Oberoi Hotel


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Oberoi Hotel

  1. 2. AL DANA PRECINCT 5+ Design Area Management Strategy Presentation Rev. 0 July 2008
  2. 9. Abu Dhabi W. T. C. Asymptote Aldar H.Q. Gateway Building 5+ Design Area
  3. 11. 5+ Design Area
  4. 12. Lot Numbers Lot PC 815B Lot PC 606 Lot PC 605 Lot PC 816 Lot PC 817 Lot PC 604
  5. 13. Organisational Responsibilities Lot PC 815B Lot PC 606 Lot PC 605 Lot PC 816 Lot PC 817 Lot PC 604 Area 1 Project Leader : Russell Henderson Lot PC 815B : 19,135 sq/m Oberoi 5-Star Hotel Low-Rise Residential Area 1 Basement Responsibility
  6. 14. Organisational Responsibilities Lot PC 815B Lot PC 606 Lot PC 605 Lot PC 816 Lot PC 817 Lot PC 604 Area 2 Project Leader : T.B.C. Lot PC 816 : 11,779 sq/m Lot PC 817 : 14,365 sq/m 5 No. High Rise Residential Towers Low Rise residential Area 2 Basement Responsibility
  7. 15. Organisational Responsibilities Lot PC 815B Lot PC 606 Lot PC 605 Lot PC 816 Lot PC 817 Lot PC 604 Area 3 Project Leader : T. B. C. Lot PC 606 : 8,439 sq/m Lot PC 605 : 7,475 sq/m Lot PC 604 : 9,827 sq/m Low-Rise Residential 2 No. Medium-Rise Office Buildings Area 2 Basement Responsibility
  8. 16. Organisational Responsibilities Lot PC 815B Lot PC 606 Lot PC 605 Lot PC 816 Lot PC 817 Lot PC 604
  9. 17. Current Status on Site
  10. 18. Aldar H. Q. Asymptote Big Dig Proposed Pre-cast Factory Big Dig Satellite Compounds 1 & 2 Current Geography on Site
  11. 19. Logistics Plan
  12. 21. AL DANA PRECINCT Lot PC 815B Oberoi Hotel Execution plan Rev. A August 2008
  13. 22. <ul><li>The project is located in Lot PC815b of Al Dana Precinct in the 5+ Design </li></ul><ul><li>Area, Al Raha Beach Development, Abu Dhabi, U.A.E. </li></ul><ul><li>The project is a 5 star hotel, with 247 guest rooms and 52 serviced apartments for </li></ul><ul><li>ALDAR Developments, on behalf of ALDAR Hotels and Hospitality </li></ul><ul><li>The hotel will be operated by Oberoi Hotels </li></ul><ul><li>The hotel has two distinct parts to the structure: </li></ul><ul><li>5 storey basement/podium structure which houses underground parking, back </li></ul><ul><li>of house areas, front of house areas, and the pool deck </li></ul><ul><li>A stepped roof tower structure (23 storeys and 17 storeys tall from raft slab), </li></ul><ul><li>curved on plan, emerges from this podium, and contains the guest </li></ul><ul><li>accommodation, and a “sky restaurant” at level 17 </li></ul>Project Overview Podium View Tower View
  14. 23. Project Overview (contd.) GUEST ROOM MIX <ul><li>Hotel room split </li></ul>
  15. 24. Project Overview (contd.) <ul><li>The principal activities of the project are as follows:- </li></ul><ul><li>Large diameter bored concrete piles </li></ul><ul><li>Podium raft-slab in-situ R.C. </li></ul><ul><li>Basement structure: in-situ R.C. retaining walls, in-situ R.C. columns, in-situ R.C. </li></ul><ul><li>shear walls and traditional in-situ flat slab construction </li></ul><ul><li>Basement car park fit-out </li></ul><ul><li>Erection of 3 concrete core structures using proprietary jump-form shutter and screen </li></ul><ul><li>systems, providing tower structural stability and housing passenger elevators and stairs </li></ul><ul><li>Erection of a 22 storey concrete framed tower using in-situ columns and shear walls </li></ul><ul><li>and filigree pre-cast slabs </li></ul><ul><li>Erection of single storey structural steel framed roof top penthouses levels 17 and 23 </li></ul><ul><li>Envelope cladding in natural stone, render and curtain walling at podium low-level, </li></ul><ul><li>podium upper levels and the accommodation tower cladding in curtain walling, </li></ul><ul><li>ceramic baguettes and metal shading units </li></ul><ul><li>Full mechanical, electrical & plumbing installation </li></ul><ul><li>Internal fit out including, block-work walls, plasterboard partitions, suspended </li></ul><ul><li>ceilings, ames taping, painting & decoration, passenger elevators, bathroom pods, </li></ul><ul><li>swimming pools, water features, gym, spa, F&B outlet fit-outs, 3 retail outlets (shell </li></ul><ul><li>and shop-front only), soft and hard floor coverings, commercial kitchen fit-outs, full </li></ul><ul><li>turnkey FF&E </li></ul><ul><li>Perimeter External Hard Landscaping works, marine works to canal boardwalk and </li></ul><ul><li>water taxi quay. </li></ul>
  16. 25. <ul><li>Safety </li></ul><ul><li>Health and Safety Plan will be generated and managed by the Project Team </li></ul><ul><li>however, the Central H&S Team will advise on the contents of the plan </li></ul><ul><li>H&S Plan will use iGATE European process SMS </li></ul><ul><li>Central H&S Team will also be responsible for ongoing training and </li></ul><ul><li>strategic safety policies ensuring consistency throughout all of the 5+ plots </li></ul><ul><li>Key H&S duty holders to be appointed by Project Leader </li></ul><ul><ul><li>Temporary Works Coordinator </li></ul></ul><ul><ul><li>Temporary Works Inspectors </li></ul></ul><ul><ul><li>Appointed Person (Craneage) </li></ul></ul><ul><ul><li>Crane Coordinator </li></ul></ul><ul><ul><li>Crane Supervisor </li></ul></ul><ul><ul><li>First Aiders </li></ul></ul><ul><ul><li>Fire Safety Coordinator </li></ul></ul><ul><ul><li>Environmental Coordinator </li></ul></ul><ul><li>Health and Safety Monitoring Programmes will be established for measurement </li></ul><ul><li>of performance </li></ul><ul><li>Safety Scorecard will be completed each month by the Project Manager to </li></ul><ul><li>measure safety KPI’s against targets set by the Project Leader </li></ul><ul><li>Safety League will be implemented to positively promote safe working </li></ul><ul><li>through reward – sample shown is for sub-contractors, however a similar </li></ul><ul><li>scheme will be implemented for the direct labour force e.g. joinery, steelfixing, </li></ul><ul><li>scaffolding concrete etc. </li></ul>
  17. 26. Safety – Planning SAMPLE SAMPLE <ul><li>HS&E Monitoring programme below gives </li></ul><ul><li>auditing duties to all project staff during </li></ul><ul><li>each month – project performance reviewed </li></ul><ul><li>by Project Leader at end of each month </li></ul><ul><li>Safety programme to right is used by the </li></ul><ul><li>project to plan and track safety critical </li></ul><ul><li>events/appointments/design/lead-times etc. </li></ul>
  18. 27. Safety – Performance Measurement Project Safety Scorecard SAMPLE Project Safety League Table SAMPLE SAMPLE SAMPLE
  19. 28. <ul><li>IIF (although guidance will be given from Senior Management as to </li></ul><ul><li>whether this will be rolled-out over the entire development) </li></ul><ul><li>Site Safety Guide being considered (multi-lingual print run) </li></ul><ul><li>Take 5 for Safety (multi-lingual print run) </li></ul>Safety Culture I.I.F. Site Safety Guide Take 5
  20. 29. Fire & Life Safety Systems In accordance with local regulations, fire fighting pump boosted water will be available during the construction phase, a storage tank and pump boosted wet riser with fire hose reels on every level will be fitted as works progress. Sample design drawings of the system are shown below:
  21. 30. Fire & Life Safety Systems (contd.) In accordance with UK standards, all temporary electrical installations on the project will be 110v. Maintained emergency lighting will be fitted in accordance with the SMS. Toilets and chilled drinking water stations will be provided at every third level as works progress. Sample design drawings of the systems are shown below:
  22. 31. <ul><li>Work in compliance with LOR design management handbook template </li></ul><ul><li>IRS is prepared and updated by the Design Manager, however, weekly reporting on the status of the schedule will be a planning function, performed by a dedicated planner. An automated time-linked IRS has been developed which will assist the tracking and reporting function </li></ul><ul><li>Reviewable Design Data RDD system has been implemented due to the number of approvals necessary by different stakeholders </li></ul><ul><li>Change management (design change tracker) </li></ul><ul><li>Document review </li></ul><ul><li>RFI management – all RFI’s will be driven through document control, current list is always available on A-site and should be referenced for the next consecutive number, the query is then e-mailed to document control and issued to the relevant Designer. All RFI responses must be made via A-site and once received, will be vetted by technical personnel before authority to close out is given. </li></ul><ul><li>(Note A-site is to be phased out soon and replaced by Aconnex) </li></ul>Design
  23. 32. P&T Group Senior Personnel Organisation Technical Director-in-Charge Julian Smalley (Director) Project Client Coordination Julian Smalley (Director) Dorde Erceg (Senior Architect) Oberoi Hotel Martha Termirtsidi (Senior Architect) Nisha Chandar (Architect) Basement O.C. Gan (Architect)
  24. 33. ARUP DM Arup Istanbul SMEP Site Based Support (Refer to site supervision) 13 th July 2008 815 B SMEP Office Based Support Los Angeles Istanbul Director Peter Evans Program & Cont Mohammed Saleh Asst Program & Controls TBA Document Controller Natalia Ustimenko Secretary Airen Fajardo Project Manager Ian Neale Struct PM Robert Lindsay Mech PM TBA Elect PM TBA Public Health PM Reid Donovan Chief RE Dai Lewis Senior RE Peter Hesketh Roberts ARE (Civil) Charles Im Elliot Ting ARE (Struct) Joanna Bielecka (tbc) (Lines Dimensions) ARE (Mech) TBA ARE (Elect) Abdul Solangi Site Supervision Site Liaison & Coordination ALOR 5+ Al Raha Beach – Al Dana 5+ Design Buildings Organizational Chart for Site Liaison/Supervision Team
  25. 34. <ul><li>DISCIPLINE PRACTICE STATUS </li></ul><ul><li>Interior Design & FF&E PIA Contract issued </li></ul><ul><li>F&B Roland G Recommendation with Aldar </li></ul><ul><li>Kitchen & Laundry Fondue Contract being prepared by PMS </li></ul><ul><li>Concept Landscape WS Atkins Appointed </li></ul><ul><li>Consultant </li></ul><ul><li>Specialist Lighting TBA TBA following interior design concept completion </li></ul><ul><li>Pool and Water Features TBA Recommendation with Aldar </li></ul><ul><li>Spa Consultant TBA TBA </li></ul>Specialist Consultants
  26. 35. Specialist Consultants DESIGN Design Management Hotel Operator Hotel Owner JV Developer JV PMS & Contractor Design Team Lead Consultant Organisational Organogramme Developments Hotels & Hospitality
  27. 36. Procurement <ul><li>Procurement processes are in accordance with ALOR standard </li></ul><ul><li>procedures </li></ul><ul><li>See Project Business Plan for full details </li></ul>TORP Schedule <ul><li>TORP process is used , attached </li></ul><ul><li>schedule shows current project thinking </li></ul><ul><li>on work packages that will be </li></ul><ul><li>self delivered (green highlight) </li></ul><ul><li>Further work packages are under review </li></ul><ul><li>for self delivery, however it is the project’s </li></ul><ul><li>intention to avoid self delivery on finishes </li></ul><ul><li>if possible due to the very high quality </li></ul><ul><li>expected by the client. </li></ul><ul><li>Market forces and skilled labour </li></ul><ul><li>availability at time of individual package </li></ul><ul><li>procurement will dictate the final route </li></ul>
  28. 37. Planning <ul><li>Program Levels </li></ul><ul><li>Level 1 is the highest level and deals with the strategy for the project -The ‘Master </li></ul><ul><li>Program’ </li></ul><ul><li>This overall strategic program shows the key disciplines of client requirements, </li></ul><ul><li>design, procurement, construction, commissioning, FF&E and building occupation </li></ul><ul><li>Level 2 programs are in summary format and demonstrate (in single sheets) strategic </li></ul><ul><li>Milestones, project development and approvals, overall design, procurement, </li></ul><ul><li>overall construction and overall commissioning </li></ul><ul><li>Level 3 programs include individual designers’ programs (combined as an integrated </li></ul><ul><li>design program) and detailed construction programs for specific areas </li></ul><ul><li>A detailed commissioning network will be produced. This will be based upon the </li></ul><ul><li>commissioning strategy document </li></ul><ul><li>Procurement activities are also scheduled in tabular form </li></ul><ul><li>Level 4 programs include the target construction programs, short-term and </li></ul><ul><li>complex area construction programs are also included at this level </li></ul><ul><li>Level 5 programs are those prepared by the specialist trade contractors </li></ul><ul><li>Level 6 – detailed fortnightly & weekly programs created by the 1st & 2nd tier </li></ul><ul><li>Contractors and suppliers </li></ul><ul><li>Monitoring </li></ul><ul><li>In addition to the above, KPI and milestones will also be established against which </li></ul><ul><li>the project position and trends can easily be monitored, recorded and reported </li></ul>
  29. 38. Programme And Sequencing <ul><li>Level 1 Programme </li></ul>32 month construction duration plus 3 months PMS contingency end float
  30. 39. Programme And Sequencing (contd.) <ul><li>Level 2 Programme </li></ul>
  31. 40. Programme And Sequencing (contd.) Time Slices The following slides show schematics of the building and status of key activities during construction at approximately 3 month intervals The first series of slides show the structure in detail The second series of slides shows the structure with fit-out and envelope interfaces
  32. 41. Structure Time Slices
  33. 47. Overall Time Slices
  43. 57. <ul><li>Construction </li></ul><ul><li>One Project Delivery Team – piling upwards </li></ul><ul><li>Programme is compressed – therefore fast-track methodology must be utilised </li></ul><ul><li>Building naturally breaks into the following work packages: </li></ul><ul><ul><li>Structure (sub and super) </li></ul></ul><ul><ul><li>Basement fit-out </li></ul></ul><ul><ul><li>Envelope </li></ul></ul><ul><ul><li>External works </li></ul></ul><ul><ul><li>Guest rooms fit-out </li></ul></ul><ul><ul><li>Serviced apartments fit-out </li></ul></ul><ul><ul><li>Back of house fit-out </li></ul></ul><ul><ul><li>Front of house fit-out </li></ul></ul><ul><ul><li>MEP fit-out </li></ul></ul><ul><ul><li>FE&E </li></ul></ul>
  44. 58. Construction Manager 5 Back of House T.B.C. Senior Construction Manager Scott Campbell Construction Manager 2 815B Envelopes T.B.C. Support Teams Health & Safety Quality Assurance Document Control Admin/IT Section Manager 2 1 st /2 nd Fix 30 th June 2008 Construction Manager 4 Serviced Apartments T.B.C. Construction Manager 3 Guest Rooms T.B.C. Section Manager 3 Finishes Gen Foreman 3 Day Shift Gen Foreman 4 Back Shift Gen Foreman 5 Day Shift Gen Foreman 6 Back Shift FF&E Manager T.B.C. Construction Manager 1 815B M E & P T.B.C. FF&E Coordinator 1 Senior Commercial Manager Nicholas Watts Procurement Manager Andrew Nelson Commercial Manager Fahrettin Mert Gucuyener Lot 815b Project Leader Russell Henderson Commissioning Engineer Logistics Manager Logistics Manager Senior Logistics Manager T.B.C. Plot 815b Oberoi Hotel Team Organogramme Issue 07 Planner T.B.C. Design Coordinator T.B.C. Procurement Officer T.B.C. Quantity Surveyor T.B.C. Quantity Surveyor T.B.C. Quantity Surveyor T.B.C. Assistant Quantity Surveyor T.B.C. Assistant Quantity Surveyor T.B.C. Section Manager 4 1 st /2 nd Fix Project Manager Front of House George McVey Section Manager 5 Finishes Gen Foreman 7 Day Shift Gen Foreman 8 Back Shift Gen Foreman 9 Day Shift Gen Foreman 10 Back Shift Section Manager 6 Finishes Gen Foreman 11 Day Shift Gen Foreman 12 Back Shift Section Manager 7 Finishes Gen Foreman 13 Day Shift Gen Foreman 14 Back Shift Section Manager 1 Envelope Gen Foreman 1 Day Shift Gen Foreman 2 Back Shift ME & P Coordinator M & P Supervisor Electrical Supervisor Senior Quantity Surveyor T.B.C. Senior Quantity Surveyor Hong Hoang Senior ME&P Quantity Surveyor T.B.C. FF&E Coordinator 2 FF&E Coordinator 3 Senior Engineer (TWC) T.B.C. Construction Manager 6 815B Externals T.B.C. Section Manager 8 Externals Gen Foreman 1 Day Shift Gen Foreman 2 Back Shift Structures Project Manager Brian Kirby Structures Construction Manager Fraser Baird Responsibilities PC815B lot-wide Responsibilities 5+ Design area-wide Senior Planner Isam Salbad Design Manager Simon Barber
  45. 59. <ul><li>Structure </li></ul><ul><li>Large Diameter bored piling </li></ul><ul><li>In-situ Raft Slab </li></ul><ul><li>Podium Structure </li></ul><ul><ul><li>5 storey plus pool deck </li></ul></ul><ul><ul><li>In situ columns (too large in section to pre-cast) </li></ul></ul><ul><ul><li>In-situ shear walls </li></ul></ul><ul><ul><li>In-situ minor cores for elevators stairs and service risers </li></ul></ul><ul><ul><li>Slabs – programme is based upon traditional flat slab construction </li></ul></ul><ul><ul><li>throughout although hollow-core or filigree solutions will be investigated </li></ul></ul><ul><ul><li>once structure is design-frozen to see if programme betterment can be </li></ul></ul><ul><ul><li>achieved </li></ul></ul>
  46. 60. <ul><li>Tower Structure - 23 storeys (from raft slab) </li></ul><ul><ul><li>3 tower cores – 1 major hydraulic-jacked jump-form, 2 minor </li></ul></ul><ul><ul><li>crane assisted jump-forms </li></ul></ul><ul><ul><li>22 storeys RC concrete frame, top floors (levels 17 and 23) </li></ul></ul><ul><ul><li>structural steel on transfer slabs giving grid flexibility desired </li></ul></ul><ul><ul><li>by client in these areas </li></ul></ul><ul><ul><li>In-situ columns (required by design) </li></ul></ul><ul><ul><li>In-situ shear walls (required by design) </li></ul></ul><ul><ul><li>Slabs - filigree pre-cast planks (supplied by specialist </li></ul></ul><ul><ul><li>manufacturer) with structural in-situ concrete topping, </li></ul></ul><ul><ul><li>perimeter curved sections pre-cast onsite with </li></ul></ul><ul><ul><li>“ boot up-stand” to avoid edge shuttering </li></ul></ul>Structure
  47. 61. <ul><li>Structure (contd.) </li></ul><ul><li>Structural methodology centres upon erecting the tower first, with the </li></ul><ul><li>podium structure “wings” following once the tower and its core climbing </li></ul><ul><li>shutters has cleared the area (when 2 storeys above raft slab) </li></ul><ul><li>The area to the west of the hotel will have signature villas on top of the podium </li></ul><ul><li>parking structure – it may be necessary to leave vehicular access for heavy </li></ul><ul><li>construction plant through the hotel podium structure because these villas are </li></ul><ul><li>stuck at concept design stage and piling and podium works to this area cannot </li></ul><ul><li>progress </li></ul>
  48. 62. <ul><li>Concrete Placing Strategy </li></ul><ul><li>Main Tower </li></ul><ul><ul><li>Up to L3 concrete to be placed by mobile pump (core and slabs) </li></ul></ul><ul><ul><li>Main core L3 – L24 – concrete placed by static pump/mast/placing boom </li></ul></ul><ul><ul><li>Floor slabs L3-L24 – concrete placed by static pump/mast/placing boom </li></ul></ul><ul><li>Podium West and East </li></ul><ul><ul><li>Concrete to be placed by mobile pumps </li></ul></ul>
  49. 63. Formwork Strategy <ul><li>Pink – hydraulic self climber formwork system L03 to roof </li></ul><ul><li>Blue – shear walls/cores – propose to use panel system (DOKA/PERI) etc. </li></ul><ul><li>Green- column (in–situ) shutter system </li></ul>
  50. 64. P02 to L02 – Soffit Construction <ul><li>East/West podium construction – tables or strike/erect </li></ul><ul><li>dependant on structural details (not yet available) </li></ul><ul><li>Tower construction – P02 soffit to L02 – tables/strike and erect </li></ul><ul><li>dependant on drawings still to be issued </li></ul>
  51. 65. <ul><li>Pre-cast planks L03 to roof </li></ul>Tower Slab Construction
  52. 66. Tower - Overall Construction
  53. 67. Edge Protection <ul><li>A screen system (covering 3 floors) to be used at high risk areas (beam and column positions) </li></ul><ul><li>Perimeter pre cast planks will be lifted into position with “sureguard” or similar edge protection system prefixed before lifting into final position </li></ul>Proposed Screens Proposed Sureguard
  54. 68. <ul><li>Core and slab access – passenger hoist located in core </li></ul>Access
  55. 69. <ul><li>Craneage </li></ul><ul><li>The two principal tower cranes for the hotel are TC11 and TC12 </li></ul><ul><li>shown in the section below </li></ul><ul><li>These cranes are supplemented by TC14, a luffing tower crane positioned to the </li></ul><ul><li>north east and serving the north yard as well as the building </li></ul><ul><li>The next slide shows the site plan with the 4 tower cranes with arcs of </li></ul><ul><li>influence over the project. These cranes have been selected by the Project Team </li></ul><ul><li>for their duties and are coordinated (heights under hook) with the </li></ul><ul><li>rest of the Big Dig’s cranes </li></ul>
  56. 70. Craneage <ul><li>Extract from current Big Dig tower crane plan </li></ul>Hotel Footprint PC 815B Footprint
  57. 71. Hook Time Analysis <ul><li>Tower crane hook time analysis shows hook utilisation of 20 hours or more </li></ul><ul><li>per day for a substantial portion of the programme (until tower structural </li></ul><ul><li>completion spring 2010) </li></ul><ul><li>A third tower crane (over the originally planned two) has been decided as the best </li></ul><ul><li>solution for relief of pressure on hook time </li></ul>Hook time analysis chart
  58. 72. Asymptote Compound Aldar H. Q. Compound RAMP Lot PC 815B – Logistics Areas Rev 2 Gate 1 Gate 3 Legend Vehicle Route 815B Fence “ D” Wall Vehicle Gate Twin Cage Hoist HOTEL TOWER Asymptote Compound Proposed 815B/606 Satellite Camp Proposed 815B crane yard Gate 2 Note: LAAR permissions from logistics granted for these areas Proposed 815B crane yard and lay-down 55 m 60 m 60 m 60 m 70 m
  59. 73. Envelope <ul><li>The podium structure has areas of natural stone and render </li></ul><ul><li>The tower envelope is primarily curtain walling with shading features, and </li></ul><ul><li>ceramic baguette rainscreen to the concrete cores </li></ul>
  60. 74. Envelope (contd.) <ul><li>Envelope construction will achieve earliest possible start – wild air </li></ul><ul><li>required for final finishes must have sealed envelope. </li></ul><ul><li>Podium envelope curtain walling will be built in stick metal – thin unitised </li></ul><ul><li>panels supported by metal framing are being considered for the natural stone </li></ul><ul><li>and rendered panels </li></ul><ul><li>Tower envelope will be unitised curtain walling construction </li></ul><ul><li>Vertical transportation of the curtain walling units will be by tower crane </li></ul><ul><li>Tower envelope erection access will be from the tower slabs themselves, </li></ul><ul><li>erection handling of the unitised panels will be by temporary works monorail </li></ul><ul><li>and cable hoists serving up to 10 storeys, erected and maintained by the curtain </li></ul><ul><li>walling contractor. </li></ul><ul><li>Where solid shear walls or cores exist, mast climbers or cradles will be used </li></ul><ul><li>The concrete works must be a minimum of 5 levels above the monorail level at </li></ul><ul><li>the time of installation </li></ul><ul><li>Podium access will be from the podium structure itself, methodology as above </li></ul><ul><li>Curtain wall erection will take place around tower crane ties and hoist-ways </li></ul><ul><li>The curtain walling can only be fully completed following removal of the tower </li></ul><ul><li>cranes and hoists </li></ul><ul><li>Final sealant and caps/flashings will be reliant on the use of suspended cradles </li></ul><ul><li>– ideally beneficial early use of the permanent BMS units </li></ul>
  62. 76. Core Cladding <ul><li>Concept drawings show “ceramic baguettes” forming a rainscreen on the </li></ul><ul><li>concrete cores </li></ul><ul><li>Cladding methodology just described (working from floor slabs) will not work in </li></ul><ul><li>the locations highlighted below because of the solid core or shear walls at these </li></ul><ul><li>positions </li></ul><ul><li>Mast climbers or cable suspended baskets will be used to access these areas for </li></ul><ul><li>cladding erection (BMS cradles preferred, depends on outcome of VE on baguettes) </li></ul>Baguettes Positions of solid walls
  63. 77. Building Hoists <ul><li>Tower crane hook time analysis shows hook utilisation of 20 hours per day </li></ul><ul><li>for a substantial portion of the programme </li></ul><ul><li>The fast-track nature of the project demands redundancy in vertical transport </li></ul><ul><li>The building hoists will be as shown below, bespoke cantilevered platforms will </li></ul><ul><li>be used in lieu of hoists for heavy items, bespoke because proprietary platforms </li></ul><ul><li>are too small </li></ul>People, waste bins, small tools small plant/MEWPS, Bathroom pods, curtain walling units, palletised plasterboard, ceiling/wall metal, door-sets, palletised ceramic tiles/adhesive, pre-fabbed M&E etc. Bespoke engineer-designed cantilevered loading platforms 6 tonnes SWL minimum
  64. 78. Asymptote Compound Aldar H. Q. Compound RAMP Lot PC 815B – Hoistage Plan Rev 0 Gate 1 Gate 3 Legend Vehicle Route 815B Fence “ D” Wall Vehicle Gate Pod lifter Twin Cage Hoist HOTEL TOWER 2 Asymptote Compound Proposed 815B/606 Satellite Camp Proposed 815B crane yard Proposed 815B crane yard and lay-down Gate 2
  65. 79. Passenger/Goods Hoist - Configuration <ul><li>Twin cage rack and pinion hoist by Wickham, starting at level P03 and </li></ul><ul><li>running to roof level </li></ul><ul><li>Holes will be left out of the podium slabs above to form the hoist-way, TW </li></ul><ul><li>requirement </li></ul>
  66. 80. <ul><li>Bathroom Pods will be utilised due to fast-track programme </li></ul><ul><li>Only bathrooms have been considered at this time </li></ul><ul><li>Detailed study on “poddability” of closets and kitchenettes to be concluded </li></ul><ul><li>Advice from manufacturers has indicated serviced apartment bathrooms are too large to pod </li></ul><ul><li>Still wish to pod the “core” of w.c.s in the centre of the serviced apartments </li></ul>Bathroom Pods Bathroom pod delivery to slab at Atlantis Dubai Interior of bathroom pod at Atlantis Dubai
  67. 81. Level L03-L13 Level L14-L15 Legend Marina Std Room RH Marina Std Room LH Canal Std Room RH Canal Std Room LH Suite WC LH Suite WC RH Bathroom Pods (contd.)
  68. 82. Marina Std Room LH Canal Std Room RH Approximate Pod Dimensions 3.5m x 3.5m on plan 9’ clear floor to ceiling Open-ended at bath tub 2.6m x 5.0m on plan 9’ clear floor to ceiling Open-ended at bath tub Note, these bathroom layouts are superseded and are used for dimensional purposes only, although tub position will not change Bathroom Pods (contd.)
  69. 83. <ul><li>Bathroom Pods will be utilised to meet fast-track programme </li></ul><ul><li>Pre-fabrication of MEP risers </li></ul><ul><li>Pre-cast concrete construction (whenever technically possible) </li></ul><ul><li>Unitised curtain walling and cladding </li></ul><ul><li>Panelised Stone Finishes </li></ul><ul><li>Dry lining techniques used whenever possible for walls and ceilings </li></ul><ul><li>Spray applied paint finishes to car-parking basement </li></ul><ul><li>Roll Mat Slab reinforcement </li></ul><ul><li>Self Levelling Screed </li></ul><ul><li>“ Stairmaster” TM metal stairs with concrete infill to back of house areas </li></ul>Modern Methods Of Construction
  70. 84. Commercial <ul><li>Commercial processes are in accordance with ALOR standard procedures </li></ul><ul><li>See Project Business Plan for full details </li></ul>Commercial Manager Commercial Manager
  71. 85. Commercial (contd.) <ul><li>Preliminaries and Cost Reporting </li></ul><ul><li>Due to the complex and large scale of this project the cost reporting will be split into similar </li></ul><ul><li>sections to those shown on the previous slides. </li></ul><ul><li>This breakdown will be adhered to except for the basement area, where a separate commercial/procurement team </li></ul><ul><li>will be assigned to monitor costs and reporting. </li></ul><ul><li>In respect of the cost reporting within the Al Dana 5+ precincts the following will be adopted to assist both site </li></ul><ul><li>reviews and assessments and the overall cost reporting for Al Raha Beach generally. </li></ul><ul><li>The project will be split into four cost folios to assist reporting and manage cost reporting and allocation. </li></ul><ul><li>The four areas are – basement (including fit out), 815B and hotel, 604/5/6 plus 2no office towers, and 816/817 </li></ul><ul><li>plus 5no high rise towers. </li></ul><ul><li>The four cost reports will then be consolidated into a “project” monthly review, which will be amalgamated into </li></ul><ul><li>the Al Dana report (incl all other buildings). </li></ul><ul><li>Each area will be set up as a “small business” and take responsibility for all financial activities throughout the </li></ul><ul><li>construction stages. </li></ul><ul><li>Shared preliminaries and management will be allocated to the respective precincts after agreement has been </li></ul><ul><li>reached between PL/CM of each area. </li></ul><ul><li>This will be the same format for other projects such as Asymptote, ADWTC, and Gateway Building. </li></ul><ul><li>A central plant area has been agreed and again each project will be assigned their own project number </li></ul><ul><li>(internally) that must be used to ensure accurate cost allocation for materials and plant for the project. </li></ul><ul><li>Shared sub contractors and direct works will use this same format. </li></ul><ul><li>Logistics and deliveries will adopt the same approach and it is hoped that this will give both cost and time </li></ul><ul><li>benefits to the project and client. </li></ul><ul><li>The Commercial managers for each area will meet monthly/quarterly to review and confirm that the cost </li></ul><ul><li>transfers and re-allocations are acceptable and accurate. </li></ul><ul><li>(However the bigger picture is for Al Dana to benefit as a whole from this approach). </li></ul>
  72. 86. Commercial (contd.) <ul><li>Cashflow </li></ul>
  73. 87. The  current gateway 4 submission that is with EC Harris is based on a shell and core only. It is anticipated that the gateway process  will progress with two sets of gateway documents as shown in the appended programme. This allows us to track and progress the structure and shell works in advance of the fit out as this is dependant on the input from the specialist consultants namely interior design, F&B , kitchen and Laundry, Spa, and FF&E. Gateway Strategy
  74. 88. <ul><li>Dedicated quality manager will be appointed for this project </li></ul><ul><li>Project will follow the QMS laid out in iGATE </li></ul><ul><li>Client has requested mock-up (off-site) of a standard guest room to establish both standard of designed finishes, spatial coordination issues and workmanship, albeit they have requested in-situ room and corridor samples to be provided at the earliest, which all future areas will be bench-marked against </li></ul><ul><li>All prospective sub-contractors will be subject to pre-qualification and vendor assessments in terms of their suitability and quality control systems </li></ul><ul><li>All successful sub-contractors will be required to adopt our QMS system if their own system falls short of our minimum standard </li></ul><ul><li>It is the intention of the project to utilise a proprietary defects management software package, however this will undoubtedly require to be approved by both PMS and Aldar </li></ul>Quality
  75. 89. Quality – Defect Management Sample field data capture sheet Sample report generated by data capture sheet SAMPLE SAMPLE <ul><li>Propose that an automated electronic system is </li></ul><ul><li>used on the project </li></ul><ul><li>Digital data input using Nokia data pens and download </li></ul><ul><li>docking stations or similar </li></ul><ul><li>On-line management of defect lists </li></ul>