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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 : [email protected] 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:[email protected]://www.sspsb.com.my/http://www.sspsb.com.my/mailto:[email protected]
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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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