209506/JP/SYC Cross Bay Link Design Option 5 - Eternity Arch
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Month 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
01) Preliminary works
01-01 Site compound
01-02 Barge landing point
01-03 Arch fabrication site
02) Dredging & Foundations
02-01 Pre-drilling holes
02-02 Main Bridge piles & pile caps
02-03 Eastern Approach piles & pile caps
02-04 Western Approach piles & pile caps
02-05 Eastern Abutment Piles
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03) Substructure
03-01 Main Bridge piers
03-03 Eastern Approach piers
03-02 Western Approach piers
03-04 Eastern Abutment
04) Approach Superstructure
04-01 Fabricate concrete deck segments
04-02 Deck segment erection & stitching for EA
04-03 Deck segment erection & stitching for WA
05) Main Bridge Superstructure
05-01 Fabricate steel deck segments
05-02 Fabricate steel arch segments
05-03 Assemble main bridge
05-04 Assemble side spans
05-05 Install Main Bridge
05-06 Install Side spans and make connection
06) Cycle Track Ramp
06-01 Foundations & substructure
06-02 Superstructure
07) Road D9
07-01 Earthworks for seawall modification
07-02 Sea Wall Strengthening
07-03 Ground Improvement works (TBC)
07-04 Piling for noise barrier
07-05 Noise barrier erection
08) Finishing Works
08-01 Street furniture, pavement & road markings
08-02 Planting & Landscaping
08-03 TCSS installation & testing
09) Contract Completion
09-01 Contract Completion
CRITICAL ASSUMPTIONS
1. Steel work and precast concrete deck segments are fabricated in China. 4. There are two marine piling fronts. 7. Southern Bridge Programme is not confirmed, hence not included here.
2. Arch bridge is assembled in China and transported to the site in one piece by a barge. 5. The overall construction contract period is 4 years. 8. Critical path is shown in red.
3. There are three proposed options for installation of main bridge & side spans 6. Ground improvement works on Road D9 are TBC.
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G:\env\project\209506-50\report\EIA Additional Service 2012\Appendices\Chapter 4_Consturction methodology\
Appendix A 2013-01-02 Construction Programme.xlsx : Sheet1
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Printed 2/1/2013 Time 11:28
Pier 1
Pier 2 Pier 3
Pier 4 Pier 5
Pylon A Pylon B
Pier 6
Pier 7Pier 8
Pier 9 Pier 10Abutment
Ramp Bridge