NTRAC Final Study - Nebraska Department of Roads - State of ...

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Table B-3a Lincoln Maintenance Facility Estimate Building 250 ft wide 500 ft long Area (ft 2 ) 125000 $45 per ft 2 Fenced Area 268 ft wide 550 ft long Area (ft 2 ) 147400 $20 per linear ft Trackwork 4,400 ft total length $140 per ft Rail bed sub-ballast Avg. depth (ft) 0.5 Avg. width (ft) 19.5 Area (yd 2 ) 9534 $10 per yd 2 Rail bed Excavation 30 ft wide per spur Switches 6 each $215,000 per each Asphalt 6 in thick Density 153 lb/ft 3 $45 per ton Earthwork 52000 yd 3 $10 per yd 3 Land Acquisition 715275 ft 2 $8 per ft 2 Cost estimate Lincoln Assumptions: Building (complete) $175,000 Building is pre-fabricated structure with a typical footing design Excavation $520,000 Building has a basic finished interior Asphalt $279,000 Building is wide enough to accommodate three tracks Curb and Gutter $10,000 Utility Services supplied by local utility companies Fencing $33,000 Bus Shelters will be 2 MAT standard size shelters Subballast $96,000 Sidewalk will be constructed at the bus shelter locations Trackwork $616,000 Asphalt is standard City of Omaha or Nebraska Department of Roads Mix Switches $1,290,000 Area inside fence and outside of building is asphalt Shop Machinery $250,000 Maintenance access to rail is asphalt Generator $7,500 Access road is 300 feet long and 24 feet wide without curb Electrical (20%) $655,300 Automobile pavement will include curb and gutter HEP Power Hook-up $100,000 Fencing is chain link Fueling Facility $50,000 Trackwork price includes rail, ties, ballast and other track materials Washing Facility $100,000 Switches are power operated Property Maintenance Equipment $40,000 Assume site soils are suitable for building and track construction Land Acquisition $5,723,000 Property Maintenance Equipment will be leased or subcontracted Contingency (30%) $2,984,000 Land Acquisition based average unit price for ROW acquisition Engineering (10%) $721,000 Construction (10%) $721,000 $14,370,800
Table B-3b Omaha Layover Facility Estimate Building 24 ft wide 24 ft long Area (ft 2 ) 576 $75 per ft 2 Fenced Area 42 ft wide 74 ft long Area (ft 2 ) 3108 $20 per linear ft Trackwork 700 ft total length $140 per ft Rail bed sub-ballast Avg. depth (ft) 0.5 Avg. width (ft) 19.5 Area (yd 2 ) 1517 $10 per yd 2 Rail bed Excavation 30 ft wide per spur Switches 2 each $215,000 per each Asphalt 6 in thick Density 153 lb/ft 3 $45 per ton Earthwork 3000 yd 3 $10 per yd 3 Land Acquisition 1999 ft 2 $8 per ft 2 Cost estimate Omaha Assumptions: Building (complete) $175,000 Building is pre-fabricated structure with a typical footing design Excavation $30,000 Building has a basic finished interior Asphalt $53,000 Utility Services supplied by local utility companies Curb and Gutter $13,000 Asphalt is standard City of Omaha or Nebraska Department of Roads Mix Fencing $5,000 Approximately 92,000 ft 2 of asphalt pavement constructed Exterior Lighting $50,000 Maintenance access to rail is asphalt Subballast $16,000 Access road is 300 feet long and 24 feet wide without curb Trackwork $98,000 Automobile pavement will include curb and gutter Switches $430,000 Fencing is chain link HEP Power Hook-up $100,000 Trackwork price includes rail, ties, ballast and other track materials Generator $7,500 Switches are power operated Property Maintenance Equipment $40,000 Site soils are suitable for building and track construction Land Acquisition $16,000 Land Acquisition based average unit price for ROW acquisition Contingency (30%) $311,000 Property Maintenance Equipment will be leased or subcontracted Engineering (10%) $133,000 Construction (10%) $133,000 $1,610,500
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Nebraska Transit Corridors Study Co
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EXECUTIVE SUMMARY between 141,000 a
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TABLE OF CONTENTS Executive Summary
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TABLE OF CONTENTS Chapter 8 Financi
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Chapter 1 STUDY PURPOSE AND METHODO
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CHAPTER 1 - INTRODUCTION Table 1-1
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CHAPTER 1 - INTRODUCTION services,
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North Platte Lexington Kearney Gran
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NEBRASKA CORRIDORS STUDY Figure 2-2
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EXISTING CONDITIONS TRAVEL PATTERNS
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EXISTING CONDITIONS Table 2-3: Summ
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EXISTING CONDITIONS changing lanes,
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EXISTING CONDITIONS expressway. Als
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EXISTING CONDITIONS CORRIDOR RAIL L
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EXISTING CONDITIONS airports, which
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Chapter 3 RIDERSHIP POTENTIAL INTRO
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CHAPTER 3 - RIDERSHIP POTENTIAL the
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CHAPTER 3 - RIDERSHIP POTENTIAL Gre
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CHAPTER 3 - RIDERSHIP POTENTIAL Tab
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CHAPTER 3 - RIDERSHIP POTENTIAL 2.
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CHAPTER 3 - RIDERSHIP POTENTIAL SUM
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Chapter 4 TECHNOLOGY OPTIONS INTROD
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CHAPTER 4 - TECHNOLOGY OPITONS Sit
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CHAPTER 4 - TECHNOLOGY OPITONS Sit
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CHAPTER 4 - TECHNOLOGY OPITONS subu
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CHAPTER 4 - TECHNOLOGY OPITONS Tabl
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CHAPTER 4 - TECHNOLOGY OPITONS Trai
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CHAPTER 4 - TECHNOLOGY OPITONS FIND
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CHAPTER 5 - COMMUTER RAIL PLAN MINI
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CHAPTER 5 - COMMUTER RAIL PLAN for
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CHAPTER 5 - COMMUTER RAIL PLAN REVE
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CHAPTER 5 - COMMUTER RAIL PLAN long
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CHAPTER 5 - COMMUTER RAIL PLAN The
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CHAPTER 5 - COMMUTER RAIL PLAN stri
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CHAPTER 5 - COMMUTER RAIL PLAN OPER
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CHAPTER 5 - COMMUTER RAIL PLAN Stre
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Chapter 6 EXPRESS BUS PLANS INTRODU
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CHAPTER 6 - EXPRESS BUS PLANS Expre
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CHAPTER 6 - EXPRESS BUS PLANS Table
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CHAPTER 6 - EXPRESS BUS PLANS Five
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Page 107 and 108: Chapter 7 ENVIRONMENTAL AND SOCIAL
Page 109 and 110: CHAPTER 7 - ENVIRONMENTAL AND SOCIA
Page 111 and 112: CHAPTER 7 - ENVIRONMENTAL AND SOCIA
Page 113 and 114: Chapter 8 FINANCIAL AND ECONOMIC AN
Page 115 and 116: CHAPTER 8 - FINANCIAL AND ECONOMIC
Page 137 and 138: Chapter 9 NEXT STEPS TOWARD IMPLEME
Page 139 and 140: CHAPTER 9 - NEXT STEPS TOWARD IMPLE
Page 141: APPENDICES
Page 144 and 145: APPENDIX A - RIDERSHIP COMPARISONS
Page 147: Appendix B COMMUTER RAIL COSTS Appe
Page 150 and 151: Coffee and water per month 100 Annu
Page 152 and 153: Advertising per month 4,000 Telecom
Page 154 and 155: Table B-2b Omaha Suburban Station E
Page 156 and 157: Table B-2d Lincoln at N. 48th St. S
Page 160 and 161: Table B-4a Melia Siding Description
Page 162 and 163: Table B-4c Chalco Siding Descriptio
Page 165 and 166: Table C-1 Fremont Park-and-Ride Cos
Page 167: Appendix D NTRAC MEMBERS The follow
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NTRAC Final Study - Nebraska Department of Roads - State of ...

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