Central Omaha Transit Alternatives Analysis
Central Omaha Transit Alternatives Analysis (AA) Capital Cost Estimate (All Costs Shown in Thousands) Alternative 2 Modified BRT Contraflow SCC 10 10.02 10.03 20 20.01 20.01 40 40.06 50 50.02 50.02 50.02 50.02 50.05 50.06 60 60.01 70 70.04 80 80.02 80.03 80.04 80.05 80.06 80.07 80.08 90 100
Item GUIDEWAY & TRACK ELEMENTS Guideway: At-grade semi-exclusive (BRT) Guideway: At-grade mixed traffic (BRT) STATIONS, STOPS, TERMINALS, INTERMODAL At-grade stop: Large At-grade stop: Small SITEWORK & SPECIAL CONDITIONS Pedestrian/bike access and accommodation, landscaping SYSTEMS Traffic signals: Full replacement Traffic signals: Major modifications Traffic signals: Minor modifications Traffic signal priority Communications Fare collection system and equipment
Unit Cost (2013)
Escalation to Construction
Quantity
2,000 Per mile 75 Per stop
20% 20%
0% 0%
1.50 16
$ $
400 Per stop 250 Per stop
20% 20%
0% 0%
12 16
$
25 Per mile
10%
0%
15.64
20% 20% 20% 10% 20% 10%
0% 0% 0% 0% 0% 0%
2 10 4 16 1 36
50 Each
20%
0%
5
500 Per bus
10%
0%
8
CONSTRUCTION SUBTOTAL (10-50) RIGHT-OF-WAY, LAND, EXISTING IMPROVEMENTS Purchase or lease of real estate: Curb cuts and substations $ VEHICLES Bus $ PROFESSIONAL SERVICES Final design Program management for design and construction Construction administration and management Professional liability Legal, permits, review fees Survey, testing, investigation, inspection Start up SUBTOTAL (10-80) PROJECT RESERVE (UNALLOCATED CONTINGENCY) SUBTOTAL (10-90) FINANCE CHARGES TOTAL (10-100)
General Assumptions Distances do not distinguish between route mile and track mile Distances used are the same as the O&M cost estimate Assumes cost for two-way conversion of Farnam St between 42nd and 36th St is paid for by others Assumes maintenance and storage facility location to be determined in Phase 2
Contingency
$ $
$ $ $ $ $ $
COST PER MILE
Unit
150 50 15 30 50 40
8% 6% 6% 3% 1% 1% 2%
Per intersection Per intersection Per intersection Per intersection Lump sum Per unit
Lump sum Lump sum Lump sum Lump sum Lump sum Lump sum Lump sum
5%
Amount 5040.00 3600.00 1440.00 10560.00 5760.00 4800.00 430.10 430.10 3204.00 360.00 600.00 72.00 528.00 60.00 1584.00 19234.10 300.00 300.00 4400.00 4400.00 5193.21 1538.73 1154.05 1154.05 577.02 192.34 192.34 384.68 29127.31 1456.37 30583.67 30583.67
7.82
3910.96
Stop Hierarchy Stop Westroads TC 90th/Dodge 84th/Dodge 72nd/Dodge 62nd/Dodge 50th/Dodge 42nd/Farnam 36th/Farnam 33rd/Farnam 31st/Farnam 24th/Farnam/Harney 20th/Farnam/Harney 16th/Farnam/Harney 13th/Farnam/Harney 11th/Farnam/Harney Total L = Large S = Small
Fare Collection BRT n/a S S L S S L S L L S S L L S
BRT 2 2 2 2 2 2 2 2 4 2 2 2 4 4 2 36
12 16
Traffic Signals Intersection 72nd/Dodge 42nd/Farnam 31st Freeway #1 Freeway #2 24th Ave/Farnam/Harney 24th St/Farnam/Harney 20th/Farnam 19th/Farnam 18th/Farnam 17th/Farnam 16th/Farnam 15th/Farnam 14th/Farnam 13th/Farnam 10th/Farnam/Harney Total F = Full Replacement L = Major modification S = Minor modification
Stop Westroads TC 90th/Dodge 84th/Dodge 72nd/Dodge 62nd/Dodge 50th/Dodge 42nd/Farnam 36th/Farnam 33rd/Farnam 31st/Farnam 24th/Farnam/Harney 20th/Farnam/Harney 16th/Farnam/Harney 13th/Farnam/Harney 11th/Farnam/Harney Total
Traffic Signal Priority BRT L L S S S F F L L L L L L L L S 2 10 4
Intersection 90th/Dodge 84th/Dodge 72nd/Dodge 62nd/Dodge Farnam/Happy Hollow/Dodge 50th/Dodge 42nd/Farnam 33rd/Farnam 31st/Farnam Freeway #1 Freeway #2 24th/Farnam/Harney 20th/Farnam/Harney 16th/Farnam/Harney 13th/Farnam/Harney 10th/Farnam/Harney Total T = Traffic Signal Priority Q = Queue Jump
BRT T T T, Q T T T T, Q T T T T T T T T T 16 2
Central Omaha Bus Rapid Transit: Connecting the Dots Project Budget by Funding Source (thousands)
TIGER
CMAQ
Guideway
$3,032.00
$1,000.00
Stations, Stops, Terminals
$6,776.10
$391.90
Sitework & Special Conditions Pedestrian and Bicycle Access &
$0.00
$344.08
Systems – Traffic Signals, Communications, Fare collection
$2,371.20
ROW – Curb cuts and substations
$240.00
Professional Services – Design, construction management, geotechnical survey Vehicles
STP
TAP
DTTC
Crossroads
5339
$640.00
$64.00
$640.00
$2,112.00 $10,560.00
$128.00
Totals
$18,591.96
$86.02
$430.10
$640.80
$3,204.00
$60.00
$300.00
$1,038.64 $5,193.21
$853.00 $1,165.10
Total
$1,008.00 $5,040.00
$4,154.57
Project Reserve
Local
$1,707.00
$1,000.00
$1,707.00
$960.00
$735.98
$704.00
$768.00
$960.00
$880.00
$4,400.00
$291.27
$1,456.37
$6,116.74 $30,583.68
Item GUIDEWAY & TRACK ELEMENTS Guideway: At-grade semi-exclusive (BRT) Guideway: At-grade mixed traffic (BRT) STATIONS, STOPS, TERMINALS, INTERMODAL At-grade stop: Large At-grade stop: Small SITEWORK & SPECIAL CONDITIONS Pedestrian/bike access and accommodation, landscaping SYSTEMS Traffic signals: Full replacement Traffic signals: Major modifications Traffic signals: Minor modifications Traffic signal priority Communications Fare collection system and equipment
Unit Cost (2013)
Escalation to Construction
Quantity
2,000 Per mile 75 Per stop
20% 20%
0% 0%
1.50 16
$ $
400 Per stop 250 Per stop
20% 20%
0% 0%
12 16
$
25 Per mile
10%
0%
15.64
20% 20% 20% 10% 20% 10%
0% 0% 0% 0% 0% 0%
2 10 4 16 1 36
50 Each
20%
0%
5
500 Per bus
10%
0%
8
CONSTRUCTION SUBTOTAL (10-50) RIGHT-OF-WAY, LAND, EXISTING IMPROVEMENTS Purchase or lease of real estate: Curb cuts and substations $ VEHICLES Bus $ PROFESSIONAL SERVICES Final design Program management for design and construction Construction administration and management Professional liability Legal, permits, review fees Survey, testing, investigation, inspection Start up SUBTOTAL (10-80) PROJECT RESERVE (UNALLOCATED CONTINGENCY) SUBTOTAL (10-90) FINANCE CHARGES TOTAL (10-100)
General Assumptions Distances do not distinguish between route mile and track mile Distances used are the same as the O&M cost estimate Assumes cost for two-way conversion of Farnam St between 42nd and 36th St is paid for by others Assumes maintenance and storage facility location to be determined in Phase 2
Contingency
$ $
$ $ $ $ $ $
COST PER MILE
Unit
150 50 15 30 50 40
8% 6% 6% 3% 1% 1% 2%
Per intersection Per intersection Per intersection Per intersection Lump sum Per unit
Lump sum Lump sum Lump sum Lump sum Lump sum Lump sum Lump sum
5%
Amount 5040.00 3600.00 1440.00 10560.00 5760.00 4800.00 430.10 430.10 3204.00 360.00 600.00 72.00 528.00 60.00 1584.00 19234.10 300.00 300.00 4400.00 4400.00 5193.21 1538.73 1154.05 1154.05 577.02 192.34 192.34 384.68 29127.31 1456.37 30583.67 30583.67
7.82
3910.96
Stop Hierarchy Stop Westroads TC 90th/Dodge 84th/Dodge 72nd/Dodge 62nd/Dodge 50th/Dodge 42nd/Farnam 36th/Farnam 33rd/Farnam 31st/Farnam 24th/Farnam/Harney 20th/Farnam/Harney 16th/Farnam/Harney 13th/Farnam/Harney 11th/Farnam/Harney Total L = Large S = Small
Fare Collection BRT n/a S S L S S L S L L S S L L S
BRT 2 2 2 2 2 2 2 2 4 2 2 2 4 4 2 36
12 16
Traffic Signals Intersection 72nd/Dodge 42nd/Farnam 31st Freeway #1 Freeway #2 24th Ave/Farnam/Harney 24th St/Farnam/Harney 20th/Farnam 19th/Farnam 18th/Farnam 17th/Farnam 16th/Farnam 15th/Farnam 14th/Farnam 13th/Farnam 10th/Farnam/Harney Total F = Full Replacement L = Major modification S = Minor modification
Stop Westroads TC 90th/Dodge 84th/Dodge 72nd/Dodge 62nd/Dodge 50th/Dodge 42nd/Farnam 36th/Farnam 33rd/Farnam 31st/Farnam 24th/Farnam/Harney 20th/Farnam/Harney 16th/Farnam/Harney 13th/Farnam/Harney 11th/Farnam/Harney Total
Traffic Signal Priority BRT L L S S S F F L L L L L L L L S 2 10 4
Intersection 90th/Dodge 84th/Dodge 72nd/Dodge 62nd/Dodge Farnam/Happy Hollow/Dodge 50th/Dodge 42nd/Farnam 33rd/Farnam 31st/Farnam Freeway #1 Freeway #2 24th/Farnam/Harney 20th/Farnam/Harney 16th/Farnam/Harney 13th/Farnam/Harney 10th/Farnam/Harney Total T = Traffic Signal Priority Q = Queue Jump
BRT T T T, Q T T T T, Q T T T T T T T T T 16 2
Central Omaha Bus Rapid Transit: Connecting the Dots Project Budget by Funding Source (thousands)
TIGER
CMAQ
Guideway
$3,032.00
$1,000.00
Stations, Stops, Terminals
$6,776.10
$391.90
Sitework & Special Conditions Pedestrian and Bicycle Access &
$0.00
$344.08
Systems – Traffic Signals, Communications, Fare collection
$2,371.20
ROW – Curb cuts and substations
$240.00
Professional Services – Design, construction management, geotechnical survey Vehicles
STP
TAP
DTTC
Crossroads
5339
$640.00
$64.00
$640.00
$2,112.00 $10,560.00
$128.00
Totals
$18,591.96
$86.02
$430.10
$640.80
$3,204.00
$60.00
$300.00
$1,038.64 $5,193.21
$853.00 $1,165.10
Total
$1,008.00 $5,040.00
$4,154.57
Project Reserve
Local
$1,707.00
$1,000.00
$1,707.00
$960.00
$735.98
$704.00
$768.00
$960.00
$880.00
$4,400.00
$291.27
$1,456.37
$6,116.74 $30,583.68
