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1 NOT FOR CONSTRUCTION
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9 Steensby Ore Dock Tradeoff Study Rev. 0 Mary River Project H Appendix B : Estimates ISO 9001, Rev. 0, Page 26 Hatch 2011/07
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11 Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 1 Sandwell/AMEC, 5 Caisson Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Excavation, sediments (See below) for caissons cu m C Rock Fill under caissons cu m ,699, ,699, D Precast Concrete bridge deck panels, 200 thick sq m ,625, curb walls cu m , ,225, E Caissons, 30 m diameter (five total) precast concrete to float height each ,600, ,000, castinplace concrete to top ( NA) cu m 500 mm ice impact El. 0.0 cu m , ,930, mm top caisson slab cu m , ,250, box girder foundations on caisson cu m , ,000, rail foundations on caissons cu m , ,250, ,430, F Rock Fill in caissons cu m ,195, ,195, G Granular Fill under slabs cu m , , H Structural Steel Bridges (four total) supply & install box girders tonnes , ,793, supply & install girders tonnes 756 7, ,866, supply & install deck beams, bracing tonnes 360 7, ,793, ,453, I Ship Unloader Rails supply rails, accessories (in separate estimate) m , install m , , J Bull Rail m , , K Fenders supply ea 24 50, ,200, install ea 24 15, , ,573, L Quick Release Bollards supply ea 8 20, , install ea 8 10, , , M Capstans supply ea 4 50, , install ea 4 10, , , N Ladders at caissons ea 12 2, , , O Rock Fill NA cu m 0 P Granular Fill NA cu m 0 Q Dredging adjacent to dock soft material cu m ,000, adjacent to dock rock cu m ,750, ,750, R Scour Protection sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 68,750, ,750, OPTION 1 TOTAL 229,167, ,750, ,000, NOTES Page 1 +Ore Dock Estimate_North 2011_06_22_Bob.xlsx
12 Project: Mary River Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Ore Dock, North Location, Baffinland Analysis Cost Estimate Option: 2 8 Steel Pier Arrangement Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, B Excavation, sediments (See below) cu m C Rock Fill under caissons cu m ,426, D Precast Concrete bridge deck panels, 200 thick sq m ,145, curb walls cu m , E Reinforced Concrete in piers cu m , ,600, in pile caps cu m , ,400, F Caissons, 23 m square (eight total) precast concrete to float height each 8 3,250, ,000, castinplace concrete to top cu m 2, G Piers, 10 m diameter x 26 m long,steel on caissons (eight total) doublewalled stiffened plate, 10 mm thick assumed tonnes , ,640, H Pile Caps, 4 m square steel box girder by 25 m long stiffened plate, 20 mm thick assumed tonnes 660 7, ,121, I Hematite Ore Fill in caissons cu m ,388, J Rock Fill in piers cu m ,040, on caissons cu m , K Structural Steel Bridges (seven total) supply & install box girders tonnes , ,930, supply & install girders tonnes 763 7, ,920, supply & install deck beams, bracing tonnes , ,547, L Ship Unloader Rails supply rails, accessories m , install m , M Bull Rail m , N Fenders supply ea 29 50, ,450, install ea 29 15, , O Quick Release Bollards supply ea 8 20, , install ea 8 10, , P Capstans supply ea 4 50, , install ea 4 10, , Q Ladders at caissons ea 18 2, , R Rock Fill NA cu m 0 S Granular Fill NA cu m 0 T Dredging adjacent to dock soft material cu m ,000, adjacent to dock rock cu m ,750, U Scour Protection sq m ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 64,118, ,118, OPTION 2 TOTAL 2,000, ,426, ,745, ,000, ,000, ,640, ,121, ,388, ,420, ,399, , , ,885, , , , ,750, ,000, ,727, ,118, ,000, NOTES Page 2 +Ore Dock Estimate_North 2011_06_22_Bob.xlsx
13 Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 3 Continuous Steel Caisson Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, B Dredging (See below) cu m C Rock Fill under caisson cu m ,914, D Paving sq m , E Reinforced Concrete conveyor foundations cu m 460 2, , shiploader rail foundations cu m , ,400, ,000, ,914, , ,320, F Caissons, steel By Naval Architect ls 1 75,000, ,000, G Granular Fill at deck level cu m , H Ship Uploader supply rails, accessories in separate estimate m , install m , I Bull Rail J Fenders K Quick Release Bollards L Capstans m , supply ea 29 50, ,450, install ea 29 15, , supply ea 8 20, , install ea 8 10, , supply ea 4 50, , install ea 4 10, , M Ladders at caissons ea 18 2, , N Rock Fill in Caisson O Granular Fill NA cu m ,500, cu m 0 P Dredging adjacent to dock cu m ,000, rock cu m ,750, Q Scour Protection sq m ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 70,947, ,947, OPTION 3 TOTAL 100,000, , , , ,885, , , , ,500, ,750, ,000, ,493, ,947, ,000, NOTE Page 3 +Ore Dock Estimate_North 2011_06_22_Bob.xlsx
14 Ore Dock, South Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 1 Sandwell/AMEC, 5 Caisson Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Dredging Silt for caissons cu m ,700, ,700, C Excavation, rock for caissons cu m ,750, ,750, D Rock Fill under caissons cu m ,125, ,125, E Precast Concrete bridge deck panels, 200 thick sq m ,625, curb walls cu m 300 2, , ,225, F Caissons, 30 m diameter (five total) precast concrete to float height ea 5 13,600, ,000, castinplace concrete to top cu m mm ice impact El. 0.0 cu m , ,930, mm top caisson slab cu m 625 2, ,250, box girder foundations on caisson cu m , ,000, rail foundations on caissons cu m , ,250, ,430, G Rock Fill in caissons cu m ,195, ,195, H Granular Fill under slabs cu m , , I Structural Steel Bridges (four total) supply & install box girders tonnes , ,793, supply & install girders tonnes 756 7, ,866, supply & install deck beams, bracing tonnes 360 7, ,793, ,453, J Ship Unloader Rails supply rails, accessories m , install m , , K Bull Rail m , , L Fenders supply ea 24 50, ,200, install ea 24 15, , ,560, M Bollards supply ea 8 4, , install ea 8 1, , , N Capstans supply ea 4 50, , install ea 4 10, , , O Ladders at caissons ea 12 2, , , P Rock Fill cu m 0 Q Granular Fill cu m 0 R Dredging knoll cu m ,050, adjacent to dock cu m ,750, ,800, S Scour Protection sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 75,563, ,563, OPTION 1 TOTAL 251,879, ,563, ,000, NOTE Page 1 +Ore Dock Estimate_South 2011_06_23_Bob.xlsx
15 Project: Mary River Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Ore Dock, South Location, Baffinland Analysis Cost Estimate Option: 2 8 Steel Pier Arrangement Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Dredging silt for caissons cu m ,700, ,700, C Excavation, rock for caissons cu m ,000, ,000, D Rock Fill under caissons cu m ,125, ,125, E Precast Concrete bridge deck panels, 200 thick sq m ,145, curb walls cu m 300 2, , ,745, F Reinforced Concrete in piers cu m , ,600, in pile caps cu m , ,400, ,000, G Caissons, 23 m square (eight total) precast concrete to float height ea 8 3,250, ,000, castinplace concrete to top NA cu m 0 2, ,000, H Piers, 10 m diameter x 26 m long steel on caissons (eight total) doublewalled stiffened plate, 10 mm thick assumed tonnes , ,640, ,640, I Pile Caps, 4 m square steel box girder by 25 m long stiffened plate, 20 mm thick assumed tonnes 660 7, ,121, ,121, J Hematite Ore Fill in caissons cu m ,388, ,388, K Rock Fill in piers cu m ,040, on caissons cu m , ,420, L Structural Steel Bridges (seven total) supply & install box girders tonnes , ,930, supply & install girders tonnes 763 7, ,920, supply & install deck beams, bracing tonnes , ,547, ,399, M Ship Unloader Rails supply rails, accessories m , install m , , N Bull Rail m , , O Fenders supply ea 29 50, ,450, install ea 29 10, , ,740, P Quick Release Bollards supply ea 8 20, , install ea 8 10, , , Q Capstans supply ea 4 50, , install ea 4 10, , , R Ladders at caissons ea 18 1, , , S Rock Fill NA cu m 0 T Granular Fill NA cu m 0 U Dredging knoll cu m ,050, rock cu m ,750, T Scour Protection 8,800, sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 65,864, ,864, OPTION 2 TOTAL 219,548, ,864, ,000, NOTE Page 2 +Ore Dock Estimate_South 2011_06_23_Bob.xlsx
16 Ore Dock, South Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 3 Continuous Steel Caisson Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Dredging Silt for caisson cu m ,700, ,700, C Excavation, rock for caisson cu m ,000, ,000, D Rock Fill under caisson cu m ,125, ,125, E Paving deck level sq m , , F Reinforced Concrete conveyor foundations cu m 460 2, , shiploader rail foundations cu m , ,400, ,320, G Caissons, steel by naval architect ls 1 75,000, ,000, ,000, H Granular Fill at deck level cu m , , I Ship Unloader Rails supply rails, accessories, in separate estimate m , install m , , J Bull Rail m , , K Fenders supply ea 24 50, , install ea 24 15, , , L Quick Release Bollards supply ea 8 20, , install ea 8 10, , , M Capstans supply ea 4 50, , install ea 4 10, , , N Ladders at caissons ea 18 2, , , O Rock Fill Inside caissons cu m ,100, ,100, P Granular Fill cu m 0 Q Dredging Knoll to the north, for ships cu m ,050, cu m ,750, R Scour Protection 8,800, sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 66,816, ,816, OPTION 3 TOTAL 222,720, ,816, ,000, NOTE Page 3 +Ore Dock Estimate_South 2011_06_23_Bob.xlsx
17 Approach Trestle for Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 1 Sandwell/AMEC, 2 Caisson Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, demobilization ls 1 400, , , B Excavation, sediments for caissons cu m ,000, ,000, C Rock Fill under caissons cu m ,913, ,913, D Precast Concrete bridge deck panels, 200 thick sq m ,250, curb walls cu m 238 2, , ,726, E Reinforced Concrete abutment cu m 950 2, ,900, ,900, F Caissons, 30 m diameter (two total) precast concrete to float height ea 2 13,600, ,200, castinplace concrete to top cu m mm ice impact El. 0.0 cu m 586 2, ,172, mm top caisson slab cu m 250 2, , box girder foundations on caisson cu m , ,000, ,872, G Rock Fill in caissons cu m ,478, ,478, H Structural Steel Bridges (three total) supply & install deck and trusses tonnes , ,731, ,731, I Ship Unloader Rails NA supply rails, accessories, in separate estimate m 0 install m 0 J Bull Rails NA m K Fenders NA supply ea 0 install ea 0 L Bollards NA supply ea 0 install ea 0 K Capstans NA supply ea 0 install ea 0 L Ladders at caissons ea 4 2, , , M Rock Fill cu m 0 N Granular Fill cu m 0 O Dredging cu m 0 P Scour Protection sq m 0 SUB TOTAL Construction Contingency Construction contingency 30% % 30% 21,308, ,308, OPTION 1 TOTAL 71,028, ,308, ,000, NOTE Page 1 +Ore Dock Estimate_Trestle 2011_06_23_Bob.xlsx
18 Approach Trestle for Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 2 2 Steel Pier Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, demobilization ls 1 400, , B Excavation, sediments for caissons cu m ,000, C Rock Fill under caissons cu m ,913, D Precast Concrete bridge deck panels, 200 thick sq m ,250, curb walls cu m 238 2, , E Reinforced Concrete in piers cu m , ,150, in pile caps cu m 800 2, ,600, abutment cu m 950 2, ,900, F Caissons, 23 m square (two total) precast concrete to float height cu m 2 3,250, ,500, castinplace concrete to top cu m 0 G Piers, 10 m diameter steel on caissons (two total) doublewalled stiffened plate, 10 mm thick assumed tonnes 375 7, ,910, H Pile Caps, 4 m square steel box girder by 20 m long stiffened plate, 20 mm thick assumed tonnes 165 7, ,280, I Hematite Ore Fill in caissons cu m ,275, J Rock Fill in piers cu m , on caissons cu m , K Structural Steel Bridges (three total) supply & install deck and trusses tonnes , ,827, L Ship Unloader Rails supply rails, accessories, in separate estimate m 0 install m 0 M Bull Rail m 0 N Fenders supply ea 0 install ea 0 O Bollards supply ea 0 install ea 0 P Capstans supply ea 0 install ea 0 Q Ladders at caissons ea 4 2, , R Rock Fill cu m 0 S Granular Fill cu m 0 T Dredging adjacent to dock cu m 0 U Scour Protection sq m 0 Construction Contingency Construction contingency 30% % 30% 17,353, ,353, NOTE SUB TOTAL OPTION 2 TOTAL 400, ,000, ,913, ,726, ,650, ,500, ,910, ,280, ,275, , ,827, , ,844, ,353, ,000, Page 2 +Ore Dock Estimate_Trestle 2011_06_23_Bob.xlsx
19 Approach Trestle for Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 3 Rock Fill Causeway Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, demobilization ls 1 400, , B Rock Fill causeway 834,312 x 1.1 for settlement cu m ,500, C Precast Concrete bridge deck panels, 200 thick sq m , curb walls cu m 238 2, , D Reinforced Concrete abutment cu m 950 2, ,900, conveyor foundations cu m 272 2, , E Granular Fill on causeway cu m , F Structural Steel Bridges (one total) supply & install deck and trusses tonnes 415 7, ,220, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 22,447, ,447, OPTION 3 TOTAL 400, ,500, ,226, ,444, , ,220, ,824, ,447, ,000, NOTE Page 3 +Ore Dock Estimate_Trestle 2011_06_23_Bob.xlsx
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