capstone present final
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GROUP MEMBERS :
TNAH SENG HUAT
AHMAD MUZAIDI B.MUSANNEF
TAY WEI SHAN
KOPIRIYAN
HARTINI BT MAT SHOKRI
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Locations Near KL city where as we know, KL as the capital of Malaysia, has
successfully emerged as one of the major city in Asia.
The located near times square shopping complex and pavillion. Around 3.9 kmfrom KLCC and 1.9 km away from Bukit Bintang.
Why choose this area?
Kuala Lumpur very popular as a shopping destination among locals andinternational visitors alike.
Home to some of Southeast Asia's biggest shopping malls.
Efforts in responding to the challenges of being a fully developed countries in
2020. it was able to Improve and develop the economy and tourism to a higher level
where tourists come to Malaysia is about 23 million in 2010, and will increasein subsequent years.
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To ensure that urban land is used efficiently and
effectively in relation to the national development
objectives which call for growth with equity.
To Increase of tourists to Kuala Lumpur and Malaysia.
To improve the economy.
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Location : Bulatan Kampung Pandan Kuala Lumpur.
Client : Kuala Lumpur Infrastructure University College (KLIUC),
Taman Ilmu Ikram, Jalan Serdang
Kajang, 43000 Kajang,Selangor.
Developer :
Kuala Lumpur Infrastructure University College (KLIUC),
Taman Ilmu Ikram, Jalan SerdangKajang, 43000Kajang,Selangor.
Consultant Address :
SSP Consultant, Wisma SSP Level 8-18, No 1Jalan SR 8/3Serdang Raya 43300 Seri Kembangan Selangor Darul Ehsan.
Tel : 03-89433366 Fax : 03-89432691
EMAIL : sspsb@sspsb.com.my WEBSITE : www.sspsb.com.my
Land Area : 200m X 150m Existing Structure :
There are roads and residential areas around the proposed site.
We propose that remove the existing road and to continue construction
of the shopping complex.
mailto:sspsb@sspsb.com.myhttp://www.sspsb.com.my/http://www.sspsb.com.my/mailto:sspsb@sspsb.com.my -
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Based on French Curve
Design with the combination of modernistic and
sustainable concept
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Roof floor green garden
Decorated with natural garden design
Rainwater collecting system Laminated glass panel
Deflecting UV rays
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GREEN
WHY
WHO
HOWWHERE
WHEN
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Pertubuhan Akitek Malaysia (PAM) and theAssociation of Consulting Engineer Malaysia (ACEM) Define green buildings by common language and standard
of measurement.
Promote integrated, whole-building designs that provide abetter environment for entire.
Recognize and reward environmental leadership.
Transform the built environment to reduce its negativeenvironmental impact.
Ensure new buildings remain relevant in the future andexisting buildings are refurbished and upgraded to improvethe overall quality of the building stock.
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Points GBI Rating86 + points Platinum
76 to 85 points Gold66 to 75 points Silver50 to 65 points Certified
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1) Green Garden
2) Laminated Glass Panel
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1) Steel Structure
2) corrugated concrete
3) Lightweight formed Concrete Block
4) Heat sink
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1) water reticulation
Rainwater Harvesting 50 meter diameter tank
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1) Green Garden
2) Transparent Glass Panel
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Assumption
Load Analysis
Detail Design
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Use line load same as load of single bricklayer wall to all plaster wall in building.
Use line load same as double brick layer forplaster wall with glass panel
Use double brick layer as load to mentionaluminum panel
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Slab thickness = 150mm ~ 175mm Beam size = 200mm x 400mm
= 200mm x 450mm
= 400mm x 750mm Column = 600mm diameter
= 800mm diameter
= 600mm x 600mm
= 800mm x 800mm
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Use 350mm x 350mm RC PILE Assume; WL = 1,800 kN
Ultimate Design Load = 13,000 kN
Load/Pile = 13000/1800= 7.2 ~ 8 nos
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Structural
Infrastructure
Architectural
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DESCRIPTION AMOUNT LABOUR
MATERIAL
Lean Concrete 22,500.00 10,787,240.00/40
Rebar 7,199,659.52 17,219,506.50/13.5
Formwork 4,998,438.00 7,391,925.00/45
Concrete 10,428,731.00 1,565,325.00/45
EXCAVATION & EARTHWORK
Excavation & Disposal 16,326,469.00/55,18
Pile Cap - Backfill & Compact 38,494.00/38
SUBSURFACE - PILING for 250 PTS
FoundationPile & temporary retain
wall5,020,000.00 1,419,000.00/32,38,18
Total 82,417,287.82
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Internal Expenditure excluded Structural
Mechanical Services 1,650,000.00
Electrical Services 1,246,000.00
Lift and Staircase Services 2,550,000.00
Green Concept 3,130,000.00
Total 8,576,000.00
Infrastructural Expenditure - External Works
Site Clearance and Earth Work 300,000.00
Road 270,000.00
Drainages 150,000.00
Sewerage Work 125,000.00
Fencing 100,000.00
Power Supply 100,000.00
Water Supply 100,000.00
Landscaping 52,000.00
Total 1,197,000.00
TOTAL FOR INFRASTRUCTURAL 9,773,000.00
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DESCRIBTION AMOUNT
Mobilization & Demobilization incl Plant, Machinery & Equipment 3,232,250.00
Site Visit and Inspection 3,000.00Samples and Material Tests 15,000.00
Insurance of all Works 300,000.00
Temporary Scaffolding & Stagging 35,000.00
Temporary Access 100,000.00
Temporary Drainage & Crossing 68,000.00
Protection to Adjacent Structure 80,000.00
Protection to Existing Road & Slope 80,000.00
Site & Traffic Safety (safety Netting, temporary Road Sign 45,000.00
Temporary Traffic Management 25,000.00Site Cleanliness & Mosquito Control 15,000.00
Establishment & Maintenance of Site Office 40,000.00
Staff Accommodation 150,000.00
Worker's Quarters 340,050.00
Temporary Electricity 75,000.00
Temporary Water 75,000.00
Temporary Signage 10,000.00
Establishment of Temporary Sote & Sheds 12,500.00
Rubbish Disposal 36,000.00Protection of Materials and completed works 25,000.00
Site Meetings 15,000.00
General Site Maintenance and Cleaning 45,000.00
Site Cleaning upon completion 5,000.00
Site Management & Supervision 1,037,000.00
As-Built Drawings 800,000.00
Public Utilities 500,000.00
TOTAL 7,163,800.00
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DESCRIPTION DEBIT CREDIT
BAL 1,621,513,50.18
30% of BAL for BASEMENT for
3FLOOR48,645,405.06
70% of BAL for SHOPPING MALL
for 6 FLOOR113,505,945.10
TOTAL 1,621,513,50.18 1,621,513,50.18
ESTIMATED EACH BASEMENT 16,215,135.02
Estimated each SHOPPING MALL 18,917,657.52
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MATERIAL LABOUR
PRELIMINARIES 0.00 7,163,800.00
EXCAVATION AND EARTHWORK 0.00 16,364,963.00
SUBSURFACE - PILING 5,020,000.00 1,419,000.00
FOUNDATION LEAN CONCRETE 22,500.00 10,787,240.00
MISC - FORMWORK 4,998,438.00 7,391,925.00
REINFORCEMENT PILE CAP 1,759,152.00 7,421,422.50
REINFORCEMENT BEAM 2,507,081.92 4,220,424.00REINFORCEMENT SLAB 2,092,480.32 4,167,288.00
REINFORCEMENT COLUMN 663,456.64 996,948.00
REINFORC3MENT WALL 177,488.64 413,424.00
CONCRETE 10,428,730.80 1,565,325.00
SUPERVISION & MGNT FEES 1,037,000.00
ACCOMODATION 204,762.00
M & E 8,576,000.00
INFRASTRUCTURAL 1,197,000.00
27,669,328.32 72,926,521.50
100,595,849.82
ARRCHITECTURE WORK 162,151,350.18
TOTAL OF PROJECT 262747199.90
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Preliminary
External
Piling
Sub-Structure
Super-Structure
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0
50000000
100000000
150000000
200000000
250000000
300000000
2011 Q1 2011 Q2 2011 Q3 2011 Q4 2012 Q1 2012 Q2 2012 Q3 2012 Q4 2013 Q1 2013 Q2 2013 Q3 2013 Q4
Cost
Earned Value Over Time Report
Earned Value Planned Value AC
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Th th d l f EIA(E i t l
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The methodology for EIA(EnvironmentalImpact Assessment) first aims at establishingthe baseline environmental setting of the
delineated study area, and then assess thepotential impacts of the proposed projectcomponents on different environmentalcomponents, develop adequate and feasible
mitigation measures and to keep residualimpacts within acceptable limits and developmonitoring and measures as and whennecessary in order to ensure successful
implementation
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Environmental impacts due to theconstruction and operation stages of theproject were predicted. Impacts were alsoevaluated qualitatively using engineering
judgment and best management practices.
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Air Noise
Water environment
Waste Management
Biological environment
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Sewage Treatment and Management Solid Waste Management
Air Pollution Control and Management
Noise Control and Management
Storm water management
Plantation, Landscaping and Land Management
Management of Social Issues
Occupational, Safety and Health issues
Energy conservation
Environmental monitoring Emergency Response Plans for emergency scenarios
Environmental Management System
For the effective and consistent functioning
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For the effective and consistent functioningof the curve Mall complex, an EnvironmentalManagement System (EMS) will be established
at the site. The EMS will include the following:
An Environmental Management cell
Environmental Monitoring Program Personnel Training
Regular Environmental Audits and CorrectiveAction
Documentation
Standard operatingprocedures Environmental Management
Plans and other records.
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Based on the environmental assessment, theassociated potential adverse environmentalimpacts can be mitigated to an acceptablelevel by adequate implementation of the
measures as stated in the EIA and EMPs. It can be concluded from the impact matrix
that the project will not have significantnegative environmental impacts but would
help in improving the socio-economicconditions in the surrounding area.
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Risk Analysis 1 :Shortage of Concrete Supply Risk Analysis 2 : Shortage of Steel Bar Supply Risk Analysis 3 : Floating Price of Steel
Risk Analysis 4 : Quality of Materials Risk Analysis 5 : Delay of concrete supply on site Risk Analysis 6 : Quality of concrete due delay delivery Risk Analysis 7 : Shortage of skill labor Risk Analysis 8 : Increase number of labor force Risk Analysis 9 : Delay of deliverable. Risk Analysis 10 : Delay in submission of detailed design Risk Analysis 11 : foundation design not verification Risk Analysis 12 : Excessive differential ground settlement. Risk Analysis 13 : Differences in opinion among the
stakeholders. Risk Analysis 14 : Low serviceability and supportability of
equipment. Risk Analysis 15 : Dependency on Foreign Equipment Risk Analysis 16 : Unforeseen Technical Requirements Risk Analysis 17 : labor Lack of Safety and Health Knowledge Risk Analysis 18 : danger while constructing the higher
structures and operating machinery.
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Specialty of French Curve design Sustainable/Green Award
High Quality of Design
Proper Plan of Development
Proper Plan for Construction Scheduling
Proper plan for the Risk Management Plan
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Cost
QualityTime
Green/Sustai
nable
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