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

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4 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, Bogies Frame & Wheels 6 $ 900, Added 2 bogies to distribute load every 60 degress Center Post 1 $ 100, Added centering post to ensure rotation point Rack (90 degrees) 1 $ 400, Friction drive bogie does not have enough friction Turning Machinery 1 $ 600, End Lift Machinery 2 $ 600, Rim Girder Structure 1 $ 80, To support swing span DL Electrical Work 3 $ 575, Motors, conduit, controls Total: $ 3,555, Alternative 2 Center Pivot Bearing Support Alternative Based on Simplicity Component Qnty Cost Notes Center Bearing (1) $ 250, Balance Wheels (8) $ 400, To meet AASHTO code Track (1) $ 200, Rack (1) $ 400, Turning Machinery $ 600, Span drive motor 20 HP End Lift Machinery $ 600, End lift motors 10 HP Center Bearing Support $ 50, Transfer DL to center pivot bearing Electric Motors / Conduit $ 575, Motors, conduit, controls Total: $ 3,075, 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 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.

5 AMERICAN STREET IMPROVEMENT PROJECT PRELIMINARY CONSTRUCTION ESTIMATE ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST CONCRETE BASE COURSE, 8" (Full Dp Restoration for curb where the new Footway is to be built to remove lay by) SY , CONCRETE CURB (Where the new Footway is to be built to remove lay by) LF , CONCRETE FOOTWAY PAVING ( New FTWY to remove lay by) SY , RESET MANHOLE EA , BUMPOUTS (Including Drainage) INT , ,540, MOBILIZATION LS 1 100, , PROJECT VEHICLE MON 12 1, , MATERIAL TESTING EQUIPMENT, MATERIALS & SERVICE LS 1 5, , INSPECTOR'S FIELD OFFICE, TYPE A LS 1 50, , MAINTENANCE & PROTECTION OF TRAFFIC LS 1 50, , REMOVE TREE EA , MILLING SY , REMOVE TRACK STRUCTURE (Footway & Roadway & restoration of both) SY , LATEX MODIFIED EMULSION PAVING SYSTEM (Track area ) SY , SAW CUTTING, CONCRETE FOOTWAY- (To remove track & Lay by) LF , SAW CUTTING,CONCRETE ROADWAY-(To remove track & Lay by) LF , SUPERPAVE WEARING COURSE, pg, 1 1/12" Dp., SRL-H SY , SUPERPAVE BINDER COURSE, PG, Variable Depth TON , SUPERPAVE LEVELING COURSE (Track Area) TON , TOPSOIL SY SEEDING & SOIL SUPPLEMENTS SY TREE (2.5" TO 3.0" DIAM.) EA , PRUNING HR " SUBABSE INCLUDING SUBGRADING(Full Dp Restoration where the new Footway is to be built to remove lay by SY , SUBTOTAL HIGHWAY ITEMS 3,121, PECO SERVICES, STREET LIGHTING LS 1 50, , STREET LIGHT WIRING - # 2 AWG LF STREET LIGHTING CONDUIT, 2 INCH LF , STREET LIGHT LUMINARE, 250-W HPS EA , REMOVAL OF EXISTING STREET LIGHT ARM AND LUMINARE FROM EXISTING WOOD UTILITY POLE EA REMOVAL OF STREET LIGHT FOUNDATION EA , STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE EA , REMOVAL OF EXISTING LIGHT POLE AND LUMINARE EA , STREET LIGHT POLE AND 6 FT BRACKET, 30 FEET EA 80 1, , FURNISH AND INSTALL 6' BRACKET ON WOOD UTILITY POLE EA SUBTOTAL STREET LIGHTING ITEMS 216, TRAFFIC SIGNS, POST MOUNTED EA ,100.00

6 TRAFFIC SIGNS, OVERHEAD MOUNTED EA BREAKAWAY STEEL SQUARE POST EA REMOVALTRAFFIC SIGN POLES EA , THERMOPLASTIC PAVEMENT MARKINGS, 4" WHITE (Parking lanes & Angle Parking & Bus & Parking Box) LF 40, , THERMOPLASTIC PAVEMENT MARKINGS, 24" WHITE (all continentals) LF , THERMOPLASTIC PAVEMENT MARKINGS, 4" YELLOW LF , SUBTOTAL TRAFFIC ITEMS 72, SUB TOTAL-CONSTRUCTION ITEMS: 3,410, INSPECTION-12% 409, CONTINGENCY-10% 341, GRAND TOTAL 4,160,919.80

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9 AMERICAN STREET IMPROVEMENT PROJECT PRELIMINARY CONSTRUCTION ESTIMATE ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST LAYBY CONCRETE BASE COURSE, 8" SY , CONCRETE CURB LF , CONCRETE FOOTWAY PAVING SY , " SUB BASE INCLUDING SUBGRADING SY , STREET LIGHT WIRING - # 2 AWG (Move Street lights close to the curb) LF STREET LIGHTING CONDUIT, 2 INCH (Move Street lights close to the curb) LF , REMOVAL OF STREET LIGHT FOUNDATION (Remove Street lights close to the curb) EA , STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE (Move Street lights close to the curb) EA 5 1, , REMOVALTRAFFIC SIGN POLES (remove existing layby sign poles) EA , , BUMPOUTS / ADA BUMPOUTS (Including Drainage) INT , ,960, SIDING REMOVAL REMOVE TRACK STRUCTURE (Footway & Roadway & restoration of both) SY ,400, SAW CUTTING, CONCRETE FOOTWAY- (To remove track & Lay by) LF , SAW CUTTING,CONCRETE ROADWAY-(To remove track & Lay by) LF , ,478, RESURFACING RESET MANHOLE EA , MILLING SY , LATEX MODIFIED EMULSION PAVING SYSTEM (Track area ) SY , SUPERPAVE WEARING COURSE, pg, 1 1/12" Dp., SRL-H SY , SUPERPAVE BINDER COURSE, PG, Variable Depth TON , SUPERPAVE LEVELING COURSE (Track Area) TON , THERMOPLASTIC PAVEMENT MARKINGS, 4" WHITE (Parking lanes & Angle Parking & Bus & Parking Box) LF 40, , THERMOPLASTIC PAVEMENT MARKINGS, 24" WHITE (all continentals) LF , THERMOPLASTIC PAVEMENT MARKINGS, 4" YELLOW LF , ,141, STREET LIGHTING PECO SERVICES, STREET LIGHTING LS 1 50, , STREET LIGHT LUMINARE, 250-W HPS EA , REMOVAL OF EXISTING STREET LIGHT ARM AND LUMINARE FROM EXISTING WOOD UTILITY POLE EA REMOVAL OF EXISTING LIGHT POLE AND LUMINARE EA , STREET LIGHT POLE AND 6 FT BRACKET, 30 FEET EA 80 1, , FURNISH AND INSTALL 6' BRACKET ON WOOD UTILITY POLE EA ,090.00

10 LANDSCAPING REMOVE TREE EA 5 1, , TOPSOIL SY , SEEDING & SOIL SUPPLEMENTS SY TREE (2.5" TO 3.0" DIAM.) EA , PRUNING CH , TRAFFIC 2 SIGNALIZED INTERSECTIONS EA 2 150, , TRAFFIC SIGNS, POST MOUNTED EA , TRAFFIC SIGNS, OVERHEAD MOUNTED EA , BREAKAWAY STEEL SQUARE POST EA , MISCELLANEOUS MOBILIZATION LS 1 500, , PROJECT VEHICLE DAY , MATERIAL TESTING EQUIPMENT, MATERIALS & SERVICE LS 1 7, , INSPECTOR'S FIELD OFFICE, TYPE A LS 1 32, , MAINTENANCE & PROTECTION OF TRAFFIC LS 1 500, , ,058, SUB TOTAL-CONSTRUCTION ITEMS: 7,821, INSPECTION-15% 1,173, GRAND TOTAL 8,994,887.73

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13 AMERICAN STREET IMPROVEMENT PROJECT PRELIMINARY CONSTRUCTION ESTIMATE ITEM NO. DESCRIPTION UNITS QUANTITY UNIT COST TOTAL COST BUMPOUT CONCRETE CURB LF , CONCRETE CURB FOR CURB CUT RAMP LF , SAWCUTTING FOR CURB CUT RAMP LF , " CONCRETE FOOTWAY PAVING SY , " VIRTIFIED CLAY PIPE LF , REBUILD MANHOLE VF , ' CITY INLET EA 2 4, , SEWER VENT BOX EA REBUILD 7" WATER VALVE BOX EA ' OPEN MOUTH GRATE INLET, BICYCLE SAFE EA 4 4, , ' GRATE INLET, BICYCLE SAFE EA 1 5, , REMOVE BITUMINOUS PAVING SY , SAWCUTTING ROADWAY, FULL DEPTH LF , CURB SAWING LF , REMOVE AND SEAL INLET EA , " SUB BASE INCLUDING SUBGRADING SY , RELOCATE FIRE HYDRANT EA 1 3, , , RESURFACING RESET MANHOLE EA , MILLING SY , LATEX MODIFIED EMULSION PAVING SYSTEM (Track area ) SY , SUPERPAVE WEARING COURSE, pg, 1 1/12" Dp., SRL-H SY , SUPERPAVE BINDER COURSE, PG, Variable Depth TON , SUPERPAVE LEVELING COURSE (Track Area) TON , THERMOPLASTIC PAVEMENT MARKINGS, 4" WHITE ( Angle Parking all along & Bus & Parking Box) LF 60, , THERMOPLASTIC PAVEMENT MARKINGS, 24" WHITE (all continentals) LF , THERMOPLASTIC PAVEMENT MARKINGS, 4" YELLOW LF , THERMOPLASTIC PAVEMENT MARKINGS, 24" YELLOW LF , THERMOPLASTIC PAVEMENT MARKINGS, LEFT ARROW EA , THERMOPLASTIC PAVEMENT MARKINGS, BUS LEGEND EA , , STREET LIGHTING PECO SERVICES, STREET LIGHTING LS 1 50, , STREET LIGHT LUMINARE, 250-W HPS EA , REMOVAL OF EXISTING STREET LIGHT ARM AND LUMINARE FROM EXISTING WOOD UTILITY POLE EA REMOVAL OF STREET LIGHT FOUNDATION (Remove Street lights) EA , STREET LIGHT POLE FOUNDATION, 15 INCH BOLT CIRCLE (Move Street lights close to the curb) EA , REMOVAL OF EXISTING LIGHT POLE AND LUMINARE EA , STREET LIGHT POLE AND 6 FT BRACKET, 30 FEET EA 80 1, ,000.00

14 FURNISH AND INSTALL 6' BRACKET ON WOOD UTILITY POLE EA STREET LIGHT WIRING - # 2 AWG (Move Street lights close to the curb) LF STREET LIGHTING CONDUIT, 2 INCH (Move Street lights close to the curb) LF , , MISCELLANEOUS MOBILIZATION LS 1 50, , PROJECT VEHICLE MON 5 1, , MATERIAL TESTING EQUIPMENT, MATERIALS & SERVICE LS 1 5, , INSPECTOR'S FIELD OFFICE, TYPE A LS 1 25, , MAINTENANCE & PROTECTION OF TRAFFIC LS 1 25, , , SUB TOTAL-CONSTRUCTION ITEMS: 1,260, INSPECTION-12% 151, CONTINGENCY-10% 126, GRAND TOTAL 1,537,688.00

15 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, 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, G9306 Trees, planted as specified $ EACH $101, 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, $774, PIPING, INLETS, STRUCTURES, ETC COST G1120 Excavation, without classification (for pipe) $50.00 CY $24, G3009 8" perforated HDPE pipe including bedding and fittings $50.00 LF $43, W inch DI pipe $ LF $294, G3000 HDPE anti seep collars $ EACH $72, S8250 PVC cleanouts $ EACH $21, S " inlet connections $ LF $55, G8156 4' Highway inlet with orifice $5, EACH $162, G8106 4' Highway inlet with permanent inlet protection $6, EACH $558, XXXXX Flared End Section (8" 12") $ EACH $65, G2550 Concrete splash pad, with stone surface as specified $95.00 SY (ONLY for off street work) $8, G9400 Plain Cement Concrete Base Course, 8in Depth $70.00 SY (Including Subgrading) $33, G9411 Superpave Binder course, PG, Type A $ TON $14, G9418 Superpave Wearing Course, PG,1 1/2" depth, $25.00 SY Type A $12, G9000 Concrete Curb $40.00 LF , , $576, CSX TRACK REMOVAL XXXX Track Removal (Provided by SEPTA) $ TF 1, , , $1,214, Total GSI Construction Cost $4,761, Total Track Removal Cost $1,214, Contingency (20%) $1,195, TOTAL PROJECT COST $7,170, Cost per DA ($/ac) $339, 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

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