Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14

Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14 Hardesty & Hanover, LLC Alternative 1 Bogie Support System Alternative Based on AW Sketch of New Bridge Component Qnty Cost Notes Track 1 $ 300,000.00 Bogies Frame & Wheels 6 $ 900,000.00 Added 2 bogies to distribute load every 60 degress Center Post 1 $ 100,000.00 Added centering post to ensure rotation point Rack (90 degrees) 1 $ 400,000.00 Friction drive bogie does not have enough friction Turning Machinery 1 $ 600,000.00 End Lift Machinery 2 $ 600,000.00 Rim Girder Structure 1 $ 80,000.00 To support swing span DL Electrical Work 3 $ 575,000.00 Motors, conduit, controls Total: $ 3,555,000.00 Alternative 2 Center Pivot Bearing Support Alternative Based on Simplicity Component Qnty Cost Notes Center Bearing (1) $ 250,000.00 Balance Wheels (8) $ 400,000.00 To meet AASHTO code Track (1) $ 200,000.00 Rack (1) $ 400,000.00 Turning Machinery $ 600,000.00 Span drive motor 20 HP End Lift Machinery $ 600,000.00 End lift motors 10 HP Center Bearing Support $ 50,000.00 Transfer DL to center pivot bearing Electric Motors / Conduit $ 575,000.00 Motors, conduit, controls Total: $ 3,075,000.00 Alternative 3 Bogie Lift and Turn Alternative Notes: 1. Eliminated due to cost of lifting 6 bogies 2. Advantage eliminate end lifts and costs 3. Disadvantage complex synchronizing system at 6 bogies and power to raise entire DL of swing span General Notes and Assumptions: 1. Electrical power and control supplied by 2" PVC coated RGS conduits and conductors installed from the control house on east approach to the pivot pier and from the pivot pier to the ends of the swing span. 2. Wireless ccommunication from the control house to the west approach for control of west gate. Power supplied to west gate from west approach. 3. Simple PLC control with safety interlocks between lifts and turning systems. Cost does not include control house to be provided by AW. 4. 5. 6. 7. Cost does not include utility bridge from approach to pivot pier to be provided by AW. Cost does not include bridge lighting or navigation lighting cost to be provided by AW. Cost does not include pedestrian gates cost to be provided by AW.

AMERICAN STREET IMPROVEMENT PROJECT PRELIMINARY CONSTRUCTION ESTIMATE ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST 1-0040 CONCRETE BASE COURSE, 8" (Full Dp Restoration for curb where the new Footway is to be built to remove lay by) SY 150 35.00 5,250.00 2-0001 CONCRETE CURB (Where the new Footway is to be built to remove lay by) LF 1300 25.00 32,500.00 2-0030 CONCRETE FOOTWAY PAVING ( New FTWY to remove lay by) SY 1780 45.00 80,100.00 3-0026 RESET MANHOLE EA 230 300.00 69,000.00 BUMPOUTS (Including Drainage) INT 14 110,000.00 1,540,000.00 4-0001 MOBILIZATION LS 1 100,000.00 100,000.00 4-0006 PROJECT VEHICLE MON 12 1,000.00 12,000.00 4-0030 MATERIAL TESTING EQUIPMENT, MATERIALS & SERVICE LS 1 5,000.00 5,000.00 4-1002 INSPECTOR'S FIELD OFFICE, TYPE A LS 1 50,000.00 50,000.00 4-1101 MAINTENANCE & PROTECTION OF TRAFFIC LS 1 50,000.00 50,000.00 6-0010 REMOVE TREE EA 5 700.00 3,500.00 6-0033 MILLING SY 78350 2.25 176,287.50 6-0040 REMOVE TRACK STRUCTURE (Footway & Roadway & restoration of both) SY 3350 150.00 502,500.00 7-0100 LATEX MODIFIED EMULSION PAVING SYSTEM (Track area ) SY 8950 3.00 26,850.00 7-0050 SAW CUTTING, CONCRETE FOOTWAY- (To remove track & Lay by) LF 3800 4.00 15,200.00 7-1050 SAW CUTTING,CONCRETE ROADWAY-(To remove track & Lay by) LF 4040 5.00 20,200.00 8-0033 SUPERPAVE WEARING COURSE, 64-22 pg, 1 1/12" Dp., SRL-H SY 78350 4.50 352,575.00 8-0310 SUPERPAVE BINDER COURSE, 64-22 PG, Variable Depth TON 300 50.00 15,000.00 8-1003 SUPERPAVE LEVELING COURSE (Track Area) TON 810 50.00 40,500.00 9-0001 TOPSOIL SY 150 4.00 600.00 9-0010 SEEDING & SOIL SUPPLEMENTS SY 150 1.00 150.00 9-0020 TREE (2.5" TO 3.0" DIAM.) EA 75 300.00 22,500.00 9-0050 PRUNING HR 10 50.00 500.00 10-0020 6" SUBABSE INCLUDING SUBGRADING(Full Dp Restoration where the new Footway is to be built to remove lay by SY 150 10.00 1,500.00 SUBTOTAL HIGHWAY ITEMS 3,121,712.50 15-0001 PECO SERVICES, STREET LIGHTING LS 1 50,000.00 50,000.00 15-0060 STREET LIGHT WIRING - # 2 AWG LF 225 1.50 337.50 15-0070 STREET LIGHTING CONDUIT, 2 INCH LF 75 40.00 3,000.00 15-0102 STREET LIGHT LUMINARE, 250-W HPS EA 82 300.00 24,600.00 15-0205 REMOVAL OF EXISTING STREET LIGHT ARM AND LUMINARE FROM EXISTING WOOD UTILITY POLE EA 2 200.00 400.00 15-0210 REMOVAL OF STREET LIGHT FOUNDATION EA 5 250.00 1,250.00 15-0251 STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE EA 5 750.00 3,750.00 15-0261 REMOVAL OF EXISTING LIGHT POLE AND LUMINARE EA 80 400.00 32,000.00 15-0300 STREET LIGHT POLE AND 6 FT BRACKET, 30 FEET EA 80 1,250.00 100,000.00 15-0331 FURNISH AND INSTALL 6' BRACKET ON WOOD UTILITY POLE EA 2 400.00 800.00 SUBTOTAL STREET LIGHTING ITEMS 216,137.50 20-0701 TRAFFIC SIGNS, POST MOUNTED EA 30 70.00 2,100.00

20-0702 TRAFFIC SIGNS, OVERHEAD MOUNTED EA 5 150.00 750.00 20-0707 BREAKAWAY STEEL SQUARE POST EA 5 130.00 650.00 20-0708 REMOVALTRAFFIC SIGN POLES EA 25 80.00 2,000.00 20-0861 THERMOPLASTIC PAVEMENT MARKINGS, 4" WHITE (Parking lanes & Angle Parking & Bus & Parking Box) LF 40,000 0.50 20,000.00 20-0863 THERMOPLASTIC PAVEMENT MARKINGS, 24" WHITE (all continentals) LF 10000 3.00 30,000.00 20-0864 THERMOPLASTIC PAVEMENT MARKINGS, 4" YELLOW LF 34480 0.50 17,240.00 SUBTOTAL TRAFFIC ITEMS 72,740.00 SUB TOTAL-CONSTRUCTION ITEMS: 3,410,590.00 INSPECTION-12% 409,270.80 CONTINGENCY-10% 341,059.00 GRAND TOTAL 4,160,919.80

AMERICAN STREET IMPROVEMENT PROJECT PRELIMINARY CONSTRUCTION ESTIMATE ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST LAYBY 1-0040 CONCRETE BASE COURSE, 8" SY 1000 100.00 100,000.00 2-0001 CONCRETE CURB LF 3000 70.00 210,000.00 2-0030 CONCRETE FOOTWAY PAVING SY 3000 90.00 270,000.00 10-0020 6" SUB BASE INCLUDING SUBGRADING SY 150 32.00 4,800.00 15-0060 STREET LIGHT WIRING - # 2 AWG (Move Street lights close to the curb) LF 225 2.50 562.50 15-0070 STREET LIGHTING CONDUIT, 2 INCH (Move Street lights close to the curb) LF 75 40.00 3,000.00 15-0210 REMOVAL OF STREET LIGHT FOUNDATION (Remove Street lights close to the curb) EA 5 500.00 2,500.00 15-0251 STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE (Move Street lights close to the curb) EA 5 1,500.00 7,500.00 20-0708 REMOVALTRAFFIC SIGN POLES (remove existing layby sign poles) EA 25 80.00 2,000.00 600,362.50 BUMPOUTS / ADA BUMPOUTS (Including Drainage) INT 14 140,000.00 1,960,000.00 SIDING REMOVAL 6-0040 REMOVE TRACK STRUCTURE (Footway & Roadway & restoration of both) SY 16000 150.00 2,400,000.00 7-0050 SAW CUTTING, CONCRETE FOOTWAY- (To remove track & Lay by) LF 3800 8.00 30,400.00 7-1050 SAW CUTTING,CONCRETE ROADWAY-(To remove track & Lay by) LF 4040 12.00 48,480.00 2,478,880.00 RESURFACING 3-0026 RESET MANHOLE EA 230 400.00 92,000.00 6-0033 MILLING SY 78350 2.50 195,875.00 7-0100 LATEX MODIFIED EMULSION PAVING SYSTEM (Track area ) SY 8950 3.00 26,850.00 8-0033 SUPERPAVE WEARING COURSE, 64-22 pg, 1 1/12" Dp., SRL-H SY 78350 8.00 626,800.00 8-0310 SUPERPAVE BINDER COURSE, 64-22 PG, Variable Depth TON 300 200.00 60,000.00 8-1003 SUPERPAVE LEVELING COURSE (Track Area) TON 810 50.00 40,500.00 20-0861 THERMOPLASTIC PAVEMENT MARKINGS, 4" WHITE (Parking lanes & Angle Parking & Bus & Parking Box) LF 40,000 0.80 32,000.00 20-0863 THERMOPLASTIC PAVEMENT MARKINGS, 24" WHITE (all continentals) LF 10000 4.00 40,000.00 20-0864 THERMOPLASTIC PAVEMENT MARKINGS, 4" YELLOW LF 34480 0.80 27,584.00 1,141,609.00 STREET LIGHTING 15-0001 PECO SERVICES, STREET LIGHTING LS 1 50,000.00 50,000.00 15-0102 STREET LIGHT LUMINARE, 250-W HPS EA 82 525.00 43,050.00 15-0205 REMOVAL OF EXISTING STREET LIGHT ARM AND LUMINARE FROM EXISTING WOOD UTILITY POLE EA 2 120.00 240.00 15-0261 REMOVAL OF EXISTING LIGHT POLE AND LUMINARE EA 80 400.00 32,000.00 15-0300 STREET LIGHT POLE AND 6 FT BRACKET, 30 FEET EA 80 1,250.00 100,000.00 15-0331 FURNISH AND INSTALL 6' BRACKET ON WOOD UTILITY POLE EA 2 400.00 800.00 226,090.00

LANDSCAPING 6-0010 REMOVE TREE EA 5 1,600.00 8,000.00 9-0001 TOPSOIL SY 150 30.00 4,500.00 9-0010 SEEDING & SOIL SUPPLEMENTS SY 150 5.00 750.00 9-0020 TREE (2.5" TO 3.0" DIAM.) EA 75 500.00 37,500.00 9-0050 PRUNING CH 10 50.00 500.00 51,250.00 TRAFFIC 2 SIGNALIZED INTERSECTIONS EA 2 150,000.00 300,000.00 20-0701 TRAFFIC SIGNS, POST MOUNTED EA 30 85.00 2,550.00 20-0702 TRAFFIC SIGNS, OVERHEAD MOUNTED EA 5 300.00 1,500.00 20-0707 BREAKAWAY STEEL SQUARE POST EA 5 180.00 900.00 304,950.00 MISCELLANEOUS 4-0001 MOBILIZATION LS 1 500,000.00 500,000.00 4-0006 PROJECT VEHICLE DAY 380 50.00 19,000.00 4-0030 MATERIAL TESTING EQUIPMENT, MATERIALS & SERVICE LS 1 7,500.00 7,500.00 4-1002 INSPECTOR'S FIELD OFFICE, TYPE A LS 1 32,000.00 32,000.00 4-1101 MAINTENANCE & PROTECTION OF TRAFFIC LS 1 500,000.00 500,000.00 1,058,500.00 SUB TOTAL-CONSTRUCTION ITEMS: 7,821,641.50 INSPECTION-15% 1,173,246.23 GRAND TOTAL 8,994,887.73

AMERICAN STREET IMPROVEMENT PROJECT PRELIMINARY CONSTRUCTION ESTIMATE ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST BUMPOUT 2-0001 CONCRETE CURB LF 930 25.00 23,250.00 2-0091 CONCRETE CURB FOR CURB CUT RAMP LF 300 25.00 7,500.00 2-0092 SAWCUTTING FOR CURB CUT RAMP LF 480 3.00 1,440.00 2-1030 6" CONCRETE FOOTWAY PAVING SY 1025 45.00 46,125.00 3-0010 15" VIRTIFIED CLAY PIPE LF 100 250.00 25,000.00 3-0027 REBUILD MANHOLE VF 15 550.00 8,250.00 3-0040 4' CITY INLET EA 2 4,400.00 8,800.00 3-0080 SEWER VENT BOX EA 2 65.00 130.00 3-1028 REBUILD 7" WATER VALVE BOX EA 3 200.00 600.00 3-1042 4' OPEN MOUTH GRATE INLET, BICYCLE SAFE EA 4 4,800.00 19,200.00 3-1045 4' GRATE INLET, BICYCLE SAFE EA 1 5,000.00 5,000.00 6-1040 REMOVE BITUMINOUS PAVING SY 275 5.00 1,375.00 7-1050 SAWCUTTING ROADWAY, FULL DEPTH LF 1230 5.00 6,150.00 7-1051 CURB SAWING LF 25 40.00 1,000.00 7-1060 REMOVE AND SEAL INLET EA 7 850.00 5,950.00 10-0020 6" SUB BASE INCLUDING SUBGRADING SY 275 10.00 2,750.00 12-0031 RELOCATE FIRE HYDRANT EA 1 3,500.00 3,500.00 166,020.00 RESURFACING 3-0026 RESET MANHOLE EA 230 300.00 69,000.00 6-0033 MILLING SY 78350 2.25 176,287.50 7-0100 LATEX MODIFIED EMULSION PAVING SYSTEM (Track area ) SY 8950 3.00 26,850.00 8-0033 SUPERPAVE WEARING COURSE, 64-22 pg, 1 1/12" Dp., SRL-H SY 78350 4.50 352,575.00 8-0310 SUPERPAVE BINDER COURSE, 64-22 PG, Variable Depth TON 300 50.00 15,000.00 8-1003 SUPERPAVE LEVELING COURSE (Track Area) TON 810 50.00 40,500.00 20-0861 THERMOPLASTIC PAVEMENT MARKINGS, 4" WHITE ( Angle Parking all along & Bus & Parking Box) LF 60,180 0.50 30,090.00 20-0863 THERMOPLASTIC PAVEMENT MARKINGS, 24" WHITE (all continentals) LF 10000 3.00 30,000.00 20-0864 THERMOPLASTIC PAVEMENT MARKINGS, 4" YELLOW LF 34480 0.50 17,240.00 20-0865 THERMOPLASTIC PAVEMENT MARKINGS, 24" YELLOW LF 750 3.50 2,625.00 20-0872 THERMOPLASTIC PAVEMENT MARKINGS, LEFT ARROW EA 58 100.00 5,800.00 20-0874 THERMOPLASTIC PAVEMENT MARKINGS, BUS LEGEND EA 28 125.00 3,500.00 769,467.50 STREET LIGHTING 15-0001 PECO SERVICES, STREET LIGHTING LS 1 50,000.00 50,000.00 15-0102 STREET LIGHT LUMINARE, 250-W HPS EA 82 300.00 24,600.00 15-0205 REMOVAL OF EXISTING STREET LIGHT ARM AND LUMINARE FROM EXISTING WOOD UTILITY POLE EA 2 200.00 400.00 15-0210 REMOVAL OF STREET LIGHT FOUNDATION (Remove Street lights) EA 4 250.00 1,000.00 15-0251 STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE (Move Street lights close to the curb) EA 4 750.00 3,000.00 15-0261 REMOVAL OF EXISTING LIGHT POLE AND LUMINARE EA 80 400.00 32,000.00 15-0300 STREET LIGHT POLE AND 6 FT BRACKET, 30 FEET EA 80 1,250.00 100,000.00

15-0331 FURNISH AND INSTALL 6' BRACKET ON WOOD UTILITY POLE EA 2 400.00 800.00 15-0060 STREET LIGHT WIRING - # 2 AWG (Move Street lights close to the curb) LF 75 1.50 112.50 15-0070 STREET LIGHTING CONDUIT, 2 INCH (Move Street lights close to the curb) LF 75 40.00 3,000.00 214,912.50 MISCELLANEOUS 4-0001 MOBILIZATION LS 1 50,000.00 50,000.00 4-0006 PROJECT VEHICLE MON 5 1,000.00 5,000.00 4-0030 MATERIAL TESTING EQUIPMENT, MATERIALS & SERVICE LS 1 5,000.00 5,000.00 4-1002 INSPECTOR'S FIELD OFFICE, TYPE A LS 1 25,000.00 25,000.00 4-1101 MAINTENANCE & PROTECTION OF TRAFFIC LS 1 25,000.00 25,000.00 110,000.00 SUB TOTAL-CONSTRUCTION ITEMS: 1,260,400.00 INSPECTION-12% 151,248.00 CONTINGENCY-10% 126,040.00 GRAND TOTAL 1,537,688.00

Copy of American St. GSI Cost Analysis_final.xlsx American Street GSI Planning Cost Estimate By: Paul Hildebrand Checked: K. Drake Date: 6/10/2015 Cambria to Somerset Somerset to Lehigh Lehigh to Huntingdon Huntingdon to Cumberland Cumberland to York York to Dauphin ITEM # ITEM DESCRIPTION UNIT COST SURFACE FEATURE UNIT COSTS G1100 Excavation and disposal of material, without $48.00 CY classification 2,403 2,403 2,403 2,403 2,403 2,403 2,552 2,403 2,403 2,403 5,018 2,302 1,923 1,942 $1,697,506.95 G9301 Seeding and Sodding (Bulk) $11.00 SY 1,505 1,505 1,505 1,505 1,505 1,505 1,614 1,505 1,505 1,505 3,430 1,430 1,151 1,165 $245,633.52 G9306 Trees, planted as specified $500.00 EACH 14 14 14 14 14 14 15 14 14 14 28 14 10 10 $101,500.00 G9309 Bioretention Soil $52.00 CY 1,003 1,003 1,003 1,003 1,003 1,003 1,076 1,003 1,003 1,003 2,287 953 767 776 $774,117.76 PIPING, INLETS, STRUCTURES, ETC COST G1120 Excavation, without classification (for pipe) $50.00 CY 21 37 37 47 37 42 37 42 31 26 52 21 26 31 $24,283.33 G3009 8" perforated HDPE pipe including bedding and fittings $50.00 LF 50 50 50 50 50 50 50 50 50 50 100 50 50 165 $43,225.00 W2012 12 inch DI pipe $102.00 LF 124 217 217 279 217 248 217 248 186 155 310 124 155 186 $294,066.00 G3000 HDPE anti seep collars $600.00 EACH 6 9 9 11 9 10 9 10 8 7 12 6 7 8 $72,600.00 S8250 PVC cleanouts $700.00 EACH 2 2 2 2 2 2 2 2 2 2 4 2 2 2 $21,135.33 S7215 15" inlet connections $150.00 LF 24 18 22 22 26 14 26 32 32 32 32 24 32 37 $55,950.00 G8156 4' Highway inlet with orifice $5,800.00 EACH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 $162,400.00 G8106 4' Highway inlet with permanent inlet protection $6,000.00 EACH 4 7 7 9 7 8 7 8 6 5 10 4 5 6 $558,000.00 XXXXX Flared End Section (8" 12") $700.00 EACH 4 7 7 9 7 8 7 8 6 5 10 4 5 6 $65,100.00 G2550 Concrete splash pad, with stone surface as specified $95.00 SY (ONLY for off street work) 4 7 7 9 7 8 7 8 6 5 10 4 5 6 $8,835.00 G9400 Plain Cement Concrete Base Course, 8in Depth $70.00 SY (Including Subgrading) 21 37 37 47 37 42 37 42 31 26 52 21 26 31 $33,996.67 G9411 Superpave Binder course, 64 22 PG, Type A $120.00 TON 5 9 9 12 9 10 9 10 8 7 13 5 7 8 $14,570.00 G9418 Superpave Wearing Course, 64 22 PG,1 1/2" depth, $25.00 SY Type A 21 37 37 47 37 42 37 42 31 26 52 21 26 31 $12,141.67 G9000 Concrete Curb $40.00 LF 978 978 978 978 978 978 1,040 978 978 978 2,066 936 778 786 $576,320.00 CSX TRACK REMOVAL XXXX Track Removal (Provided by SEPTA) $105.00 TF 1,094 559 617 553 883 553 586 594 1,303 855 2,373 530 402 660 $1,214,010.00 Total GSI Construction Cost $4,761,381.23 Total Track Removal Cost $1,214,010.00 Contingency (20%) $1,195,078.25 TOTAL PROJECT COST $7,170,469.48 Cost per DA ($/ac) $339,029.29 Dauphin to Susquehanna Susquehanna to Diamond Diamond to Norris Norris to Berks Berks to Cecil B. Moore Cecil B. Moore to Oxford Oxford to Jefferson Jefferson to Master Total Cost Total Costs Final

Westmoreland Pedestrian Bridge cost estimate ITEM QUANT Unit Unit Price Total Mobilization 1 LS 300000 $300,000.00 Clearing & Grubbing 1 LS 100000 $100,000.00 Demolition 1 LS 150000 $150,000.00 Excavation 3000 CY 75 $225,000.00 Structure backfill - #1 stone 3000 CY 50 $150,000.00 Structure backfill - #57 stone 2000 CY 50 $100,000.00 Cement Concrete Base Course 1800 SY 75 $135,000.00 Bit binder course 1800 SY 30 $54,000.00 Bit Wearing course 1800 SY 30 $54,000.00 Tack Coat 1800 SY 5 $9,000.00 Plain Cement Concrete Curb 1200 LF 75 $90,000.00 Concrete sidewalk 1600 SY 90 $144,000.00 ADA Ramps 8 Quad 30000 $240,000.00 Linestriping 1 LS 10000 $10,000.00 Street lighting 7 EA 20000 $140,000.00 Storm Sewer 600 LF 300 $180,000.00 Foreign Borrow 1000 CY 20 $20,000.00 Landscaping 1 LS 100000 $100,000.00 Ornamental Fence 300 LF 100 $30,000.00 Green Stormwater facility 1 LS 250000 $250,000.00 Driveway grade modifications 1 LS 99000 $99,000.00 Inlet relocation 1 LS 20000 $20,000.00 Design - 20% 1 500000 $500,000.00 Const Insp - 17% 1 400000 $400,000.00 $3,500,000.00