PROPOSED NEW ERECTION OF A COVERED LNIKWAY AND ADDITION & ALERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD

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3 Page 3 Our Ref : FG /Corr1 Date : 09 March 2015 Tender Ref No: TG/ITT/2014/0023 PROPOSED NEW ERECTION OF A COVERED LNIKWAY AND ADDITION & ALERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD TENDER CORRIGENDUM NO. 1 S/N Item Original Pages Amendment Pages No. of Pages A Volume 1 of 2 To replace / add pages 1 SECTION 1 Preliminaries S.1/45-46 S.1(Corr1)/ CIVIL & STRUCTURE DRAWINGS SECTION 193-S_SE S_SE CIVIL & STRUCTURE DRAWINGS DETAIL S_DET S_DET ELECTRICAL INSTALLATION COVERD LINKWAY LIGHTING LAYOUT 1563/E-02 REV /E-02 REV ELECTRICAL INSTALLATION SINGLE LINE DIAGRAM 6 ARCHITECTURAL PARTIAL FLOOR PLAN PART 1 7 ARCHITECTURAL PARTIAL FLOOR PLAN PART 2 8 ARCHITECTURAL PARTIAL FLOOR PLAN PART 3 9 ARCHITECTURAL PARTIAL FLOOR PLAN PART 4 10 ARCHITECTURAL PARTIAL FLOOR PLAN PART 5 11 ARCHITECTURAL PLANTER GRATING DETAIL 12 ARCHITECTURAL S 450MM SEAT 13 ARCHITECTURAL S 450MM SEAT TYPICAL SECTION 1563/E-03 REV /E-03 REV REV REV REV REV REV REV REV REV

4 FAITHFUL+GOULD PTE. LIMITED TENDER REF NO: TG/ITT/2014/0023 PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD TENDER CLARIFICATION NO MARCH 2015 Item Query Reply 6 Refer to drawing no: 193-S_PL08-00 enlarged 1 st storey roof plan zone 6 and 193-S_SE-00 section, there are some discrepancy for steel members, please clarify it. Refer to drawing 193-S_PL ) We confirm that the edge beam for Canopy 1 is 100x100x10mm THK ANGLE (B8). Refer to drawing 193-S_SE-00 2) We would like to highlight the change of column to beam connection short stump from 100x100x6mm THK SHS to 120x120x10mm THK SHS. It is 200mm in length as shown in Detail 8 of drawings issued. 3) We confirm that the main cantilever beam for Canopy 1 is 150x150x8mm THK SHS (B3). 4) We confirm that the edge beam for Canopy 1 is 100x100x10mm THK ANGLE (B8). Clarified in layout. 7 As per tender submission date: 12 March 2015, 12.00pm, can you confirm the final tender submission date. Please refer to clause 6(a) Submission of Tender on Page IT/3 in the section on Instruction to Tenderers of the Tender Documents. Page 2

5 FAITHFUL+GOULD PTE. LIMITED TENDER REF NO: TG/ITT/2014/0023 PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD TENDER CLARIFICATION NO MARCH 2015 Item Query Reply 8 9 Please kindly advise that we should need to include the portraits of the people into the etched copper panel for the platforms? Any supplier contract number? Refer to drawing no: partial floor plan part 5 and partial floor finish plan part 5 the mentioned area (as per attachement) is under our scope of works? If it to be under our scope of works, can provide the detail of floor? Portraits of the people will be a graphic provided by the artist that will be etched on the copper panels. Contractor is to supply and install copper panels etched with these graphics. For copper panels, refer to drawing number For floor finishes, refer to drawing no The final 10 decorative concrete floor finishes are to be developed in collaboration with the architect, artist and concrete artisan. through a process of mockups and reviews. The concrete artisan will prepare mockups on site for architect's and artist's approval. These mockups will comprise a combination of aggregates, colours and effects to achieve the desired outcomes. The aggregates, colours and effects listed here are not exhaustive and is subject to further confirmation upon architect's and artist's reviewing of mockups. Page 3

6 SCHEDULE OF RATES Art Connector SECTION 1 - PRELIMINARIES ITEM NO DESCRIPTION Q/T/F Amount $ 48 WORKING DAYS AND WORKING HOURS (CONT'D) Subject to any provision to the contrary contained in the Contract, and subject to any written law on noise pollution (including the Environmental Protection and Management (Control of Noise at Construction Sites) Regulations), no work which requires supervision shall be carried out during the night or on Sundays or on public holidays without the written permission of the Superintending Officer except when such work is rendered unavoidable or necessary for the saving of life or property or for the safety of the Works, in which case the Contractor shall inform the Superintending Officer at the earliest possible opportunity of the same. For the purposes of this Clause, the term "night" shall mean the period from 6.00 p.m. to 8.00 a.m. Please note that no works are allowed to be carried out at Coleman Street, from 2.00AM to 11.00PM on the following dates: 6, 7, 13, 14, 20, 21, 27 and 28 June , 5, 11,12, 18, 19, 25 and 26 July , 2, 8 and 9 August 2015 Please note that no works are allowed to be carried out at North Bridge Road, from 2.00AM to 11.00PM on the following dates: 8 and 9 August 2015 In addition, any part of the Works which requires the Employer s supervision shall be carried out during the Employer s official works hours. The Superintending Officer s prior written permission shall be obtained. 49 WORK PERFORMED BY CONSULTANTS AND/OR EMPLOYER S SITE SUPERVISORY STAFF BEYOND NORMAL WORKING HOURS If overtime work is required either at the Contractor's request or in circumstances deemed necessary and approved by the SO, the Contractor will be required to reimburse the Employer for the nett overtime charges including CPF contributions, paid by the Employer to his Clerk-of-Works (Resident Technical Officer) and other site resident staff in this connection. The rates shall be 1½ times the normal rate for overtime on weekdays and Saturdays, and 1½ times the normal rate for overtime on Sundays and Public Holidays. The normal working hours shall be as follows: Monday to Friday 8.30 a.m. to 5.30 p.m. Saturday 8.30 a.m. to 1.00 p.m S.1(Corr1)/45

7 SCHEDULE OF RATES Art Connector SECTION 1 - PRELIMINARIES ITEM NO DESCRIPTION 49 WORK PERFORMED BY CONSULTANTS AND/OR EMPLOYER S SITE SUPERVISORY STAFF BEYOND NORMAL WORKING HOURS (CONT'D) The Contractor shall be deemed to have made all necessary allowances for any and all overtime expenses as may be required to be incurred by the Employer s site supervisory staff under the Contract. Q/T/F Amount $ The Contractor shall not pay overtime expenses to the Employer s site supervisory staff directly. Any such payment shall be forfeited by the Employer and the Contractor shall still remain liable for the overtime expenses to the Employer. 50 TESTING & TESTING FACILITIES The Contractor shall provide all the necessary labour, Plant, tools, instruments and materials for carrying out all tests stipulated in the Contract or as directed by the SO including the provision of all necessary transport for the transportation of instruments, tests materials, samples and supervisors, etc. to and from any accredited laboratory or any other testing facilities as and when directed by the SO or his appointed site representative. The Contractor shall make allowance for all the above in his tender price as no monetary claim for compensation or extras shall be paid for any work carried out by the Contractor in connection with the above work unless otherwise specified elsewhere in this Specification. The Contractor shall arrange for submission of copies of test results to the SO as soon as they are available. All tests and checks on Site shall be carried out as directed by or in the presence of the SO. Prior to the commencement of any concreting, the Contractor shall provide on Site at a shaded area at least one lockable water- tight curing tank of approved material and design. The tank shall be at least 760mm long, 530mm wide and 660mm high. The Contractor shall provide a sufficient number of tanks to accommodate the expected number of cubes, before they are sent for testing. The Contractor shall also provide and maintain for the duration of the Contract adequate apparatus on Site for concrete testing to the approval of the SO. The cost of all samples, transport and other expenses incidental to testing shall be borne by the Contractor. The Contractor shall arrange and pay for the tests listed to be carried out at the approved Engineering Laboratory as and when the SO may direct or at such intervals as the Specifications so require S.1(Corr1)/46

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16 DET 8 & SECT H-H 100 x 100 x 10mm THK ANGLE (B8) FULL PENETRATION BUTT WELD (TYP.) 10mm THK ANGLE PLATE TYP x120x10mm SHS 6mm THK FILLET WELD (TYP.) 100 x 100 x 10mm THK ANGLE (B8) TITLE STAGE KEY PLAN PROJECT CLIENT DETAIL 4 TENDER PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS at COLEMAN STREET and NORTH BRIDGE ROAD x 150 x 8mm THK RHS (B3) 10mm THK STIFFENER PLATE TYP. 139mm Ø x 10mm THK CHS () GROUTED WITH GRADE 45 CONCRETE GROUT SECTION H-H NATIONAL GALLERY SINGAPORE LOCATION COLEMAN STREET and NORTH BRIDGE ROAD x 250 x 12mm THK MS END PLATE (TYP.) 150x150x8mm THK SHS (B3) 139mm Ø x 10mm THK CHS () 250 x 250 x 12mm THK END PLATE DRAWING NO B3 EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS 100 x 100 x 10mm THK ANGLE (B8) S _ D E T PROJECT SHEET REVISION - REVISION DRAWN CHECKED DATE SCALE LLF/SDN ASA :20 THIS DRAWING IS MADE FOR AN A1 AND INDICATES THE DESIGN INTENT ONLY. ALL DIMENSIONS ARE IN MILLIMETRES OTHERWISE STATED AND SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH WORK. PLEASE READ THIS IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. COPYRIGHT OF THIS DESIGN DRAWING REST SOLELY WITH FARM AND MAY NOT BE USED OR REPRODUCED WITHOUT PERMISSION FROM FARM. C&S CONSULTANT: A E

17 SECTION Z1C7: ZONE 1 CANOPY 7 PROPOSED NEW LINKWAY ACROSS COLEMAN STREET 200D x 200W x 8mm THK RHS (B2) SECTION BS: ZONE 6 EXISTING BUS SHELTER 1 SECTION Z6: ZONE 6 CANOPY 1 AND ZONE 8 EXISTING BUS SHELTER 2 SECTION Z7EL1: ZONE 7 EXISTING LINKWAY 1 PROPOSED NEW LINKWAY AT NORTH BRIDGE ROAD A&A TO EXISTING BUS SHELTERS AT NORTH BRIDGE ROAD A&A TO EXISTING LINKWAY 1 AT NORTH BRIDGE ROAD EXISTING STEEL COLUMN TO BE AND GROUTED WITH GRADE 45 CONCRETE GROUT EXISTING BUS ROUTE NOTICE BOARD TO BE 0 (Refer To Architect Drawing) EXISTING BOLLARD TO BE EXISTING KERB TO BE EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION SECTION Z5: ZONE 5 CANOPY 2 PROPOSED NEW LINKWAY AT COLEMAN STREET & NORTH BRIDGE ROAD INTERSECTION 2450 'ART' FLOORING IN DIFFERENT GRANOLITHIC FINISH & DIFFERENT APPLICATION METHOD BY OTHERS EXISTING DRAIN TO BE TOP OF DRAIN COVER IN PEBBLE WASH FINISH BY OTHERS EXISTING FOUNDATION & SLAB TO BE EXISTING STEEL 100x100x6mm SHS TO BE EXISTING KERB TO BE 20 VARIES (REFER TO ROOF PLAN) MAX 2950mm (REFER TO ROOF PLAN) EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS 850 ASPHALT ROAD BY OTHERS 200D x 200W x 8mm THK RHS (B2) EXISTING BEAM TO BE Øx10mm THK CHS GROUTED WITH GRADE 45 CONCRETE GROUT EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION 'ART' FLOORING IN DIFFERENT GRANOLITHIC FINISH & DIFFERENT APPLICATION METHOD BY OTHERS EXISTING DRAIN TO BE TOP OF DRAIN COVER IN PEBBLE WASH FINISH BY OTHERS EXISTING STRUCTURAL SLAB TO BE EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS 2650 (Refer To Architect Drawing) x120x10mm THK SHS 250 VARIES (REFER TO ROOF PLAN) 'ART' FLOORING FINISHES BY OTHERS) 1200 T BOTH WAYS TOP AND BOTTOM HOMOGENOUS TACTILE TILES BY OTHERS 219Ø x 10mm THK CHS () KERB BY OTHERS 50D x 100W x 8mm THK RHS (B3) 2465 ASPHALT ROAD BY OTHERS EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" AND D10 MESH TOP AND BOTTOM BY OTHERS PROPOSED NEW LINKWAY ALONG COLEMAN STREET SECTION CM: CANOPIES 3 (ZONE 4),4 (ZONE 3), 5 (ZONE 2), 6 (ZONE 1) VARIES (REFER TO ROOF PLAN) EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" AND D10 TOP MESH BY OTHERS HEIGHT VARIES (REFER TO ARCHITECT DWG) EXISTING SCREEDING AND GROUND SLAB TO BE HACKED AWAY AND REINSTATED TO ORIGINAL CONDITION PROPOSED PLANTING VERGE KERB BY OTHERS ASPHALT ROAD BY OTHERS EXISTING DRAINAGE PIPE POSITION INDICATIVE. CONTRACTOR TO VERIFY ON SITE 750mm HIGH RC PLATFORM (DETAILS REFER TO DWG TYP1) 100D x 100W x 8mm THK RHS (B1) T BOTH WAYS TOP AND BOTTOM 101.6Ø x 8.1mm THK CHS () mm HIGH RC PLATFORM (DETAILS REFER TO DWG TYP1) 450mm HIGH RC PLATFORM (DETAILS REFER TO DWG TYP1) EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION EXISTING DRAIN TO BE UPGRADED BY PUB 'ART' FLOORING FINISHES BY OTHERS) EXISTING DRAINAGE PIPE TO BE VERIFIED ON SITE BY CONTRACTOR. CONTRACTOR TO COORDINATE WITH PUB FOR RELOCATION OF PIPE IN THE EVENT WHEN RELOCATION IS REQUIRED 800 KERB BY OTHERS 'ART' FLOORING FINISHES BY OTHERS) T BOTH WAYS TOP AND BOTTOM Ø x 10mm THK CHS () B4 EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" AND D10 MESH TOP AND BOTTOM BY OTHERS VEHICULAR ACCESS GROUND SLAB TO MATCH EXISTING SPECIFICATIONS ACCORDING TO LTA STANDARD DETAILS 219Ø x 10mm THK CHS () THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL 50 THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL EXISTING BEAM TO BE 50 THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL 2800 HEADROOM CLEARANCE EXISTING DRAINAGE PIPE POSITION INDICATIVE. CONTRACTOR TO VERIFY ON SITE 100 x 100 x 10mm THK ANGLE (B8) EXISTING KERB TO BE EXISTING DRAINAGE PIPE TO BE VERIFIED ON SITE BY CONTRACTOR. CONTRACTOR TO COORDINATE WITH PUB FOR RELOCATION OF PIPE IN THE EVENT WHEN RELOCATION IS REQUIRED B2 B2 B1 B1 B B3 100 x 100 x 10mm THK ANGLE (B8) 50 THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL EXISTING 150x150x12mm ANGLE (B9) TO BE AND ADJUSTED B MM PRECAST CONCRETE BUS STOP SEAT (DETAILS REFER TO DWG TYP1) EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION 'ART' FLOORING IN DIFFERENT GRANOLITHIC FINISH & DIFFERENT APPLICATION METHOD BY OTHERS EXISTING DRAIN TO BE TOP OF DRAIN COVER IN PEBBLE WASH FINISH BY OTHERS EXISTING FOUNDATION & SLAB TO BE FULL PENETRATION BUTT WELD EXISTING 150x150x12mm 4M22 BOLT G8.8 TO BE ANGLE (B9) TO BE AND ADJUSTED 10mm THK ANGLE PLATE TYP. EXISTING 100x100x10mm ANGLE (B8) TO BE AND ADJUSTED 280 EXISTING STEEL COLUMN TO BE AND GROUTED WITH GRADE 45 CONCRETE GROUT 4M16 BOLT GRADE 8.8 TO BE TITLE STAGE KEY PLAN PROJECT CLIENT SECTION TENDER PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS at COLEMAN STREET and NORTH BRIDGE ROAD LOCATION EXISTING 180x180x8mm STEEL SHS TO BE 324mmØx12mm THK MS END PLATE 10mm THK STIFFENER PLATE TYP. NATIONAL GALLERY SINGAPORE COLEMAN STREET and NORTH BRIDGE ROAD 1 DRAWING NO S _ S E C PROJECT SHEET REVISION - REVISION 04 DRAWN CHECKED DATE SCALE 1 LLF/SDN ASA :30 230mmØx10mm THK MS END PLATE 40x40x10mm THK STIFFENER PLATE EXISTING 100x100x10mm ANGLE (B8) TO BE AND ADJUSTED THIS DRAWING IS MADE FOR AN A1 AND INDICATES THE DESIGN INTENT ONLY. ALL DIMENSIONS ARE IN MILLIMETRES OTHERWISE STATED AND SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH WORK. PLEASE READ THIS IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. COPYRIGHT OF THIS DESIGN DRAWING REST SOLELY WITH FARM AND MAY NOT BE USED OR REPRODUCED WITHOUT PERMISSION FROM FARM. C&S CONSULTANT: A E

18 PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATIONS TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD

19 NEW WEATHERPROOF TWIN 13A SSO (ON EACH BENCH) TO BE PROVIDED NEW WEATHERPROOF TWIN 13A SSO (ON EACH BENCH) TO BE PROVIDED LIGHTING CIRCUITS TO BE CONNECTED TO EXISTING OG BOX 'OG/CTH' NEW OG BOX 'OG/CTH' TO REPLACE THE OLD ONE PLEASE REFER TO LPA'S DRAWINGS (DRAWING NO. LTG_LP01 &LTG_LP02 (T1)) FOR THE LIGHTING LAYOUT PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATIONS TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD LIGHTING CIRCUITS TO BE CONNECTED TO NEW OG BOX 'OG' NEW OG BOX 'OG' COVERED LINWAY PLAN SCALE 1 : 100

20 FAITHFUL+GOULD PTE. LIMITED TENDER REF NO: TG/ITT/2014/0023 PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD TENDER CLARIFICATION NO MARCH 2015 Item Query Reply 1 Please kindly advise the light fittings supply and install by contractor? Yes light fittings supply and install should be supplied and installed by contractor. For lighting plan and specifications, refer to Appendix lighting drawing no. LTG_LP01, LTG_LP02 & S Please kindly advise the planting verge is under our scope of work? 'Art' Flooring is various integral decorative concrete finishes? Should be install by contractor or others? From the ID drawings stated that by others. Dwg Ref: 193-S_SE-00 Please kindly advise the location for supply and lay pebble wash floor finish. Refer to drawing no: partial floor plan part 4 and schedule of rates, section 2 prime cost provisional sum, item A, landscape works, the works of 2 meter width planting verge will be under provisional sum landscape works. Please clarify it. Yes, planting verge and landscaping should be supplied and installed by contractor. For landscape plan, refer to drawing no to Yes, art flooring finishes should be supplied and installed by contractor. For floor finishes, refer to drawing no There is no pebble wash finish, only integral decorative concrete finish on floor for the whole site. For floor finishes, refer to drawing no Yes, the works of 2 meter width planting verge will be under provisional sum landscape works. Page 1

21 FAITHFUL+GOULD PTE. LIMITED TENDER REF NO: TG/ITT/2014/0023 PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD TENDER CLARIFICATION NO MARCH 2015 Item Query Reply 6 Refer to drawing no: 193-S_PL08-00 enlarged 1 st storey roof plan zone 6 and 193-S_SE-00 section, there are some discrepancy for steel members, please clarify it. Refer to drawing 193-S_PL ) We confirm that the edge beam for Canopy 1 is 100x100x10mm THK ANGLE (B8). Refer to drawing 193-S_SE-00 2) We would like to highlight the change of column to beam connection short stump from 100x100x6mm THK SHS to 120x120x10mm THK SHS. It is 200mm in length as shown in Detail 8 of drawings issued. 3) We confirm that the main cantilever beam for Canopy 1 is 150x150x8mm THK SHS (B3). 4) We confirm that the edge beam for Canopy 1 is 100x100x10mm THK ANGLE (B8). Clarified in layout. 7 As per tender submission date: 12 March 2015, 12.00pm, can you confirm the final tender submission date. Please refer to clause 6(a) Submission of Tender on Page IT/3 in the section on Instruction to Tenderers of the Tender Documents. Page 2

22 FAITHFUL+GOULD PTE. LIMITED TENDER REF NO: TG/ITT/2014/0023 PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS AT COLEMAN STREET AND NORTH BRIDGE ROAD TENDER CLARIFICATION NO MARCH 2015 Item Query Reply 8 9 Please kindly advise that we should need to include the portraits of the people into the etched copper panel for the platforms? Any supplier contract number? Refer to drawing no: partial floor plan part 5 and partial floor finish plan part 5 the mentioned area (as per attachement) is under our scope of works? If it to be under our scope of works, can provide the detail of floor? Portraits of the people will be a graphic provided by the artist that will be etched on the copper panels. Contractor is to supply and install copper panels etched with these graphics. For copper panels, refer to drawing number For floor finishes, refer to drawing no The final 10 decorative concrete floor finishes are to be developed in collaboration with the architect, artist and concrete artisan. through a process of mockups and reviews. The concrete artisan will prepare mockups on site for architect's and artist's approval. These mockups will comprise a combination of aggregates, colours and effects to achieve the desired outcomes. The aggregates, colours and effects listed here are not exhaustive and is subject to further confirmation upon architect's and artist's reviewing of mockups. Page 3

23 SECTION Z1C7: ZONE 1 CANOPY 7 PROPOSED NEW LINKWAY ACROSS COLEMAN STREET 200D x 200W x 8mm THK RHS (B2) SECTION BS: ZONE 6 EXISTING BUS SHELTER 1 AND ZONE 8 EXISTING BUS SHELTER 2 A&A TO EXISTING BUS SHELTERS AT NORTH BRIDGE ROAD EXISTING STEEL COLUMN TO BE AND GROUTED WITH GRADE 45 CONCRETE GROUT EXISTING 150x150x12mm ANGLE (B9) TO BE 4M22 BOLT G8.8 TO BE AND ADJUSTED EXISTING BUS ROUTE NOTICE BOARD TO BE 0 (Refer To Architect Drawing) EXISTING BOLLARD TO BE EXISTING KERB TO BE EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION SECTION Z5: ZONE 5 CANOPY 2 PROPOSED NEW LINKWAY AT COLEMAN STREET & NORTH BRIDGE ROAD INTERSECTION SECTION Z7EL1: ZONE 7 EXISTING LINKWAY 'ART' FLOORING IN DIFFERENT GRANOLITHIC FINISH & DIFFERENT APPLICATION METHOD BY OTHERS EXISTING DRAIN TO BE TOP OF DRAIN COVER IN PEBBLE WASH FINISH BY OTHERS EXISTING FOUNDATION & SLAB TO BE EXISTING STEEL 100x100x6mm SHS TO BE EXISTING KERB TO BE 20 VARIES (REFER TO ROOF PLAN) MAX 2950mm (REFER TO ROOF PLAN) EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS 850 ASPHALT ROAD BY OTHERS 200D x 200W x 8mm THK RHS (B2) SECTION Z6: ZONE 6 CANOPY 1 EXISTING BEAM TO BE Øx10mm THK CHS GROUTED WITH GRADE 45 CONCRETE GROUT EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION 'ART' FLOORING IN DIFFERENT GRANOLITHIC FINISH & DIFFERENT APPLICATION METHOD BY OTHERS EXISTING DRAIN TO BE TOP OF DRAIN COVER IN PEBBLE WASH FINISH BY OTHERS EXISTING STRUCTURAL SLAB TO BE EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS 2650 (Refer To Architect Drawing) x100x6mm THK SHS 250 VARIES (REFER TO ROOF PLAN) 'ART' FLOORING FINISHES BY OTHERS) 1200 T BOTH WAYS TOP AND BOTTOM HOMOGENOUS TACTILE TILES BY OTHERS KERB BY OTHERS 50D x 100W x 8mm THK RHS (B3) 2465 ASPHALT ROAD BY OTHERS EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" BY OTHERS EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" AND D10 MESH TOP AND BOTTOM BY OTHERS PROPOSED NEW LINKWAY ALONG COLEMAN STREET SECTION CM: CANOPIES 3 (ZONE 4),4 (ZONE 3), 5 (ZONE 2), 6 (ZONE 1) VARIES (REFER TO ROOF PLAN) EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" AND D10 TOP MESH BY OTHERS HEIGHT VARIES (REFER TO ARCHITECT DWG) EXISTING SCREEDING AND GROUND SLAB TO BE HACKED AWAY AND REINSTATED TO ORIGINAL CONDITION PROPOSED PLANTING VERGE KERB BY OTHERS ASPHALT ROAD BY OTHERS EXISTING DRAINAGE PIPE POSITION INDICATIVE. CONTRACTOR TO VERIFY ON SITE 750mm HIGH RC PLATFORM (DETAILS REFER TO DWG TYP1) 100D x 100W x 8mm THK RHS (B1) T BOTH WAYS TOP AND BOTTOM 101.6Ø x 8.1mm THK CHS () mm HIGH RC PLATFORM (DETAILS REFER TO DWG TYP1) 450mm HIGH RC PLATFORM (DETAILS REFER TO DWG TYP1) EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION EXISTING DRAIN TO BE UPGRADED BY PUB 'ART' FLOORING FINISHES BY OTHERS) EXISTING DRAINAGE PIPE TO BE VERIFIED ON SITE BY CONTRACTOR. CONTRACTOR TO COORDINATE WITH PUB FOR RELOCATION OF PIPE IN THE EVENT WHEN RELOCATION IS REQUIRED 800 KERB BY OTHERS 'ART' FLOORING FINISHES BY OTHERS) T BOTH WAYS TOP AND BOTTOM B4 EPS (Expanded polystyrene) FOAM COATED WITH "DRYVIT" AND D10 MESH TOP AND BOTTOM BY OTHERS VEHICULAR ACCESS GROUND SLAB TO MATCH EXISTING SPECIFICATIONS ACCORDING TO LTA STANDARD DETAILS THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL 50 THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL EXISTING BEAM TO BE 50 THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL HEADROOM CLEARANCE EXISTING DRAINAGE PIPE POSITION INDICATIVE. CONTRACTOR TO VERIFY ON SITE 100 x 100 x 10mm THK ANGLE (B8) EXISTING KERB TO BE EXISTING DRAINAGE PIPE TO BE VERIFIED ON SITE BY CONTRACTOR. CONTRACTOR TO COORDINATE WITH PUB FOR RELOCATION OF PIPE IN THE EVENT WHEN RELOCATION IS REQUIRED B3 100 x 100 x 10mm THK ANGLE (B8) 50 THK LEAN CONCRETE 150mm THK WELL COMPACTED HARDCORE WELL COMPACTED SOIL EXISTING 150x150x12mm ANGLE (B9) TO BE AND ADJUSTED B MM PRECAST CONCRETE BUS STOP SEAT (DETAILS REFER TO DWG TYP1) EXISTING ST ANDREW CATHEDRAL FENCES TO BE & PROTECTED DURING CONSTRUCTION 'ART' FLOORING IN DIFFERENT GRANOLITHIC FINISH & DIFFERENT APPLICATION METHOD BY OTHERS EXISTING DRAIN TO BE TOP OF DRAIN COVER IN PEBBLE WASH FINISH BY OTHERS EXISTING FOUNDATION & SLAB TO BE FULL PENETRATION BUTT WELD EXISTING 100x100x10mm ANGLE (B8) TO BE AND ADJUSTED 280 EXISTING STEEL COLUMN TO BE AND GROUTED WITH GRADE 45 CONCRETE GROUT 4M16 BOLT GRADE 8.8 TO BE TITLE STAGE KEY PLAN PROJECT CLIENT SECTION TENDER PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS at COLEMAN STREET and NORTH BRIDGE ROAD EXISTING 180x180x8mm STEEL SHS TO BE 324mmØx12mm THK MS END PLATE 50x50x10mm THK STIFFENER PLATE NATIONAL GALLERY SINGAPORE LOCATION COLEMAN STREET and NORTH BRIDGE ROAD DRAWING NO S _ S E C PROJECT SHEET REVISION - REVISION EXISTING STEEL 100x100x6mm SHS TO BE DRAWN CHECKED DATE SCALE LLF/SDN ASA :30 230mmØx10mm THK MS END PLATE 40x40x10mm THK STIFFENER PLATE EXISTING 100x100x10mm ANGLE (B8) TO BE AND ADJUSTED THIS DRAWING IS MADE FOR AN A1 AND INDICATES THE DESIGN INTENT ONLY. ALL DIMENSIONS ARE IN MILLIMETRES OTHERWISE STATED AND SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH WORK. PLEASE READ THIS IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. COPYRIGHT OF THIS DESIGN DRAWING REST SOLELY WITH FARM AND MAY NOT BE USED OR REPRODUCED WITHOUT PERMISSION FROM FARM. C&S CONSULTANT: A E 219Ø x 10mm THK CHS () 219Ø x 10mm THK CHS () 04 B2 B2 B1 B1 B2 219Ø x 10mm THK CHS () PROPOSED NEW LINKWAY AT NORTH BRIDGE ROAD A&A TO EXISTING LINKWAY 1 AT NORTH BRIDGE ROAD

24 CANOPY 01 (2.65M HT) DET 6 CANOPY 01 (2.65M HT) DET 9 B C4 C4 (TYP. EXT'G COLUMNS TO BE C4 964 B10 DET DET 6 B8 (TYP. CANOPY 1 EDGE BEAM) B3 (TYP. CANOPY 1 CANTILEVER) B3 (TYP. CANOPY 1 EDGE BEAM) DET 9 B10 C4 C4 (TYP. EXT'G COLUMNS TO BE EXISTING COLUMNS AND BEAMS BETWEEN GRID E1 TO E30 TO BE AND ALTERED C4 B10 DET 9 PARTIAL PLAN CUT LINE PARTIAL PLAN CUT LINE Ø x 8.1mm THK CHS Ø x 10mm THK CHS Ø x 10mm THK CHS Ø x 12mm THK CHS CANOPY 03 (3.7M HT) CANOPY 01 (2.65M HT) EXT'G LINKWAY 1 (2.65M HT) EXT'G LINKWAY 1 (2.65M HT) DET 2 DET 2 B2 (TYP. CANOPY 7) B1 (TYP. CANOPY 3) B2 (TYP. CANOPY 2) B1 (TYP. CANOPY 4) B1 (TYP. CANOPY 5) B1 (TYP. CANOPY 6) DET 6 DET 9 DET 9 TITLE STAGE KEY PLAN PROJECT CLIENT ENLARGED 1ST STOREY & ROOF PLAN ZONE 6 TENDER PROPOSED NEW ERECTION OF A COVERED LINKWAY AND ADDITION & ALTERATION TO 2 EXISTING BUS SHELTERS at COLEMAN STREET and NORTH BRIDGE ROAD NATIONAL GALLERY SINGAPORE LOCATION COLEMAN STREET and NORTH BRIDGE ROAD DRAWING NO S _ P L PROJECT SHEET REVISION - REVISION DRAWN CHECKED DATE SCALE LLF/SDN ASA :75 ZONE 6 THIS DRAWING IS MADE FOR AN A1 AND INDICATES THE DESIGN INTENT ONLY. ALL DIMENSIONS ARE IN MILLIMETRES OTHERWISE STATED AND SHOULD BE VERIFIED ON SITE BEFORE PROCEEDING WITH WORK. PLEASE READ THIS IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS. COPYRIGHT OF THIS DESIGN DRAWING REST SOLELY WITH FARM AND MAY NOT BE USED OR REPRODUCED WITHOUT PERMISSION FROM FARM. C&S CONSULTANT: A E 1ST STOREY PLAN ZONE 6 ROOF PLAN ZONE 6 EXT'G BUS SHELTER 2 (3.0M HT)