Queens Rd Pedestrian Bridge Concept Design Report GHD

Page 113

RAMPS for Steel Plate Girder Environmental management

1

Item

10000

10,000

400

M

100

40,000

Traffic management incl in bridge Security fencing

50,000 East Side - 106M length, 5 No piers Mobilise demob rig Piles - 5 No x 12 M Concrete to piers .7M3/M Concrete to beams 8M3/pier Supply precast ramp section 1M3/M Install ramp sections 26T ea. Handrail Rate/M2 West Side - 102M - 10 No piers Mobilise demob rig Piles - 10 No x 12 M Concrete to piers .7M3/M Concrete to beams 4M3/pier Supply precast ramp section 1M3/M Install ramp sections 26T ea. Handrail

1 72 77 44 110 11 220 2367

Item M M3 M3 M3 No M

1 120 74 40 102 10 204

Item M M3 M3 M3 No M

2500 300 2500 3000 2100 2500 1,000

2,500 21,600 193,500 132,000 231,000 27,500 220,000 828,100

2500 300 2500 3000 2100 2500 1,000

2,500 36,000 185,000 120,000 214,200 25,000 204,000 786,700

Total Direct Cost Contractor's Supervision & site overheads 20% Contractor's HO Overhead & profit 10% Contractor's Estimate Engineering & architect, incl geotech & proof engineering 10% Project management 3% Escalation - 2 years @4% 8% Contingency 20% Total Budget Estimate Extra Direct Cost for Stairs - West side Incl Overheads and Oncosts as above

6 M

1,664,800 332,960 199,776 2,197,536 219,754 72,519 199,185 537,799 3,226,791 10000

60,000 116,295


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