door
- Nos. 108 4,140.00 447,120.00
- Nos. 203 2,000.00 406,000.00
2,205,786.00 81.95
6 Windows
- 1500mm high Fixed Glass Panel m2 784 700 548,800.00
- 3000mm high Fixed Glass Panel m2 3,501 700 2,450,700.00
2,999,500.00 111.44
5,205,286.00 193.39
7
a - m2 25,149 42 1,056,278.37
1,056,278.37 39.24
8
a - Skim coat plaster and emulsion paint to column m2 1,166 16 18,661.84
b - Skim coat plaster and emulsion paint to liftwall m2 5,333 16 85,331.02
c - Skim coat plaster and emulsion paint to parapet wall m2 404 16 6,468.48
d - Skim coat plaster and emulsion paint to RC wall m2 29,223 16 467,563.25
e - Skim coat plaster and emulsion paint to shear wall m2 7,893 16 126,291.62
f - 800mm x 800mm Granite to lift lobby m2 1,316 300 394,665.03
g - 800mm x 800mm Granite to bathroom & powder room m2 4,208 300 1,262,412.69
h - 300mm x 600mm Homogeneous tiles to kitchen m2 1,690 134.9 228,000.12
i - Waterproofing system to bath m2 8,416 60 504,965.08
3,094,359.12 114.96
Roof Construction
Soffits of slabs
TOTAL
Roof Beams
TOTAL
Roof Construction
Roof Slabs
Formwork
Formwork
150mm Thick
Reinforcement
TOTAL
Staircase Construction
200mm Dia. Upvc rwdp (L7-roof)
100mm Dia.Upvc gutter
Waterproofing System to Flat Roof (Roof Level)
Roof Finishes & Rainwater Goods
FINISHES WORKS
TOTAL
Windows 6mm Thick SNGY Grey Tempered Heat Soaked Hard Coated Low-E #2 (U-Value of 4.10, SC Value
of 0.46) glazing or other equal & approved, glazed in aluminium frames, including framing in santoprene
gasket & glazing beads all to Specialist detail ) (Level 8-38))
Samsung Digital Lockset (Supply RM 900 & Install RM150) to Unit Entrance
900mm x 2400mm (S/L) (Bedroom)
Internal Wall Finishes (Note:Typ Flr Ht = 3500mm) (Level 8 - 41)
DoorsTOTAL
Timber Flush Door
TOTAL
Doors
RF & RW Goods
Internal Doors (Level 8-40)
size 3450mm x 2400mm (Sliding Door)
1200mm x 2400mm high (S/L) (Entrance)
TOTAL WIndows
@ RM240/m2
External Wall Finishes (Note:Typ Flr Ht = 3500mm) (Level 8-41)
APARTMENT UNITS
TOTAL
900mm x 2400mm (S/L) (Refuse/CW)
Doors & Windows
Breakdown (Tower B)

: 26,917 M2
ELEMENT
GROSS FLOOR AREA
9
a - 25mm thick cement render to M&E room m2 698 35 24,431.16
b - 800mm x 800mm Granite to lift lobby m2 744 300 223,200.00
c - 800mm x 800mm Granite to bathroom & powder room m2 1,413 300 423,754.50
d - 300mm x 600mm Homogeneous tiles to kitchen & yard m2 713 122.51 87,349.63
e - 100mm high skirting m 1,262 30 37,847.28
f - Timber strip to apartment unit m2 11,172 210 2,346,106.35
g - 100mm high timber skirting m 11,714 35 409,983.53
h - Waterproofing system to bath & yard m2 1,446 60 86,760.00
3,639,432.44 135.21
10
a - Skim coat plaster and emulsion paint m2 4,382 14 61,348.00
b - 12mm thick fibrous plasterglass boards to lift lobby m2 955 65 62,075.00
d - 12mm thick fibrous plasterglass board to apartment unit m2 13,304 65 864,760.00
e - 12mm thick moisture resistance plasterglass board to bathroom & powder room m2 1,554 75 116,550.00
1,104,733.00 41.04
11
a - Flights 126 2,500.00 315,000.00
315,000.00 11.70
12
a Blk H Supply Rate (RM/no) (12% profit, 5% wastage)
- 3,470.00 Nos. 62 4,059.90 251,713.80
- 35 Nos. 278 40.95 11,384.10
- 80 Nos. 278 93.60 26,020.80
- 320 Nos. 278 374.40 104,083.20
- 1,210.00 Nos. 278 1,415.70 393,564.60
- 1,520.00 Nos. 278 1,778.40 494,395.20
- 72 Nos. 278 84.24 23,418.72
- Mirror Nos. 278 350.00 97,300.00
- Nos. 278 55.00 15,290.00
b YARD
- Nos. 57 58.50 3,334.50
c KITCHEN
- Nos. 287 383.76 110,139.12
- Nos. 287 383.76 110,139.12
- Nos. 287 55.00 15,785.00
d
- RM600/m2 Nos. 366 2,160.00 790,560.00
2,447,128.16 90.92
13
a - LS 100,000.00
b - Nos. 287 100 28,700.00
128,700.00 4.78
Hand-Bidet Set
Ceiling Finishes
BATHROOM
Floor Finishes
TOTAL Ceiling Finishes
TOTAL
Apartment (Level 7 - Level 38)
Long Bath
Bib Taps (Yard)
Sanitary Wares & Fittings (SUPPLY ONLY) (Note: Installation by NSC Plumber)
Staircase Finishes & Balustrading
APARTMENT FLOORS (L7-L38)
APARTMENT FLOORS (Level 7-38)
TOTAL
Tap Fittings to wash basin
Soap Holder
Wash Basin
Toilet Roll Holder
TOTAL Floor Finishes
Sundries
Apartment Unit Signages
Sundries
Sanitary Appliances
Tap Fittings to Kitchen Sink
1500mm x 2400mm high
Stainless Steel Kitchen Sink
TOTAL
Shower Screen (Level 7 - Level 38)
Breakdown (Tower B)

Constituent Estimated Cost
Functional Element Construction per m2 Remarks
Cost of CFA
1.00 EXTERNAL & ANCILLARY WORKS
1.01 External Work 1,300,000.00 897.25 Include road work, surface water
drainage, sewerage, water
reticulation
1.02 Hard and Soft Landscaping 1,200,000.00 828.23 Obtained from previous project
1.03 Refuse compactor, Gym equipment 150,000.00 103.53 Obtained from previous project
1.04 Water feature & Water fountain 150,000.00 103.53 Obtained from previous project
1.05 Swimming pool 822,300.00 567.54 Obtained from Arcadis handbook
1.06 Playground 46,600.00 32.16 Obtained from Arcadis handbook
1.07 Guard House 500,000.00 345.09 Adjusted from previous project
COST PLAN FOR EXTERNAL AND ANCILLARY WORKS
External work / Page 1 of 1

RATE BREAKDOWN
Cost Estimation for Basement Carcass
Item Description Unit Quantity Rate Amount
1.00 Contigous bored pile
a Mobilization sum 450,000.00 450,000.00
b Moving & handling sum 50,000.00 50,000.00
c Testing sum 330,000.00 330,000.00
d 1500mm dia. bored pile
- Bore hole m 1,760 300.00 528,000.00
- Cut off no 88 600.00 52,800.00
- Concrete m 1,760 350.00 616,000.00
- Rebar kg 123,200 3.80 468,160.00
e 1200mm dia. bored pile
- Bore hole m 740 300.00 222,000.00
- Cut off no 37 400.00 14,800.00
- Concrete m 740 350.00 259,000.00
- Rebar kg 51,800 3.80 196,840.00
f 800mm dia. bored pile
- Bore hole m 2,460 300.00 738,000.00
- Cut off no 123 300.00 36,900.00
- Concrete m 2,460 350.00 861,000.00
- Rebar kg 172,200 3.80 654,360.00
2.00 Cap Beam
- Concrete m3 452.80 350.00 158,480.00
- Formwork m2 566.40 45.00 25,488.00
- Rebar kg 61,128.00 3.80 232,286.40
5,894,114.40
6,000,000.00
COST PLAN
TOTAL ESTIMATED COST

SCHEDULE OF FINISHES
BERSERTA 2 TINGKAT BASEMEN DI ATAS LOT 160, JALAN ROBSON OFF JALAN SYED PUTRA, MUKIM KUALA LUMPUR, WILAYAH
PERSEKUTUAN KUALA LUMPUR.
PRELIMINARY COST APRAISAL
SCHEDULE OF FINISHES FOR BASEMENT CARPARK & PODIUM CARPARK
ITEM DESCRIPTION FLOOR WALL CEILING
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
3 Staircase 25mm thick Cement Render with
Nosing Tiles
19mm thick Plaster and Emulsion
Paint
4 Staircase Lobby 300mm x 600mm Homogeneous
tiles
19mm thick Plaster and Emulsion
Paint
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
7 Lounge 800mm x 800mm Granite 800mm x 800mm Granite 12mm thick Moisture Resistance
Plasterglass Board
Basement + Podium Carpark
A4 SOF_Bsmt_P.CPK/Page 1

Compiled report

Recommended

Recommended

More Related Content

What's hot

What's hot (19)

Similar to Compiled report

Similar to Compiled report (20)

More from lohwenjun

More from lohwenjun (20)

Recently uploaded

Recently uploaded (20)

Compiled report