Dra Environmental Impact Statement
VIRGINIA BEACH TRANSIT EXTENSION STUDY
Cover image: courtesy of the City of Virginia Beach
A p p e n d i x H Conceptual Cost Es mates for the
Build Alterna ves
February 2015
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives i
Table of Contents
1.0 Introduction ........................................................................................................................ 1
2.0 Description of Project Build Alternatives .............................................................................. 1
2.1 Light Rail Transit Alternatives.................................................................................................... 1
2.1.1 Alternative 1A: Newtown Road Station to the Proposed Town Center Station (Town Center Alternative)............................................................................................................................ 1 2.1.2 Alternative 1B: Newtown Road Station to the Proposed Rosemont Station (Rosemont Alternative) ....................................................................................................................................... 2 2.1.3 Alternative 2: Newtown Road Station to the Proposed Oceanfront Station via NSRR ROW (NSRR Alternative) ................................................................................................................... 3 2.1.4 Alternative 3: Newtown Road Station to the Proposed Oceanfront Station via Laskin Road (Hilltop Alternative) ................................................................................................................. 4
2.2 Bus Rapid Transit Alternatives .................................................................................................. 6
2.2.1 Alternative 1A: Newtown Road Station to the Proposed Town Center Station (Town Center Alternative)............................................................................................................................ 6 2.2.2 Alternative 1B: Newtown Road Station to the Proposed Rosemont Station (Rosemont Alternative) ....................................................................................................................................... 7 2.2.3 Alternative 2: Newtown Road Station to the Proposed Oceanfront Station via NSRR ROW (NSRR Alternative) ................................................................................................................... 7 2.2.4 Alternative 3: Newtown Road Station to the Proposed Oceanfront Station via Laskin Road (Hilltop Alternative) ................................................................................................................. 7
3.0 Cost Estimating Methodology .............................................................................................. 9
3.1 Assumptions .............................................................................................................................. 9
3.1.1 Design Sources .................................................................................................................. 9 3.1.2 Cost Data Sources............................................................................................................ 10
3.2 Standard Cost Categories ........................................................................................................ 11
3.2.1 Summary of Elements in Standard Cost Categories ........................................................ 11 3.2.2 Design Contingency ......................................................................................................... 14 3.2.3 Escalation ........................................................................................................................ 16
4.0 Summary of Conceptual Cost Estimates ............................................................................. 18
4.1 Light Rail Transit Alternatives.................................................................................................. 18
4.2 Bus Rapid Transit Alternatives ................................................................................................ 19
5.0 Test of Reasonableness ..................................................................................................... 20
Appendices
H-1 FTA Standard Cost Category Worksheets
H-2 Cost Estimate Backup Details
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Appendix H: Conceptual Cost Estimates for Build Alternatives 1
1.0 Introduction
The purpose of this report is to document the conceptual-level capital cost estimates for the bus rapid
transit (BRT) and light rail transit (LRT) build alternatives under consideration in the Virginia Beach
Transit Extension Study (VBTES). The cost estimates are based on conceptual engineering design plans
dated August 27, 2014, which can be found in Appendix G of the VBTES Draft Environmental Impact
Statement (DEIS).
The estimates in this report and supporting documents are based on the methodology outlined in the
Capital Cost Methodology Report dated April 2010 and the Association for the Advancement of Cost
Engineering International Recommended Practice No. 17R-97 (Cost Estimate Classification System)
Class 4, 0 to 15% Project Definition. The estimate has an accuracy range index of 4, which is equal to a
+40% to -20% range of accuracy.
Unit costs for these estimates have been estimated for the third quarter of 2013 and have been
escalated to the year of expenditure as described in Section 3, assuming the start of revenue service
in 2020 for all alternatives. The estimates reflect the total project cost including right-of-way
acquisition, site preparation, guideway, vehicles, maintenance facilities, soft costs, and contingencies.
2.0 Description of Project Build Alternatives
This section summarizes the four alternatives for the Virginia Beach Transit Extension Study that are
presented in this report. All of the build alternatives under consideration would provide fixed
guideway transit service to extend The Tide east between Newtown Road and the Virginia Beach
Oceanfront Resort Area.
2.1 Light Rail Transit Alternatives
There are four alignment alternatives under consideration for the VBTES: Newtown Road to Town
Center, Newtown Road to Rosemont, Newtown Road to the Oceanfront Station via the former Norfolk
Southern Railway right of way (NSRR ROW), and Newtown Road to the Oceanfront Station via Laskin
Road. A summary of physical characteristics of the alternatives is in Table 1. Conceptual engineering
drawings for each of the LRT alternatives are in Appendix G of the VBTES DEIS.
2.1.1 Alternative 1A: Newtown Road Station to the Proposed Town Center Station (Town Center Alternative)
Alternative 1A would follow the former NSRR ROW from The Tide’s Newtown Road Station to a
station at the Town Center of Virginia Beach (See Figure 1). The length of this alternative is
approximately 3.0 miles; its exact distance depends on the selected location for the end of line station
at Town Center.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 2
Beginning at the Newtown Road Station, this alternative would travel east along the former NSRR
ROW as a double track ballasted section. The alignment would cross Newtown Road and Princess
Anne Road at-grade.
Continuing east, the alignment would cross Greenwich Road at-grade and pass under the existing I-
264 bridge before rising to be grade separated over Witchduck Road. A station with a Park & Ride and
bus transfer area would be located east of Witchduck Road, along Southern Boulevard. The alignment
would cross Euclid Road and Kellam Road at-grade. In the Town Center area east of Kellam Road, the
alignment would depend on the location that is selected for the station. One of the following four
station location options will be selected:
At-grade, immediately west of Independence Boulevard with a pedestrian bridge over
Independence to a park and ride on the east side of the road; or,
On a new transit bridge over Independence Boulevard and Market Street with the boarding
platforms directly over Independence Boulevard; or,
On a new transit bridge over Independence Boulevard and Market Street with the boarding
platforms directly over Market Street; or,
At-grade, immediately west of Constitution Drive (a new transit bridge would be required
over Independence Boulevard and Market Street for this station site option).
Construction of Alternative 1A would not require a new vehicle storage and maintenance facility
(VSMF). The existing facility for The Tide in Norfolk would continue to be used for the entire line with
modifications to accommodate the additional vehicles and equipment for the Operations Control
Center.
Figure 1 | Alternative 1A Alignment
Source: HDR, Inc. August 2014
2.1.2 Alternative 1B: Newtown Road Station to the Proposed Rosemont Station (Rosemont Alternative)
Alternative 1B would follow the former NSRR ROW from The Tide’s Newtown Road Station to the
proposed Rosemont Station located east of Lynn Shores Drive (See Figure 2). The length of this
alternative is approximately 4.8 miles.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 3
From the Newtown Road Station to the Town Center area, Alternative 1B would be the same as
Alternative 1A. The Town Center Station would be at one of three locations: on a new transit bridge
over Independence Boulevard, on a new transit bridge over Market Street, or at-grade west of
Constitution Drive. The alignment would cross Constitution Drive at-grade and continue east.
East of Constitution Drive, the alignment would cross Thalia Creek on a new structure. The alignment
would then cross Fir Avenue, Thalia Road, and Budding Avenue at-grade. The alignment would
continue at-grade across South Kentucky Avenue and Lynn Shores Drive before entering the
Rosemont Station. The alignment would end approximately 400 feet east of the station for space for
vehicle storage.
Construction of Alternative 1B would not require a new VSMF. The existing facility for The Tide in
Norfolk would continue to be used, with modifications proposed to accommodate the additional
vehicles and equipment for the Operations Control Center.
Figure 2 | Alternative 1B Alignment
Source: HDR, Inc. August 2014
2.1.3 Alternative 2: Newtown Road Station to the Proposed Oceanfront Station via NSRR ROW (NSRR Alternative)
Alternative 2 would follow the former NSRR ROW from The Tide’s Newtown Road Station to the
Virginia Beach Oceanfront Resort Area (see Figure 3). The total length of this alternative is
approximately 12.2 miles.
From Newtown Road to the Rosemont Station, this alignment is the same as Alternative 1B. Extending
east from the Rosemont Station, the alignment would rise to be grade-separated over Rosemont Road
and cross South Plaza Trail at-grade. Past South Plaza Trail, the alignment would cross North
Lynnhaven Road at-grade before coming to a station with a Park & Ride lot along Southern Boulevard
between North Lynnhaven Road and Lynnhaven Parkway.
East of the Lynnhaven Station, the alignment would rise to be grade separated over Lynnhaven
Parkway. The alignment would then cross London Bridge Creek on a new bridge and go under I-264
using an existing overpass. After passing under I-264, the alignment would rise to be grade separated
over London Bridge Road. Continuing east from London Bridge Road, the alignment would continue
along the former NSRR ROW north of NAS Oceana. There would be a North Oceana station with a Park
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Appendix H: Conceptual Cost Estimates for Build Alternatives 4
& Ride lot on City-owned property west of Air Station Drive. Continuing east from the new station, the
alignment would remain at-grade and cross Air Station Drive, South First Colonial Road, Oceana
Boulevard, Sykes Avenue and Distribution Drive before reaching the east end of the former NSRR
ROW at Birdneck Road.
At Birdneck Road, the alignment would turn north and then east at Virginia Beach Boulevard. The
double track section in this area would generally consist of retained ballast on concrete ties along
Birdneck Road and Virginia Beach Boulevard, then it changes to embedded track before turning onto
Washington Avenue. At Washington Avenue, the alignment turns north to pass through the parking
lot at the Virginia Beach Convention Center. The Convention Center Station would be located
immediately south of 19th Street. At 19th Street, the alignment turns east to the end-of-line
Oceanfront Station at 19th and Arctic Avenue. The tracks would be coordinated with the City’s
streetscape improvement project on 19th Street.
A new VSMF would be located on property owned by the City of Virginia Beach north of Potters Road,
adjacent to the North Oceana Station and Park & Ride.
Figure 3 | Alternative 2 Alignment
Source: HDR, Inc. August 2014
2.1.4 Alternative 3: Newtown Road Station to the Proposed Oceanfront Station via Laskin Road (Hilltop Alternative)
Alternative 3 would follow the former NSRR ROW from The Tide’s Newtown Road Station to London
Bridge Creek, then it would split from the right of way to go through the Hilltop area, using Laskin
Road and Birdneck Road to reach the Virginia Beach Oceanfront Resort Area (see Figure 4). The length
of this alternative is approximately 13.5 miles.
From Newtown Road to London Bridge Creek, this alignment is the same as Alternative 2. East of
London Bridge Creek, between the creek and I-264, the alignment would leave the NSRR ROW onto its
own alignment parallel to I-264. The alignment turns northeast on a bridge that would cross over
Virginia Beach Boulevard and Great Neck Road. The alignment would continue on a bridge north of
the Virginia Beach Boulevard/Laskin Road interchange, and then it would cross over the westbound
lanes of Laskin Road. The alignment would continue south of the westbound lanes on a structure over
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Appendix H: Conceptual Cost Estimates for Build Alternatives 5
the I-264 onramp before touching down in the median of Laskin Road west of Phillip Avenue, where
the eastbound and westbound lanes of Laskin Road converge.
The alignment would continue at-grade in the median of Laskin Road in a retained ballast double track
section. A new walk-up station would be located between Republic Road and the Hilltop Plaza
Shopping Center entrance. The alignment would cross over the First Colonial Road intersection on a
bridge that begins east of Hilltop Plaza Shopping Center and touches down again in the median of
Laskin Road near Nevan Road. It would continue in the median of Laskin Road with another station
located near the Hilltop East Shopping Center entrance. A Park & Ride lot would be located at the
southeast corner of Laskin Road and Winwood Drive.
The alignment would continue east in the median of Laskin Road, crossing over Linkhorn Bay on a new
combined transit/roadway bridge, until it intersects with Birdneck Road. At Birdneck Road, the
alignment turns south into the median, and the track section changes from ballasted to embedded. A
new station would be located in the median of Birdneck Road south of Laskin Road, and a Park & Ride
lot would be located at the southeast corner of the Laskin Road and Birdneck Road intersection. The
alignment would continue in the median of Birdneck Road, passing under I-264, until it reaches 19th
Street.
At 19th Street, the alignment would move from Birdneck Road into the center lanes of 19th Street,
which would be exclusive for LRT use. East of Jefferson Avenue would be the Convention Center
station. Existing parking lots would be used to serve this station, and no additional parking would be
constructed. The alignment would continue in the center of 19th Street; east of Parks Avenue,
Alternative 3 would be the same as Alternative 2, in the center of 19th Street to the end of line
Oceanfront station west of Arctic Avenue.
The VSMF for Alternative 3 would be on the City’s Potters Road site, at the same location proposed
under Alternative 2. For LRT vehicles to reach this site, a non-revenue track would be constructed
along the former NSRR ROW between London Bridge Creek and the VSMF. The crossing of London
Bridge Road would take place at-grade, and non-revenue vehicles would proceed through the
intersection with a traffic signal without preemption.
Figure 4 | Alternative 3 Alignment
Source: HDR, Inc. August 2014
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Table 1 | Summary of LRT Alternative Characteristics
Alternative 1A Alternative 1B Alternative 2 Alternative 3
Stations
At grade 2 (3a) 3 (4 a) 7 (8 a) 9 (10 a)
Aerial 1 (0a) 1 (0 a) 1 (0 a) 2 (1 a)
Access to Stations
New Park & Ride Lot 2 3 5 7
Walk-up 0 0 1 2
Alignment
Length (miles) 3.0 (approx.) 4.8 12.2 13.5
Grade separations 2 (1b) 2 5 6
Water crossings 0 1 2 3
Facilities
VSMF Existing Tide
facility (with
modifications)
Existing Tide
facility (with
modifications)
Potters Road
(new)
Potters Road
(new)
Vehicles
Light Rail Vehicle 4 5 10 10
Feeder Bus 12 10 11 11
Source: HDR, Inc. August 2014
a Number in parentheses indicates number of stations with Town Center West (Alternative 1A only) or
Constitution (Alternatives 1A, 1B, 2, or 3) station options at Town Center. b Number in parentheses indicates number of grade separations with Town Center West station option.
2.2 Bus Rapid Transit Alternatives
The VBTES includes a BRT mode option corresponding to each of the LRT alternatives. This section
describes these alternatives. Characteristics of the BRT alternatives are summarized in Table 2.
2.2.1 Alternative 1A: Newtown Road Station to the Proposed Town Center Station (Town Center Alternative)
Alternative 1A for BRT would follow the same alignment along the former NSRR ROW as the LRT
Alternative 1A described in Section 2.1.1. A grade separation would occur at Witchduck Road. A grade
separation over Independence Boulevard and Market Street would be constructed for any of the
station locations that are over or east of Independence Boulevard. The station locations and Park &
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Appendix H: Conceptual Cost Estimates for Build Alternatives 7
Ride lot sites identified for the LRT alternative would be the same for the BRT. Because HRT does not
have available space at their existing facilities to maintain the articulated buses that would be used for
the BRT system, a new VSMF would need to be constructed for this alternative. For conceptual design
purposes, the BRT VSMF is assumed to be at the Potters Road site owned by the City of Virginia Beach
under all alternatives.
2.2.2 Alternative 1B: Newtown Road Station to the Proposed Rosemont Station (Rosemont Alternative)
Alternative 1B for BRT would follow the same alignment along the former NSRR ROW as the LRT
Alternative 1B described in Section 2.1.2. Grade separations would occur at Witchduck Road and
Independence Boulevard. Station locations and Park & Ride lot sites identified for the LRT alternative
would be the same for the BRT. As with Alternative 1A, a new BRT VSMF would need to be
constructed for this alternative.
2.2.3 Alternative 2: Newtown Road Station to the Proposed Oceanfront Station via NSRR ROW (NSRR Alternative)
The BRT Alternative 2 would follow the former NSRR ROW described for the LRT Alternative 2, with
the same station locations and grade-separated intersections. At the east end of the former NSRR
ROW, the BRT vehicles would turn onto Birdneck Road and begin operating in mixed traffic on local
streets to reach the stations at the Virginia Beach Convention Center and Oceanfront Resort Area.
A new VSMF for BRT would be located in the same location identified for the LRT facility, on City of
Virginia Beach property north of Potters Road, adjacent to the North Oceana Station and Park & Ride.
2.2.4 Alternative 3: Newtown Road Station to the Proposed Oceanfront Station via Laskin Road (Hilltop Alternative)
The BRT Alternative 3 would construct a new exclusive busway following the former NSRR ROW from
Newtown Road to London Bridge Creek, similar to that described for LRT Alternative 3. Station
locations and grade-separated intersections would be in the same locations as the LRT alternative.
East of London Bridge Creek, the BRT guideway would turn north to connect to Parker Lane. At Parker
Lane, BRT vehicles would begin to operate in mixed traffic along Virginia Beach Boulevard and through
the interchange with Laskin Road and I-264, serving a station in the Great Neck area. BRT vehicles
would transition to an exclusive guideway on Laskin Road east of Phillip Avenue. The guideway would
continue in the median of Laskin Road east to Birdneck Road, with a grade-separated crossing over
First Colonial Road. Station locations and Park & Ride lots on Laskin Road would be in the same
locations as the LRT Alternative 3. At Birdneck Road, the exclusive BRT guideway ends. BRT vehicles
would operate in mixed traffic on Birdneck Road and 19th Street to serve stations in the Birdneck
area, Virginia Beach Convention Center, and Oceanfront Resort Area.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 8
A new VSMF for BRT would be located in the same location identified for the LRT facility, on the City
of Virginia Beach property north of Potters Road. Buses would access the VSMF using existing
roadways.
Table 2 | Summary of BRT Alternative Characteristics
Alternative 1A Alternative 1B Alternative 2 Alternative 3
Stations
At grade 2 (3a) 3 7 9
Aerial 1 (0a) 1 1 1
Access to Stations
New Park & Ride Lot 2 3 6 7
Walk-up 0 0 1 2
Alignment
Length (miles) 3.0 (approx.) 4.8 12.2 13.5
Grade separations 2 (1b) 2 5 5
Water crossings 0 1 2 3
Facilities
VSMF Potters Road
(new)
Potters Road
(new)
Potters Road
(new)
Potters Road
(new)
Vehicles
BRT Vehicle 7 7 11 12
Feeder Bus 12 10 11 11
Source: HDR, Inc. August 2014
a Number in parentheses indicates number of stations with Town Center West (Alternative 1A only) station
option at Town Center. For BRT Alternatives 1B, 2, and 3, only the aerial station over Independence
Boulevard was considered. b
Number in parentheses indicates number of grade separations with Town Center West station option.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 9
3.0 Cost Estimating Methodology
This section describes the methodology for developing the VBTES conceptual cost estimates, including
key assumptions, sources of information, and other inputs.
3.1 Assumptions
3.1.1 Design Sources
For each of the LRT and BRT alternatives under consideration, conceptual engineering designs have
been developed. Typical sections for the project were created, and their limits were identified as
appropriate along the alignments under consideration in the VBTES.
These designs are at a 5% to 10% level, which is sufficient for the purpose of supporting the DEIS.
While the degree of design development varies by discipline, most project elements have not been
completely developed. Therefore, the conceptual estimates represent an order of magnitude cost. As
the design is refined during future phases of the project, the accuracy of cost estimates will improve.
Existing Conditions Data
Data representing existing conditions comes from the following sources:
ALTA survey collected for the purchase of the NSRR ROW,
Geographic Information System (GIS) level information obtained from the City of Virginia
Beach and utility operators,
information obtained from VDOT’s Laskin Road Phase II project,
topographic surveys taken specifically for the VBTES project in the Great Neck area and along
Birdneck Road and 19th Street west of Parks Avenue,
topographic survey taken of 19th Street east of Parks Avenue as part of the City’s proposed
streetscape project,
aerial photography from the City of Virginia Beach supplemented with aerials taken of the
areas covered in the surveys of the Great Neck area and along Birdneck Road and 19th Street.
Existing topography for developing vertical alignments is from a surface model that was created using
LIDAR data provided by the City of Virginia Beach.
Utility Information
Existing utility information is shown on the ALTA survey, other surveys, and in GIS files. This
information has not been field verified. Surveys of the Great Neck and Birdneck Road areas did not
include subsurface utilities. The locations of major public and private utility facilities were discussed in
general terms during stakeholder meetings that have occurred periodically throughout the course of
the VBTES, but specific design or disposition of these utilities have not been identified in the
conceptual design.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 10
Dominion Virginia Power has provided paper copies of their records showing locations of transmission
and distribution lines along the former NSRR ROW.
Real Estate
Real estate boundaries and estimated appraised values are based on information provided by the City
of Virginia Beach. Boundaries of the NSRR ROW and adjacent properties were located by the ALTA
survey and have been incorporated into the design. Right of way limits and property lines in the areas
of the supplemental survey have also been incorporated into the design.
3.1.2 Cost Data Sources
Cost information was compiled by HDR. Unit and lump sum costs for items identified in the
conceptual design were obtained from recent transit projects and historical data using Timberline
estimating software and supplemented by unit costs from construction of The Tide. They are based on
the complete in-place costs of construction, including labor, materials, equipment, supplies, overhead,
and profit. Unit costs were adjusted to the 2013 base year. During a series of workshops with HRT and
City of Virginia Beach staff in 2013, the unit and lump sum costs were adjusted to reflect actual
experience during construction of The Tide and recent construction bids.
Utility costs for City of Virginia Beach water and sanitary sewer facilities are based on the average cost
per linear foot of The Tide for construction contracts 30 and 40 (which incorporated most of the civil
and utility work for the project). The bid value was escalated to the base year, and then it was
doubled to account for discrepancies between the bid and actual costs that were experienced during
construction.
Real estate costs are based on City of Virginia Beach assessments for the year 2013. The assessed
values of parcels that were identified as complete acquisitions were increased to represent the
additional cost of relocations. Costs for partial acquisitions were proportional to the amount of the
property that would be taken for the project, assuming that the value of the parcel is homogenous;
for example, an acquisition of 10% of a parcel would cost 10% of its assessed value regardless of
which portion of the property is being taken. Fees and other legal costs to transfer properties owned
by the City of Virginia Beach for project-related use were based on a discounted percentage of the
assessed value for each parcel.
The cost of the former NSRR ROW was allocated proportionally according to the percentage of the
right of way that would be used for each alternative, since the Town Center, Rosemont, and Hilltop
alternatives would not operate along the entire length of the property that was purchased. Under the
FTA cost estimating methodology, costs related to the purchase of the former NSRR ROW and other
properties that would potentially be used as part of the local match to federal funding are included as
part of the project-related cost.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 11
Add-on items such as professional services costs and design contingencies are based on a percentage
of the base cost. Professional services costs are discussed in Section 3.2.1, design contingencies are in
Section 3.2.2. Escalation to year of expenditure is discussed in Section 3.2.3.
3.2 Standard Cost Categories
The Federal Transit Administration (FTA) established a standard format for reporting and estimating
capital projects under the New Starts program, which allows for easier comparison of costs between
projects. There are ten Standard Cost Categories (SCC), which are listed in Table 3. Most categories
have line items for project elements that costs can be assigned to. Each SCC and line item has been
defined by FTA to identify which elements belong in each category.
Table 3 | FTA Standard Cost Categories
SCC Category Number
Description
10 Guideway and Track Elements
20 Stations, Stops, Terminals, Intermodal
30 Support Facilities: Yards, Shops, Admin. Buildings
40 Sitework and Special Conditions
50 Systems
60 Right of Way, Land, Existing Improvements
70 Vehicles
80 Professional Services
90 Unallocated Contingency
100 Finance Charges
Source: Federal Transit Administration
For development of the VBTES cost estimates, construction-related elements in SCC categories 10
through 50 were identified from the conceptual design (where possible) and entered into
spreadsheets. Unit costs were assigned, and then those items were grouped by SCC category so that
the subtotals could be transferred to the appropriate section of the SCC worksheets. Costs for real
estate (SCC category 60) and vehicles (SCC category 70) were determined separately and entered into
the SCC worksheets.
3.2.1 Summary of Elements in Standard Cost Categories
The SCC worksheet provided by FTA contains definitions of each category and line item as well as
examples of elements that are to be included. Appendix H-2 of this report lists the items that were
identified from the conceptual design for each alternative, their unit costs, and additional detail
regarding what is included with each item and assumptions that were made.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 12
Category 10: Guideway and Track Elements
This category includes costs for rough grading, excavation, and site preparation of the transit
guideway (LRT tracks or BRT roadway). Separate line items are provided for exclusive guideway, semi-
exclusive, guideways in mixed traffic, aerial structures, built-up fill, and retained fill. Costs for LRT
tracks are assigned to Category 10, with items for ballasted, embedded, and direct fixation track.
Costs for the BRT roadway pavement are covered under Category 40. Special trackwork and track
treatments for noise and vibration attenuation are identified in this category.
Category 20: Stations, Stops, Terminals, Intermodal
Costs for stations are entered under this category. There are separate items for at-grade and aerial
stations, parking garages, and elevators.
Category 30: Support Facilities: Yards, Shops, Administration Buildings
This category covers costs for administration buildings, vehicle maintenance facilities (separated into
light maintenance and heavy maintenance functions), and maintenance of way buildings. All costs of
those buildings are included, such as site preparation, materials, building construction, building
components (HVAC, electrical, plumbing, life safety), and equipment for performing the building’s
functions. Yards and yard tracks are a separate item under this category.
Category 40: Sitework and Special Conditions
Project-wide clearing, demolition, and grading are a part of Category 40. Utility work and relocations,
civil elements such as roadways and sidewalks, miscellaneous site structures, and parking lots
(including park and ride facilities at stations) are covered under this category. All paving for the BRT
roadway is in this category, but site preparation for the guideway is in Category 10. Costs for
environmental mitigation and hazardous materials removal are considered in this category.
Category 50: Systems
The systems category includes train control systems, train signals and crossing protection (signals and
gates at grade crossings, for example), traction power systems, communication systems, fare
collection equipment, and central control facilities. Traffic signals outside of the guideway and for BRT
operations are covered under this category.
Category 60: Right of Way, Land, Existing Improvements
This category includes costs for real estate that will be used for the project, including acquisitions,
permanent easements, and temporary easements. It includes real estate that would be used as part
of a local match for Federal funding of the project. For the VBTES conceptual estimates, this includes
the costs of the former NSRR ROW and properties currently owned by the City of Virginia Beach that
have been identified as potential Park & Ride sites for the Witchduck and Town Center stations. Legal
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Appendix H: Conceptual Cost Estimates for Build Alternatives 13
fees, professional services, and administrative costs for the real estate component of the project are a
part of this category.
For the VBTES, real estate costs were determined as described in Section 3.1.2. A separate item in
Category 60 is designated for relocation costs, but these have not been specifically identified in the
VBTES at this time.
Category 70: Vehicles
Costs for vehicles are identified in Category 70. Separate line items are provided for each type of
vehicle; for the VBTES, only light rail and buses are used, but there are items available for non-
revenue vehicles, spare parts, and other types of rail vehicles. Costs for professional services
associated with vehicle procurement are included.
Category 80: Professional Services
Professional services costs were automatically calculated in the SCC worksheets based on a
percentage of the construction subtotal. These percentages are listed in Table 4.
Table 4 | Professional Services Costs as a Percentage of Construction Cost
SCC Line Item
Number Description
Percentage of Total
Construction Cost
80.01 Project Development 2.50%
80.02 Engineering 12%
80.03 Project Management for Design and Construction 5%
80.04 Construction Administration and Management 8%
80.05 Professional Liability and other Non-Construction Insurance 2%
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2%
80.07 Surveys, Testing, Investigation, Inspection 2%
80.08 Start up 1.50%
Source: HDR, Inc.
Category 90: Unallocated Contingency
The unallocated contingency is added on to the subtotal of Categories 10 through 80. It represents
financial reserves for the project that are not associated with any particular scope item. For the VBTES
conceptual estimates, unallocated contingency was applied at 2% of the total for SCC categories 10
through 80.
Design contingencies allocated to individual scope items are discussed in Section 3.2.2.
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Appendix H: Conceptual Cost Estimates for Build Alternatives 14
Category 100: Finance Charges
Finance charges associated with the project are entered in this category. They are to be based on the
project’s financial plan. A financial plan has not been created for this phase of the VBTES.
3.2.2 Design Contingency
In order to account for uncertainty in unit costs, future changes in quantities, and project elements
that have not been defined in the conceptual design, contingency factors were applied to the
estimate. For individual items in the SCC worksheet, a contingency factor was applied which was
variable due to differences in the level of development of the conceptual design and identification of
cost-related risks associated with each item. The item-specific contingency, known as allocated
contingency, was applied as a percentage of the base year cost. Table 5 shows the levels of allocated
contingency used for each item for the VBTES conceptual cost estimates. The contingency
percentages will be reduced in cost estimates that are based on advanced levels of design.
An additional level of contingency, known as unallocated contingency, was applied to the estimate at
2% of the total for SCC categories 10 through 80. This amount represents financial reserves for the
project that are not associated with any particular scope item.
Table 5 | Levels of Allocated Contingency by SCC Category
SCC Category
Description Allocated
Contingency Percentage
10 GUIDEWAY & TRACK ELEMENTS
10.01 Guideway: At-grade exclusive right-of-way 35%
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 35%
10.03 Guideway: At-grade in mixed traffic 35%
10.04 Guideway: Aerial structure 35%
10.05 Guideway: Built-up fill 35%
10.06 Guideway: Underground cut & cover 35%
10.07 Guideway: Underground tunnel 35%
10.08 Guideway: Retained cut or fill 35%
10.09 Track: Direct fixation 30%
10.10 Track: Embedded 30%
10.11 Track: Ballasted 30%
10.12 Track: Special (switches, turnouts) 30%
10.13 Track: Vibration and noise dampening 30%
20 STATIONS, STOPS, TERMINALS, INTERMODAL
20.01 At-grade station, stop, shelter, mall, terminal, platform 30%
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 15
20.02 Aerial station, stop, shelter, mall, terminal, platform 30%
20.03 Underground station, stop, shelter, mall, terminal, platform 30%
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 30%
20.05 Joint development 30%
20.06 Automobile parking multi-story structure 35%
20.07 Elevators, escalators 35%
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 Administration Building: Office, sales, storage, revenue counting 30%
30.02 Light Maintenance Facility 30%
30.03 Heavy Maintenance Facility 30%
30.04 Storage or Maintenance of Way Building 30%
30.05 Yard and Yard Track 30%
40 SITEWORK & SPECIAL CONDITIONS
40.01 Demolition, Clearing, Earthwork 35%
40.02 Site Utilities, Utility Relocation 40%
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 40%
40.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 40%
40.05 Site structures including retaining walls, sound walls 35%
40.06 Pedestrian / bike access and accommodation, landscaping 35%
40.07 Automobile, bus, van accessways including roads, parking lots 35%
40.08 Temporary Facilities and other indirect costs during construction 35%
50 SYSTEMS
50.01 Train control and signals 35%
50.02 Traffic signals and crossing protection 35%
50.03 Traction power supply: substations 35%
50.04 Traction power distribution: catenary and third rail 35%
50.05 Communications 35%
50.06 Fare collection system and equipment 35%
50.07 Central Control 35%
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 Purchase or lease of real estate Lump Sum
60.02 Relocation of existing households and businesses Included in
60.01
70 VEHICLES
70.01 Light Rail 20%
70.02 Heavy Rail N/A
70.03 Commuter Rail N/A
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 16
70.04 Bus 20%
70.05 Other N/A
70.06 Non-revenue vehicles N/A
70.07 Spare parts N/A
80 PROFESSIONAL SERVICES
80.01 Project Development 12%
80.02 Engineering 5%
80.03 Project Management for Design and Construction 8%
80.04 Construction Administration & Management 2%
80.05 Professional Liability and other Non-Construction Insurance 2%
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2%
80.07 Surveys, Testing, Investigation, Inspection 2%
80.08 Start up 3%
Source: HDR, Inc. 2013
3.2.3 Escalation
Unit costs that were used to develop the conceptual cost estimates were based on values from the
third quarter of 2013 (the base year). To account for inflation, costs plus allocated contingencies for
the base year were escalated to the projected year of expenditure (YOE). The YOE total represents the
cost of the project at the time that costs are expected to be incurred.
To determine the rate of escalation, three cost indices were consulted: the IHS Global Insight Highway
and Street Index, the Engineering News Record Construction Cost Index, and the IHS PPI Finished
Consumer Goods Index. For each year between 2013 (the base year) and 2020 (the opening year), the
highest of the three index values was taken for calculating the escalation rate used in the VBTES
conceptual cost estimates. Table 6 shows the index values between 2013 and 2020 along with the
rate for each year that was used in the estimates.
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 17
Table 6 | Construction Cost Indices for VBTES
Year
IHS Global Insight
Highway and Street
Index
ENR Construction
Cost Index
IHS PPI Finished
Consumer Goods Index
VBTES Rate
VBTES Cost Index
2013 Base 1.0000
2014 1.4 4.7 0.1 4.7 1.0470
2015 2.5 3.4 0.8 3.4 1.0826
2016 2.9 2.2 1.8 2.9 1.1140
2017 2.5 2.4 1.0 2.5 1.1418
2018 2.2 2.4 1.1 2.4 1.1692
2019 2.0 2.7 1.6 2.7 1.2008
2020 2.0 2.6 2.0 2.6 1.2320
The assumed years of expenditure are listed in Table 7.
Table 7 | Assumed Year of Expenditure
SCC Category
Description Year of
Expenditure
10-50 Construction items: Guideway and track, Stations, Support Facilities, Sitework and Special Conditions, Systems
2018a
60 Real estate currently owned by the City of Virginia Beach 2013
60 Real estate not currently owned by the City of Virginia Beach 2017
70 Vehicles 2019
80 Professional Services: Project Development 2016
80 Professional Services: Engineering 2017
80 Professional Services: Construction-related activities (project management, administration, insurance, legal, surveys and inspections)
2018a
80 Start-up activities 2020
90 Unallocated contingency 2018a
Source: HDR, Inc. August 2014
a 2018 is the assumed midpoint of construction year.
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 18
4.0 Summary of Conceptual Cost Estimates
4.1 Light Rail Transit Alternatives
Capital cost estimates were developed for the four LRT alternatives. Table 8 shows a summary of the
base year (2013) and year of expenditure costs for the LRT Alternatives and Town Center station
options. Additional details for each estimate can be found in the SCC worksheets in Appendix H-1 of
this report.
FTA’s SCC definitions state that costs of land for the project are included under Category 60 if that
value is to be used as part of the local match for federal funding. The methodology for developing the
conceptual costs for the VBTES has assumed that the costs of real estate that have already been
expended (for the former NSRR ROW and sites for the Witchduck and Town Center station park and
ride lots that are currently owned by the City of Virginia Beach) would be used as part of a local match
if federal funding were to be pursued; therefore, these costs are included in the Category 60 total.
The SCC worksheets do not provide separate line items to differentiate real estate that is currently
owned by the City of Virginia Beach from real estate that would be acquired in the future for this
project. The costs in Table 8 include the totals as shown on the SCC worksheets for each alternative,
the cost of expended real estate, and the cost of the remaining project elements through construction
and opening.
At the Town Center of Virginia Beach, four station options are under consideration: west of
Independence Boulevard (applicable to Alternative 1A only), over Independence Boulevard, over
Market Street, and west of Constitution Drive. The Independence and Market Street options would be
aerial stations, while the platforms for Town Center West and Constitution Drive would be at-grade.
Because the station types and structure lengths are different among the options, separate cost
estimates for each station option were developed for LRT Alternatives 1A, 1B, and 2 to determine if
changing the station location had a significant effect on the cost. The range of base year costs for
Alternative 1A was $264.5 million for the Town Center West option to $307.2 million for the
Constitution Drive option. This large difference can be attributed to the structure over Independence
Boulevard that would be required to build a station at Constitution but not for the location west of
Independence. For Alternatives 1B and 2, it was found that the difference between the highest cost
(Market Street) and lowest cost (Constitution Drive) station option was approximately $3.5 million in
the base year; in these alternatives, a full length bridge over Independence Boulevard and Market
Street would be built regardless of where the Town Center Station is located. The conceptual cost
estimate for Alternative 3 was developed with only the Independence station option. The Market
Street station location option in Alternative 2 was approximately $4.3 million more than the
Independence option, and the Constitution option in Alternative 2 was approximately $3.8 million less
than Independence. These differences are assumed to be valid for Alternative 3 as well, since the
conceptual designs are the same for Alternatives 2 and 3 in this area.
The total costs for Alternative 3 include as part of the transit project the reconstruction of the Laskin
Road roadway within the limits of the current VDOT project (Republic Road to Birdneck Road) using
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 19
the six-lane section identified in the conceptual design. A separate SCC worksheet has been prepared
to account for that roadway reconstruction.
Table 8 | Summary of LRT Alternative Conceptual Cost Estimate Totals
Base Year Dollars (x1000) YOE Dollars (x1000)
LRT Alternative Without
expended real estate
Expended real
estate cost
Total (SCC)
Without expended
real estate
Expended real
estate cost
Total (SCC)
Alternative 1A (Town Center West) $236,744 $27,715 $264,459 $276,325 $30,503 $306,828
Alternative 1A (Independence) $275,620 $27,715 $303,335 $321,676 $30,503 $352,179
Alternative 1A (Market) $274,814 $27,715 $302,529 $320,735 $30,503 $351,238
Alternative 1A (Constitution) $279,515 $27,715 $307,230 $326,219 $30,503 $356,722
Alternative 1B (Independence) $373,957 $34,508 $408,465 $436,192 $37,295 $473,487
Alternative 1B (Market) $377,600 $34,508 $412,108 $440,443 $37,295 $477,738
Alternative 1B (Constitution) $370,418 $34,508 $404,926 $432,065 $37,295 $469,360
Alternative 2 (Independence) $827,679 $58,146 $885,825 $966,348 $61,231 $1,027,579
Alternative 2 (Market) $831,323 $58,146 $889,469 $970,598 $61,231 $1,031,829
Alternative 2 (Constitution) $824,431 $58,146 $882,577 $962,558 $61,231 $1,023,789
Alternative 3* $1,076,905 $55,428 $1,132,333 $1,254,575 $59,270 $1,313,845
Source: HDR, Inc. August 2014
*Conceptual cost estimate for Alternative 3 is based on the Independence station option.
4.2 Bus Rapid Transit Alternatives
Cost estimates were developed for the three BRT alternatives in a similar manner as the LRT
alternatives, except that BRT Alternatives 1B, 2, and 3 only considered the Independence station
option at Town Center. BRT Alternative 1A considered the Independence station option and the
location west of Independence Boulevard. A summary of these estimates is in Table 9 with separate
columns for expended real estate similar to the method described for the LRT alternatives. The SCC
worksheets in Appendix H-1 provide additional information for the estimates in FTA’s Standard Cost
Categories format.
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 20
Table 9 | Summary of BRT Alternative Conceptual Cost Estimates
Base Year Dollars (x1000) YOE Dollars (x1000)
BRT Alternative
Without expended
real estate
Expended real
estate cost
Total (SCC)
Without expended
real estate
Expended real
estate cost
Total (SCC)
Alternative 1A (Town Center West) $227,395 $27,714 $255,109 $263,906 $30,500 $294,406
Alternative 1A (Independence) $270,377 $27,714 $298,091 $314,046 $30,500 $344,546
Alternative 1B $329,398 $34,506 $363,904 $384,189 $37,293 $421,482
Alternative 2 $593,793 $56,471 $650,264 $692,578 $59,271 $751,849
Alternative 3 $721,362 $45,140 $766,502 $838,500 $48,111 $886,611
Source: HDR, Inc. August 2014
5.0 Test of Reasonableness
As a check of costs, HDR examined the per mile costs of other BRT and LRT systems. Table 10 shows
the total year of expenditure costs for comparable light rail projects now being funded or considered
for funding by the Federal Transit Administration (excluding projects that are primarily tunnel) in
Fiscal Year 2014. Year of expenditure costs for these projects range from $63 million to more than
$204 million per mile. The LRT alternatives under consideration in the VBTES would cost $84.5 million
per mile (Alternative 2), $99.6 million per mile (Alternative 1B), $97.3 million per mile (Alternative 3),
and $108.7 million per mile (Alternative 1A). These costs are within the range of the other recent LRT
projects.
Table 11 shows the per mile total development costs for some similar BRT systems in the United
States, Canada, and Australia as shown in the Transit Cooperative Research Project’s Bus Rapid Transit
Practitioner’s Guide (TCRP Report 118), as well as BRT projects being funded or under consideration
by the Federal Transit Administration in Fiscal Year 2014. There are a wide range of costs from $1.2
million per mile to $60.9 million per mile, not accounting for inflation. The BRT Alternatives
considered under the VBTES range from $61.6 million per mile (Alternative 2) to $105.7 million per
mile (Alternative 1A). In between are Alternative 1B, at $87.7 million per mile, and Alternative 3, at a
cost of $65.7 million per mile. If inflation is considered, the costs of the VBTES alternatives would be
at the high end of the range of comparable BRT projects.
Virginia Beach Transit Extension Study February 2015
Appendix H: Conceptual Cost Estimates for Build Alternatives 21
Table 10 | Capital Costs for LRT Projects Requesting Section 5309 Funding, FY2014
LRT Project Total Capital
Cost (YOE millions)
Length (Miles)
Cost (millions/mile)
Sacramento South Corridor Phase 2 $270 4.3 $63
St. Paul-Minneapolis, Central Corridor LRT $957 9.8 $98
Charlotte, Northeast Corridor Blue Line Ext. $1,160 9.8 $118
Portland, Portland-Milwaukie Light Rail $1,490 7.3 $204
Dallas, Northwest/Southeast LRT MOS $1,406 21.0 $67
Houston, North Corridor LRT $756 5.2 $145
Houston, Southeast Corridor LRT $823 6.5 $127
Houston, University Corridor $1,563 11.36 $138 Source: FTA FY2014 Annual Report on Funding Recommendation
Table 11 | Recent BRT Project Costs
BRT Type and System Year Opened Miles Cost
(millions/mile)
Grade-Separated Busways
Adelaide, Australia (guided bus) 1989 7.5 $ 9.1
Brisbane, Australia 2001 10.3 $ 32.0
Ottawa 1983 16.0 $ 18.6
Pittsburgh: South Busway 1977 4.3 $ 6.3
Pittsburgh: East Busway 1983 6.8 $ 19.1
Pittsburgh: East Busway Extension 2003 2.3 $ 29.9
Pittsburgh: West Busway 2000 7.5 $ 50.0
New Britain-Hartford Busway (CT) 2015 (est.) 9.4 $ 60.9 (YOE)
At-Grade Busways (Off-Street)
Hartford: New Britain (proposed) 2007 9.6 $ 15.1
South Miami-Dade 1996 8.2 $ 7.2
South Miami-Dade Extension 2007 11.5 $ 1.2
Michigan-Grand River BRT (Lansing) 2016 (est.) 8.5 $ 25.3 (YOE)
Grand Rapids: Silver Line BRT (MI) 2014 (est.) 9.6 $ 4.2 (YOE) Sources: TCRP Report 118; FTA FY2014 Annual Report on Funding Recommendations
Virginia Beach Transit Extension Study February 2015
Draft Conceptual Cost Estimates for Build Alternatives
APPENDIX H-1:
FTA Standard Cost Category Worksheets
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 7/31/14
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT- Newtown to Town Center (West of Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 3.02 33,480 11,044 44,524 $14,743 33% 17% 52,06010.01 Guideway: At-grade exclusive right-of-way 3.02 6,695 2,343 9,038 $2,993 10,568
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 550 192 742 868
10.03 Guideway: At-grade in mixed traffic 0 0 0 0
10.04 Guideway: Aerial structure 10,091 3,532 13,623 15,929
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 2,672 935 3,607 4,217
10.09 Track: Direct fixation 0 0 0 0
10.10 Track: Embedded 0 0 0 0
10.11 Track: Ballasted 11,435 3,431 14,866 17,382
10.12 Track: Special (switches, turnouts) 2,038 611 2,649 3,097
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 3 1,928 578 2,507 $836 2% 1% 2,93120.01 At-grade station, stop, shelter, mall, terminal, platform 3 1,928 578 2,507 $836 2,931
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 0 0 0 0
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 0 0 0 0
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 3.02 1,587 476 2,063 $683 2% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 3.02 28,544 11,011 39,554 $13,097 29% 15% 46,24940.01 Demolition, Clearing, Earthwork 1,585 555 2,140 2,503
40.02 Site Utilities, Utility Relocation 15,857 6,343 22,200 25,957
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 2,328 931 3,259 3,81040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 2,222 889 3,110 3,63740.05 Site structures including retaining walls, sound walls 1,286 450 1,736 2,03040.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 4,794 1,678 6,471 7,56740.08 Temporary Facilities and other indirect costs during construction 472 165 637 745
50 SYSTEMS 3.02 34,111 11,939 46,049 $15,248 34% 17% 53,84350.01 Train control and signals 11,712 4,099 15,812 18,488
50.02 Traffic signals and crossing protection 1,962 687 2,649 3,098
50.03 Traction power supply: substations 9,495 3,323 12,818 14,987
50.04 Traction power distribution: catenary and third rail 6,173 2,160 8,333 9,743
50.05 Communications 3,575 1,251 4,826 5,643
50.06 Fare collection system and equipment 1,194 418 1,612 1,884
50.07 Central Control 0 0
3.02 99,650 35,048 134,698 $44,602 100% 51% 157,495
60 ROW, LAND, EXISTING IMPROVEMENTS 3.02 35,000 12,000 47,000 $15,563 18% 52,10660.01 Purchase or lease of real estate 35,000 12,000 47,000 52,10660.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 16 25,359 5,072 30,431 $1,902 12% 36,54270.01 Light Rail 4 17,474 3,495 20,968 $5,242 25,179
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 12 7,886 1,577 9,463 $789 11,363
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 3.02 34,877 12,267 47,144 $15,611 35% 18% 54,62180.01 Project Development 2,491 876 3,367 3,902
80.02 Engineering 11,958 4,206 16,164 18,727
80.03 Project Management for Design and Construction 4,982 1,752 6,735 7,803
80.04 Construction Administration & Management 7,972 2,804 10,776 12,485
80.05 Professional Liability and other Non-Construction Insurance 1,993 701 2,694 3,121
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 1,993 701 2,694 3,121
80.07 Surveys, Testing, Investigation, Inspection 1,993 701 2,694 3,121
80.08 Start up 1,495 526 2,020 2,341
Subtotal (10 - 80) 3.02 194,886 64,387 259,274 $85,852 98% 300,76590 UNALLOCATED CONTINGENCY 5,185 2% 6,063Subtotal (10 - 90) 3.02 264,459 $87,569 100% 306,828100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 3.02 264,459 $87,569 100% 306,828Allocated Contingency as % of Base Yr Dollars w/o Contingency 33.04%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.66%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.70%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $52,151YOE Total Project Cost per Mile Not Including Vehicles (X000) $89,499YOE Total Project Cost per Mile (X000) $101,599
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 7/31/14
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Town Center (Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 3.24 51,427 17,286 68,713 $21,208 42% 23% 80,34210.01 Guideway: At-grade exclusive right-of-way 3.24 6,490 2,271 8,761 $2,704 10,244
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 550 192 742 868
10.03 Guideway: At-grade in mixed traffic 0 0 0 0
10.04 Guideway: Aerial structure 27,021 9,458 36,479 42,653
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 3,088 1,081 4,169 4,875
10.09 Track: Direct fixation 0 0 0 0
10.10 Track: Embedded 0 0 0 0
10.11 Track: Ballasted 12,240 3,672 15,912 18,605
10.12 Track: Special (switches, turnouts) 2,038 611 2,649 3,097
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 3 3,685 1,181 4,866 $1,622 3% 2% 5,69020.01 At-grade station, stop, shelter, mall, terminal, platform 2 1,286 386 1,671 $836 1,954
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 881 264 1,145 $1,145 1,339
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,518 531 2,050 2,396
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 3.24 1,587 476 2,063 $637 1% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 3.24 29,238 11,280 40,518 $12,506 25% 13% 47,37640.01 Demolition, Clearing, Earthwork 1,650 578 2,228 2,605
40.02 Site Utilities, Utility Relocation 16,213 6,485 22,698 26,540
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 2,490 996 3,486 4,07640.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 2,222 889 3,110 3,63740.05 Site structures including retaining walls, sound walls 1,380 483 1,863 2,17940.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 4,794 1,678 6,471 7,56740.08 Temporary Facilities and other indirect costs during construction 490 172 662 773
50 SYSTEMS 3.24 34,645 12,126 46,770 $14,435 29% 15% 54,68650.01 Train control and signals 11,761 4,116 15,877 18,564
50.02 Traffic signals and crossing protection 1,962 687 2,649 3,098
50.03 Traction power supply: substations 9,495 3,323 12,818 14,987
50.04 Traction power distribution: catenary and third rail 6,398 2,239 8,637 10,099
50.05 Communications 3,835 1,342 5,178 6,054
50.06 Fare collection system and equipment 1,194 418 1,612 1,884
50.07 Central Control 0 0
3.24 120,582 42,348 162,931 $50,287 100% 54% 190,506
60 ROW, LAND, EXISTING IMPROVEMENTS 3.24 35,000 12,000 47,000 $14,506 15% 52,10660.01 Purchase or lease of real estate 35,000 12,000 47,000 52,10660.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 16 25,359 5,072 30,431 $1,902 10% 36,54270.01 Light Rail 4 17,474 3,495 20,968 $5,242 25,179
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 12 7,886 1,577 9,463 $789 11,363
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 3.24 42,204 14,822 57,026 $17,601 35% 19% 66,07080.01 Project Development 3,015 1,059 4,073 4,719
80.02 Engineering 14,470 5,082 19,552 22,652
80.03 Project Management for Design and Construction 6,029 2,117 8,147 9,439
80.04 Construction Administration & Management 9,647 3,388 13,034 15,102
80.05 Professional Liability and other Non-Construction Insurance 2,412 847 3,259 3,775
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2,412 847 3,259 3,775
80.07 Surveys, Testing, Investigation, Inspection 2,412 847 3,259 3,775
80.08 Start up 1,809 635 2,444 2,832
Subtotal (10 - 80) 3.24 223,145 74,242 297,388 $91,786 98% 345,22590 UNALLOCATED CONTINGENCY 5,948 2% 6,954Subtotal (10 - 90) 3.24 303,335 $93,622 100% 352,179100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 3.24 303,335 $93,622 100% 352,179Allocated Contingency as % of Base Yr Dollars w/o Contingency 33.27%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.67%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.94%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $58,798YOE Total Project Cost per Mile Not Including Vehicles (X000) $97,419YOE Total Project Cost per Mile (X000) $108,697
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 7/31/14
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Town Center (Market St. Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 3.23 50,783 17,062 67,845 $21,005 42% 22% 79,32810.01 Guideway: At-grade exclusive right-of-way 3.23 6,490 2,271 8,761 $2,712 10,244
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 550 192 742 868
10.03 Guideway: At-grade in mixed traffic 0 0 0 0
10.04 Guideway: Aerial structure 26,416 9,246 35,662 41,697
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 3,088 1,081 4,168 4,874
10.09 Track: Direct fixation 0 0 0 0
10.10 Track: Embedded 0 0 0 0
10.11 Track: Ballasted 12,202 3,661 15,863 18,548
10.12 Track: Special (switches, turnouts) 2,038 611 2,649 3,097
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 3 3,685 1,181 4,866 $1,622 3% 2% 5,69020.01 At-grade station, stop, shelter, mall, terminal, platform 2 1,286 386 1,671 $836 1,954
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 881 264 1,145 $1,145 1,339
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,518 531 2,050 2,396
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 3.23 1,587 476 2,063 $639 1% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 3.23 29,257 11,286 40,544 $12,552 25% 13% 47,40640.01 Demolition, Clearing, Earthwork 1,658 580 2,239 2,618
40.02 Site Utilities, Utility Relocation 16,213 6,485 22,698 26,540
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 2,490 996 3,486 4,07640.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 2,222 889 3,110 3,63740.05 Site structures including retaining walls, sound walls 1,376 482 1,857 2,17240.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 4,794 1,678 6,471 7,56740.08 Temporary Facilities and other indirect costs during construction 505 177 682 797
50 SYSTEMS 3.23 34,834 12,192 47,026 $14,559 29% 16% 54,98650.01 Train control and signals 11,758 4,115 15,874 18,561
50.02 Traffic signals and crossing protection 1,962 687 2,649 3,098
50.03 Traction power supply: substations 9,495 3,323 12,818 14,987
50.04 Traction power distribution: catenary and third rail 6,602 2,311 8,912 10,421
50.05 Communications 3,824 1,338 5,162 6,035
50.06 Fare collection system and equipment 1,194 418 1,612 1,884
50.07 Central Control 0 0
3.23 120,147 42,198 162,345 $50,262 100% 54% 189,821
60 ROW, LAND, EXISTING IMPROVEMENTS 3.23 35,000 12,000 47,000 $14,551 16% 52,10660.01 Purchase or lease of real estate 35,000 12,000 47,000 52,10660.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 16 25,359 5,072 30,431 $1,902 10% 36,54270.01 Light Rail 4 17,474 3,495 20,968 $5,242 25,179
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 12 7,886 1,577 9,463 $789 11,363
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 3.23 42,051 14,769 56,821 $17,592 35% 19% 65,83280.01 Project Development 3,004 1,055 4,059 4,702
80.02 Engineering 14,418 5,064 19,481 22,571
80.03 Project Management for Design and Construction 6,007 2,110 8,117 9,405
80.04 Construction Administration & Management 9,612 3,376 12,988 15,047
80.05 Professional Liability and other Non-Construction Insurance 2,403 844 3,247 3,762
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2,403 844 3,247 3,762
80.07 Surveys, Testing, Investigation, Inspection 2,403 844 3,247 3,762
80.08 Start up 1,802 633 2,435 2,821
Subtotal (10 - 80) 3.23 222,558 74,039 296,597 $91,826 98% 344,30290 UNALLOCATED CONTINGENCY 5,932 2% 6,936Subtotal (10 - 90) 3.23 302,529 $93,662 100% 351,238100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 3.23 302,529 $93,662 100% 351,238Allocated Contingency as % of Base Yr Dollars w/o Contingency 33.27%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.67%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.93%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $58,768YOE Total Project Cost per Mile Not Including Vehicles (X000) $97,429YOE Total Project Cost per Mile (X000) $108,742
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 7/31/14
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Town Center (Constitution Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 3.47 53,155 17,848 71,003 $20,462 43% 23% 83,02010.01 Guideway: At-grade exclusive right-of-way 3.47 7,227 2,530 9,757 $2,812 11,408
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 626 219 846 989
10.03 Guideway: At-grade in mixed traffic 0 0 0 0
10.04 Guideway: Aerial structure 26,708 9,348 36,055 42,157
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 3,468 1,214 4,681 5,473
10.09 Track: Direct fixation 0 0 0 0
10.10 Track: Embedded 0 0 0 0
10.11 Track: Ballasted 13,089 3,927 17,015 19,895
10.12 Track: Special (switches, turnouts) 2,038 611 2,649 3,097
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 3 1,928 578 2,507 $1,003 2% 1% 2,93120.01 At-grade station, stop, shelter, mall, terminal, platform 3 1,928 578 2,507 $1,003 2,931
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 0 0 0 0
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 0 0 0 0
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 3.47 1,587 476 2,063 $595 1% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 3.47 29,837 11,505 41,342 $11,914 25% 13% 48,33940.01 Demolition, Clearing, Earthwork 1,770 619 2,389 2,794
40.02 Site Utilities, Utility Relocation 16,434 6,574 23,007 26,901
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 2,598 1,039 3,637 4,25240.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 2,222 889 3,110 3,63740.05 Site structures including retaining walls, sound walls 1,478 517 1,996 2,33340.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 4,794 1,678 6,471 7,56740.08 Temporary Facilities and other indirect costs during construction 542 190 732 856
50 SYSTEMS 3.47 36,181 12,663 48,844 $14,076 29% 16% 57,11050.01 Train control and signals 12,061 4,221 16,283 19,039
50.02 Traffic signals and crossing protection 2,243 785 3,028 3,540
50.03 Traction power supply: substations 9,495 3,323 12,818 14,987
50.04 Traction power distribution: catenary and third rail 7,080 2,478 9,559 11,176
50.05 Communications 4,108 1,438 5,545 6,484
50.06 Fare collection system and equipment 1,194 418 1,612 1,884
50.07 Central Control 0 0
3.47 122,688 43,071 165,759 $47,769 100% 54% 193,813
60 ROW, LAND, EXISTING IMPROVEMENTS 3.47 35,000 12,000 47,000 $13,545 15% 52,10660.01 Purchase or lease of real estate 35,000 12,000 47,000 52,10660.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 16 25,359 5,072 30,431 $1,902 10% 36,54270.01 Light Rail 4 17,474 3,495 20,968 $5,242 25,179
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 12 7,886 1,577 9,463 $789 11,363
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 3.47 42,941 15,075 58,016 $16,719 35% 19% 67,21780.01 Project Development 3,067 1,077 4,144 4,801
80.02 Engineering 14,723 5,169 19,891 23,046
80.03 Project Management for Design and Construction 6,134 2,154 8,288 9,602
80.04 Construction Administration & Management 9,815 3,446 13,261 15,364
80.05 Professional Liability and other Non-Construction Insurance 2,454 861 3,315 3,841
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2,454 861 3,315 3,841
80.07 Surveys, Testing, Investigation, Inspection 2,454 861 3,315 3,841
80.08 Start up 1,840 646 2,486 2,881
Subtotal (10 - 80) 3.47 225,988 75,218 301,206 $86,803 98% 349,67990 UNALLOCATED CONTINGENCY 6,024 2% 7,044Subtotal (10 - 90) 3.47 307,230 $88,539 100% 356,722100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 3.47 307,230 $88,539 100% 356,722Allocated Contingency as % of Base Yr Dollars w/o Contingency 33.28%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.67%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.95%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $55,854YOE Total Project Cost per Mile Not Including Vehicles (X000) $92,271YOE Total Project Cost per Mile (X000) $102,802
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/13/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Rosemont (Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 4.76 68,509 22,815 91,324 $19,186 40% 22% 106,78010.01 Guideway: At-grade exclusive right-of-way 4.76 10,181 3,563 13,744 $2,887 16,070
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 738 258 997 1,165
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 30,079 10,528 40,607 47,480
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 4,242 1,485 5,726 6,695
10.09 Track: Direct fixation 154 46 201 235
10.10 Track: Embedded 2,576 773 3,349 3,915
10.11 Track: Ballasted 17,822 5,347 23,169 27,090
10.12 Track: Special (switches, turnouts) 2,717 815 3,532 4,129
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 4 4,327 1,374 5,701 $1,425 3% 1% 6,66620.01 At-grade station, stop, shelter, mall, terminal, platform 3 1,928 578 2,507 $836 2,931
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 881 264 1,145 $1,145 1,339
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,518 531 2,049 2,396
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 4.76 1,587 476 2,063 $433 1% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 4.76 46,114 17,828 63,941 $13,433 28% 16% 74,76340.01 Demolition, Clearing, Earthwork 2,543 890 3,433 4,014
40.02 Site Utilities, Utility Relocation 25,614 10,245 35,859 41,928
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 3,702 1,481 5,183 6,06040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 4,443 1,777 6,220 7,27340.05 Site structures including retaining walls, sound walls 1,751 613 2,363 2,76340.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 6,297 2,204 8,501 9,94040.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 4.76 46,868 16,404 63,272 $13,292 28% 15% 73,98050.01 Train control and signals 14,353 5,024 19,377 22,656
50.02 Traffic signals and crossing protection 3,354 1,174 4,528 5,295
50.03 Traction power supply: substations 11,868 4,154 16,022 18,734
50.04 Traction power distribution: catenary and third rail 11,309 3,958 15,268 17,852
50.05 Communications 4,491 1,572 6,062 7,089
50.06 Fare collection system and equipment 1,492 522 2,014 2,355
50.07 Central Control 0 0
4.76 167,406 58,897 226,302 $47,542 100% 55% 264,603
60 ROW, LAND, EXISTING IMPROVEMENTS 4.76 46,851 14,000 60,851 $12,784 15% 66,80960.01 Purchase or lease of real estate 46,851 14,000 60,851 66,80960.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 15 28,414 5,683 34,096 $2,273 8% 40,94370.01 Light Rail 5 21,842 4,368 26,211 $5,242 31,474
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 10 6,571 1,314 7,886 $789 9,469
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 4.76 58,592 20,614 79,206 $16,640 35% 19% 91,76780.01 Project Development 4,185 1,472 5,658 6,555
80.02 Engineering 20,089 7,068 27,156 31,463
80.03 Project Management for Design and Construction 8,370 2,945 11,315 13,110
80.04 Construction Administration & Management 13,392 4,712 18,104 20,975
80.05 Professional Liability and other Non-Construction Insurance 3,348 1,178 4,526 5,244
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 3,348 1,178 4,526 5,244
80.07 Surveys, Testing, Investigation, Inspection 3,348 1,178 4,526 5,244
80.08 Start up 2,511 883 3,395 3,933
Subtotal (10 - 80) 4.76 301,262 99,193 400,456 $84,129 98% 464,12390 UNALLOCATED CONTINGENCY 8,009 2% 9,365Subtotal (10 - 90) 4.76 408,465 $85,812 100% 473,487100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 4.76 408,465 $85,812 100% 473,487Allocated Contingency as % of Base Yr Dollars w/o Contingency 32.93%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.66%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.58%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $55,589YOE Total Project Cost per Mile Not Including Vehicles (X000) $90,871YOE Total Project Cost per Mile (X000) $99,472
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/13/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Rosemont (Market Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 4.76 70,470 23,500 93,970 $19,742 41% 23% 109,87410.01 Guideway: At-grade exclusive right-of-way 4.76 10,152 3,553 13,706 $2,879 16,025
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 738 258 997 1,165
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 32,053 11,218 43,271 50,595
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 4,242 1,485 5,726 6,695
10.09 Track: Direct fixation 227 68 295 345
10.10 Track: Embedded 2,576 773 3,349 3,915
10.11 Track: Ballasted 17,765 5,330 23,095 27,004
10.12 Track: Special (switches, turnouts) 2,717 815 3,532 4,129
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 4 4,327 1,374 5,701 $1,425 2% 1% 6,66620.01 At-grade station, stop, shelter, mall, terminal, platform 3 1,928 578 2,507 $836 2,931
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 881 264 1,145 $1,145 1,339
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,518 531 2,049 2,396
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 4.76 1,587 476 2,063 $433 1% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 4.76 46,114 17,828 63,941 $13,433 28% 16% 74,76340.01 Demolition, Clearing, Earthwork 2,543 890 3,433 4,014
40.02 Site Utilities, Utility Relocation 25,614 10,245 35,859 41,928
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 3,702 1,481 5,183 6,06040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 4,443 1,777 6,220 7,27340.05 Site structures including retaining walls, sound walls 1,751 613 2,363 2,76340.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 6,297 2,204 8,501 9,94040.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 4.76 46,868 16,404 63,272 $13,292 28% 15% 73,98050.01 Train control and signals 14,353 5,024 19,377 22,656
50.02 Traffic signals and crossing protection 3,354 1,174 4,528 5,295
50.03 Traction power supply: substations 11,868 4,154 16,022 18,734
50.04 Traction power distribution: catenary and third rail 11,309 3,958 15,268 17,852
50.05 Communications 4,491 1,572 6,062 7,089
50.06 Fare collection system and equipment 1,492 522 2,014 2,355
50.07 Central Control 0 0
4.76 169,366 59,582 228,948 $48,098 100% 56% 267,697
60 ROW, LAND, EXISTING IMPROVEMENTS 4.76 46,851 14,000 60,851 $12,784 15% 66,80960.01 Purchase or lease of real estate 46,851 14,000 60,851 66,80960.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 15 28,414 5,683 34,096 $2,273 8% 40,94370.01 Light Rail 5 21,842 4,368 26,211 $5,242 31,474
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 10 6,571 1,314 7,886 $789 9,469
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 4.76 59,278 20,854 80,132 $16,834 35% 19% 92,84080.01 Project Development 4,234 1,490 5,724 6,631
80.02 Engineering 20,324 7,150 27,474 31,831
80.03 Project Management for Design and Construction 8,468 2,979 11,447 13,263
80.04 Construction Administration & Management 13,549 4,767 18,316 21,221
80.05 Professional Liability and other Non-Construction Insurance 3,387 1,192 4,579 5,305
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 3,387 1,192 4,579 5,305
80.07 Surveys, Testing, Investigation, Inspection 3,387 1,192 4,579 5,305
80.08 Start up 2,540 894 3,434 3,979
Subtotal (10 - 80) 4.76 303,909 100,118 404,028 $84,880 98% 468,29090 UNALLOCATED CONTINGENCY 8,081 2% 9,448Subtotal (10 - 90) 4.76 412,108 $86,577 100% 477,738100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 4.76 412,108 $86,577 100% 477,738Allocated Contingency as % of Base Yr Dollars w/o Contingency 32.94%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.66%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.60%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $56,239YOE Total Project Cost per Mile Not Including Vehicles (X000) $91,764YOE Total Project Cost per Mile (X000) $100,365
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/13/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Rosemont (Constitution Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 4.76 68,509 22,815 91,324 $19,186 41% 23% 106,78010.01 Guideway: At-grade exclusive right-of-way 4.76 10,181 3,563 13,744 $2,887 16,070
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 738 258 997 1,165
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 30,079 10,528 40,607 47,480
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 4,242 1,485 5,726 6,695
10.09 Track: Direct fixation 154 46 201 235
10.10 Track: Embedded 2,576 773 3,349 3,915
10.11 Track: Ballasted 17,822 5,347 23,169 27,090
10.12 Track: Special (switches, turnouts) 2,717 815 3,532 4,129
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 4 2,409 723 3,132 $783 1% 1% 3,66220.01 At-grade station, stop, shelter, mall, terminal, platform 4 2,409 723 3,132 $783 3,662
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 0 0
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 0 0 0
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 4.76 1,587 476 2,063 $433 1% 1% 2,41330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 0 0 0 0
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 0 0 0 0
40 SITEWORK & SPECIAL CONDITIONS 4.76 46,114 17,828 63,941 $13,433 29% 16% 74,76340.01 Demolition, Clearing, Earthwork 2,543 890 3,433 4,014
40.02 Site Utilities, Utility Relocation 25,614 10,245 35,859 41,928
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 3,702 1,481 5,183 6,06040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 4,443 1,777 6,220 7,27340.05 Site structures including retaining walls, sound walls 1,751 613 2,363 2,76340.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 6,297 2,204 8,501 9,94040.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 4.76 46,868 16,404 63,272 $13,292 28% 16% 73,98050.01 Train control and signals 14,353 5,024 19,377 22,656
50.02 Traffic signals and crossing protection 3,354 1,174 4,528 5,295
50.03 Traction power supply: substations 11,868 4,154 16,022 18,734
50.04 Traction power distribution: catenary and third rail 11,309 3,958 15,268 17,852
50.05 Communications 4,491 1,572 6,062 7,089
50.06 Fare collection system and equipment 1,492 522 2,014 2,355
50.07 Central Control 0 0
4.76 165,487 58,245 223,732 $47,003 100% 55% 261,598
60 ROW, LAND, EXISTING IMPROVEMENTS 4.76 46,851 14,000 60,851 $12,784 15% 66,80960.01 Purchase or lease of real estate 46,851 14,000 60,851 66,80960.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 15 28,414 5,683 34,096 $2,273 8% 40,94370.01 Light Rail 5 21,842 4,368 26,211 $5,242 31,474
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 10 6,571 1,314 7,886 $789 9,469
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 4.76 57,920 20,386 78,306 $16,451 35% 19% 90,72580.01 Project Development 4,137 1,456 5,593 6,480
80.02 Engineering 19,858 6,989 26,848 31,106
80.03 Project Management for Design and Construction 8,274 2,912 11,187 12,961
80.04 Construction Administration & Management 13,239 4,660 17,899 20,737
80.05 Professional Liability and other Non-Construction Insurance 3,310 1,165 4,475 5,184
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 3,310 1,165 4,475 5,184
80.07 Surveys, Testing, Investigation, Inspection 3,310 1,165 4,475 5,184
80.08 Start up 2,482 874 3,356 3,888
Subtotal (10 - 80) 4.76 298,673 98,314 396,986 $83,400 98% 460,07690 UNALLOCATED CONTINGENCY 7,940 2% 9,284Subtotal (10 - 90) 4.76 404,926 $85,069 100% 469,360100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 4.76 404,926 $85,069 100% 469,360Allocated Contingency as % of Base Yr Dollars w/o Contingency 32.92%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.66%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.58%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $54,958YOE Total Project Cost per Mile Not Including Vehicles (X000) $90,003YOE Total Project Cost per Mile (X000) $98,605
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/13/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Oceanfront (Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 12.18 159,768 53,179 212,947 $17,483 39% 24% 248,98810.01 Guideway: At-grade exclusive right-of-way 12.18 26,059 9,121 35,180 $2,888 41,134
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 1,495 523 2,018 2,360
10.03 Guideway: At-grade in mixed traffic 995 348 1,344 1,571
10.04 Guideway: Aerial structure 65,801 23,030 88,832 103,866
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 10,609 3,713 14,322 16,746
10.09 Track: Direct fixation 419 126 544 636
10.10 Track: Embedded 2,576 773 3,349 3,915
10.11 Track: Ballasted 43,478 13,044 56,522 66,088
10.12 Track: Special (switches, turnouts) 8,336 2,501 10,836 12,670
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 8 6,775 2,108 8,883 $1,110 2% 1% 10,38620.01 At-grade station, stop, shelter, mall, terminal, platform 7 4,376 1,313 5,688 $813 6,651
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 881 264 1,145 $1,145 1,339
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,518 531 2,049 2,396
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 12.18 37,659 11,298 48,957 $4,019 9% 6% 57,24330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 23,256 6,977 30,232 35,349
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 12,816 3,845 16,661 19,481
40 SITEWORK & SPECIAL CONDITIONS 12.18 72,920 27,958 100,878 $8,282 19% 11% 117,95240.01 Demolition, Clearing, Earthwork 6,496 2,274 8,770 10,254
40.02 Site Utilities, Utility Relocation 33,908 13,563 47,471 55,506
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 7,404 2,962 10,365 12,12040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 7,405 2,962 10,367 12,12240.05 Site structures including retaining walls, sound walls 4,704 1,646 6,350 7,42540.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 11,239 3,934 15,173 17,74140.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 12.18 125,489 43,921 169,411 $13,909 31% 19% 198,08350.01 Train control and signals 37,049 12,967 50,016 58,481
50.02 Traffic signals and crossing protection 5,868 2,054 7,921 9,262
50.03 Traction power supply: substations 36,523 12,783 49,306 57,651
50.04 Traction power distribution: catenary and third rail 27,151 9,503 36,653 42,857
50.05 Communications 15,839 5,544 21,382 25,001
50.06 Fare collection system and equipment 3,060 1,071 4,132 4,831
50.07 Central Control 0 0
12.18 402,612 138,464 541,076 $44,423 100% 61% 632,651
60 ROW, LAND, EXISTING IMPROVEMENTS 12.18 68,000 14,000 82,000 $6,732 9% 87,95760.01 Purchase or lease of real estate 68,000 14,000 82,000 87,95760.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 21 50,913 5,091 56,004 $2,667 6% 67,25170.01 Light Rail 10 43,684 4,368 48,053 $4,805 57,702
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 11 7,229 723 7,951 $723 9,548
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 12.18 140,914 48,462 189,376 $15,548 35% 21% 219,41180.01 Project Development 10,065 3,462 13,527 15,672
80.02 Engineering 48,313 16,616 64,929 75,227
80.03 Project Management for Design and Construction 20,131 6,923 27,054 31,344
80.04 Construction Administration & Management 32,209 11,077 43,286 50,151
80.05 Professional Liability and other Non-Construction Insurance 8,052 2,769 10,822 12,538
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 8,052 2,769 10,822 12,538
80.07 Surveys, Testing, Investigation, Inspection 8,052 2,769 10,822 12,538
80.08 Start up 6,039 2,077 8,116 9,403
Subtotal (10 - 80) 12.18 662,439 206,017 868,456 $71,302 98% 1,007,27090 UNALLOCATED CONTINGENCY 17,369 2% 20,309Subtotal (10 - 90) 12.18 885,825 $72,728 100% 1,027,579100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 12.18 885,825 $72,728 100% 1,027,579Allocated Contingency as % of Base Yr Dollars w/o Contingency 31.10%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.62%
Total Contingency as % of Base Yr Dollars w/o Contingency 33.72%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $51,942YOE Total Project Cost per Mile Not Including Vehicles (X000) $78,845YOE Total Project Cost per Mile (X000) $84,366
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/13/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Oceanfront (Market Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 12.18 161,729 53,864 215,593 $17,701 40% 24% 252,08110.01 Guideway: At-grade exclusive right-of-way 12.18 26,031 9,111 35,141 $2,885 41,089
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 1,495 523 2,018 2,360
10.03 Guideway: At-grade in mixed traffic 995 348 1,344 1,571
10.04 Guideway: Aerial structure 67,775 23,721 91,496 106,981
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 10,609 3,713 14,322 16,746
10.09 Track: Direct fixation 491 147 639 747
10.10 Track: Embedded 2,576 773 3,349 3,915
10.11 Track: Ballasted 43,422 13,026 56,448 66,002
10.12 Track: Special (switches, turnouts) 8,336 2,501 10,836 12,670
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 8 6,775 2,108 8,883 $1,110 2% 1% 10,38620.01 At-grade station, stop, shelter, mall, terminal, platform 7 4,376 1,313 5,688 $813 6,651
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 881 264 1,145 $1,145 1,339
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,518 531 2,049 2,396
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 12.18 37,659 11,298 48,957 $4,019 9% 6% 57,24330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 23,256 6,977 30,232 35,349
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 12,816 3,845 16,661 19,481
40 SITEWORK & SPECIAL CONDITIONS 12.18 72,920 27,958 100,878 $8,282 19% 11% 117,95240.01 Demolition, Clearing, Earthwork 6,496 2,274 8,770 10,254
40.02 Site Utilities, Utility Relocation 33,908 13,563 47,471 55,506
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 7,404 2,962 10,365 12,12040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 7,405 2,962 10,367 12,12240.05 Site structures including retaining walls, sound walls 4,704 1,646 6,350 7,42540.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 11,239 3,934 15,173 17,74140.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 12.18 125,489 43,921 169,411 $13,909 31% 19% 198,08350.01 Train control and signals 37,049 12,967 50,016 58,481
50.02 Traffic signals and crossing protection 5,868 2,054 7,921 9,262
50.03 Traction power supply: substations 36,523 12,783 49,306 57,651
50.04 Traction power distribution: catenary and third rail 27,151 9,503 36,653 42,857
50.05 Communications 15,839 5,544 21,382 25,001
50.06 Fare collection system and equipment 3,060 1,071 4,132 4,831
50.07 Central Control 0 0
12.18 404,572 139,149 543,721 $44,641 100% 61% 635,745
60 ROW, LAND, EXISTING IMPROVEMENTS 12.18 68,000 14,000 82,000 $6,732 9% 87,95760.01 Purchase or lease of real estate 68,000 14,000 82,000 87,95760.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 21 50,913 5,091 56,004 $2,667 6% 67,25170.01 Light Rail 10 43,684 4,368 48,053 $4,805 57,702
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 11 7,229 723 7,951 $723 9,548
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 12.18 141,600 48,702 190,303 $15,624 35% 21% 220,48480.01 Project Development 10,114 3,479 13,593 15,749
80.02 Engineering 48,549 16,698 65,247 75,594
80.03 Project Management for Design and Construction 20,229 6,957 27,186 31,498
80.04 Construction Administration & Management 32,366 11,132 43,498 50,396
80.05 Professional Liability and other Non-Construction Insurance 8,091 2,783 10,874 12,599
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 8,091 2,783 10,874 12,599
80.07 Surveys, Testing, Investigation, Inspection 8,091 2,783 10,874 12,599
80.08 Start up 6,069 2,087 8,156 9,449
Subtotal (10 - 80) 12.18 665,085 206,943 872,028 $71,595 98% 1,011,43790 UNALLOCATED CONTINGENCY 17,441 2% 20,392Subtotal (10 - 90) 12.18 889,469 $73,027 100% 1,031,829100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 12.18 889,469 $73,027 100% 1,031,829Allocated Contingency as % of Base Yr Dollars w/o Contingency 31.12%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.62%
Total Contingency as % of Base Yr Dollars w/o Contingency 33.74%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $52,196YOE Total Project Cost per Mile Not Including Vehicles (X000) $79,194YOE Total Project Cost per Mile (X000) $84,715
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/13/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Oceanfront (Constitution Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 12.18 159,768 53,179 212,947 $17,483 40% 24% 248,98810.01 Guideway: At-grade exclusive right-of-way 12.18 26,059 9,121 35,180 $2,888 41,134
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 1,495 523 2,018 2,360
10.03 Guideway: At-grade in mixed traffic 995 348 1,344 1,571
10.04 Guideway: Aerial structure 65,801 23,030 88,832 103,866
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 10,609 3,713 14,322 16,746
10.09 Track: Direct fixation 419 126 544 636
10.10 Track: Embedded 2,576 773 3,349 3,915
10.11 Track: Ballasted 43,478 13,044 56,522 66,088
10.12 Track: Special (switches, turnouts) 8,336 2,501 10,836 12,670
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 8 5,018 1,506 6,524 $815 1% 1% 7,62820.01 At-grade station, stop, shelter, mall, terminal, platform 8 5,018 1,506 6,524 $815 7,628
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 0 0
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 0 0 0
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 12.18 37,659 11,298 48,957 $4,019 9% 6% 57,24330.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 23,256 6,977 30,232 35,349
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 12,816 3,845 16,661 19,481
40 SITEWORK & SPECIAL CONDITIONS 12.18 72,920 27,958 100,878 $8,282 19% 11% 117,95240.01 Demolition, Clearing, Earthwork 6,496 2,274 8,770 10,254
40.02 Site Utilities, Utility Relocation 33,908 13,563 47,471 55,506
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 7,404 2,962 10,365 12,12040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 7,405 2,962 10,367 12,12240.05 Site structures including retaining walls, sound walls 4,704 1,646 6,350 7,42540.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 11,239 3,934 15,173 17,74140.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 12.18 125,489 43,921 169,411 $13,909 31% 19% 198,08350.01 Train control and signals 37,049 12,967 50,016 58,481
50.02 Traffic signals and crossing protection 5,868 2,054 7,921 9,262
50.03 Traction power supply: substations 36,523 12,783 49,306 57,651
50.04 Traction power distribution: catenary and third rail 27,151 9,503 36,653 42,857
50.05 Communications 15,839 5,544 21,382 25,001
50.06 Fare collection system and equipment 3,060 1,071 4,132 4,831
50.07 Central Control 0 0
12.18 400,855 137,861 538,716 $44,230 100% 61% 629,893
60 ROW, LAND, EXISTING IMPROVEMENTS 12.18 68,000 14,000 82,000 $6,732 9% 87,95760.01 Purchase or lease of real estate 68,000 14,000 82,000 87,95760.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 21 50,913 5,091 56,004 $2,667 6% 67,25170.01 Light Rail 10 43,684 4,368 48,053 $4,805 57,702
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 11 7,229 723 7,951 $723 9,548
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 12.18 140,299 48,251 188,551 $15,480 35% 21% 218,45480.01 Project Development 10,021 3,447 13,468 15,604
80.02 Engineering 48,103 16,543 64,646 74,899
80.03 Project Management for Design and Construction 20,043 6,893 26,936 31,208
80.04 Construction Administration & Management 32,068 11,029 43,097 49,932
80.05 Professional Liability and other Non-Construction Insurance 8,017 2,757 10,774 12,483
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 8,017 2,757 10,774 12,483
80.07 Surveys, Testing, Investigation, Inspection 8,017 2,757 10,774 12,483
80.08 Start up 6,013 2,068 8,081 9,362
Subtotal (10 - 80) 12.18 660,068 205,204 865,271 $71,040 98% 1,003,55590 UNALLOCATED CONTINGENCY 17,305 2% 20,234Subtotal (10 - 90) 12.18 882,577 $72,461 100% 1,023,789100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 12.18 882,577 $72,461 100% 1,023,789Allocated Contingency as % of Base Yr Dollars w/o Contingency 31.09%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.62%
Total Contingency as % of Base Yr Dollars w/o Contingency 33.71%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $51,715YOE Total Project Cost per Mile Not Including Vehicles (X000) $78,534YOE Total Project Cost per Mile (X000) $84,055
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 10/21/13
Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Laskin Road Alternative 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 12.87 200,745 67,514 268,259 $20,844 42% 25% 313,66110.01 Guideway: At-grade exclusive right-of-way 12.87 28,434 9,952 38,385 $2,983 44,882
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 1,602 561 2,163 2,529
10.03 Guideway: At-grade in mixed traffic 3,445 1,206 4,651 5,438
10.04 Guideway: Aerial structure 101,543 35,540 137,083 160,284
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 10,789 3,776 14,566 17,031
10.09 Track: Direct fixation 419 126 544 636
10.10 Track: Embedded 6,075 1,822 7,897 9,234
10.11 Track: Ballasted 41,430 12,429 53,859 62,974
10.12 Track: Special (switches, turnouts) 7,008 2,102 9,110 10,652
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 10 10,702 3,363 14,065 $1,406 2% 1% 16,44520.01 At-grade station, stop, shelter, mall, terminal, platform 9 5,463 1,639 7,103 $789 8,305
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 2,202 661 2,863 $2,863 3,348
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 3,036 1,063 4,099 4,793
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 12.87 42,904 12,871 55,776 $4,334 9% 5% 65,21630.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 23,256 6,977 30,232 35,349
30.04 Storage or Maintenance of Way Building 1,587 476 2,063 2,413
30.05 Yard and Yard Track 18,062 5,418 23,480 27,454
40 SITEWORK & SPECIAL CONDITIONS 12.87 86,276 32,763 119,039 $9,249 19% 11% 139,18640.01 Demolition, Clearing, Earthwork 10,700 3,745 14,444 16,889
40.02 Site Utilities, Utility Relocation 36,521 14,608 51,130 59,783
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 7,404 2,962 10,365 12,12040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 7,405 2,962 10,367 12,12240.05 Site structures including retaining walls, sound walls 3,635 1,272 4,907 5,73740.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 18,847 6,597 25,444 29,75040.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 12.87 137,425 48,099 185,523 $14,415 29% 17% 216,92250.01 Train control and signals 31,705 11,097 42,802 50,046
50.02 Traffic signals and crossing protection 20,695 7,243 27,939 32,667
50.03 Traction power supply: substations 36,523 12,783 49,306 57,651
50.04 Traction power distribution: catenary and third rail 28,229 9,880 38,109 44,559
50.05 Communications 16,765 5,868 22,633 26,463
50.06 Fare collection system and equipment 3,508 1,228 4,736 5,537
50.07 Central Control 0 0
12.87 478,052 164,610 642,662 $49,935 100% 60% 751,431
60 ROW, LAND, EXISTING IMPROVEMENTS 12.87 100,400 34,000 134,400 $10,443 12% 147,79060.01 Purchase or lease of real estate 100,400 34,000 134,400 147,79060.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 21 50,913 5,091 56,004 $2,667 5% 67,25170.01 Light Rail 10 43,684 4,368 48,053 $4,805 57,702
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 11 7,229 723 7,951 $723 9,548
70.05 Other 0 0
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 12.87 167,318 57,613 224,932 $17,477 35% 21% 260,60580.01 Project Development 11,951 4,115 16,067 18,615
80.02 Engineering 57,366 19,753 77,119 89,350
80.03 Project Management for Design and Construction 23,903 8,230 32,133 37,229
80.04 Construction Administration & Management 38,244 13,169 51,413 59,567
80.05 Professional Liability and other Non-Construction Insurance 9,561 3,292 12,853 14,892
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 9,561 3,292 12,853 14,892
80.07 Surveys, Testing, Investigation, Inspection 9,561 3,292 12,853 14,892
80.08 Start up 7,171 2,469 9,640 11,169
Subtotal (10 - 80) 12.87 796,683 261,314 1,057,997 $82,206 98% 1,227,07690 UNALLOCATED CONTINGENCY 21,160 2% 24,741Subtotal (10 - 90) 12.87 1,079,157 $83,851 100% 1,251,817100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 12.87 1,079,157 $83,851 100% 1,251,817Allocated Contingency as % of Base Yr Dollars w/o Contingency 32.80%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.66%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.46%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $58,386YOE Total Project Cost per Mile Not Including Vehicles (X000) $92,041YOE Total Project Cost per Mile (X000) $97,266
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 10/21/13
Virginia Beach Transit Extension Project, Virginia Beach, VA Roadway By Others - Laskin Road Alternative 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 0.00 0 0 0 0% 0% 010.01 Guideway: At-grade exclusive right-of-way 0 0 #DIV/0!
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 #DIV/0!
10.03 Guideway: At-grade in mixed traffic 0 0 #DIV/0!
10.04 Guideway: Aerial structure 0 0 #DIV/0!
10.05 Guideway: Built-up fill 0 0 #DIV/0!
10.06 Guideway: Underground cut & cover 0 0 #DIV/0!
10.07 Guideway: Underground tunnel 0 0 #DIV/0!
10.08 Guideway: Retained cut or fill 0 0 #DIV/0!
10.09 Track: Direct fixation 0 0 #DIV/0!
10.10 Track: Embedded 0 0 #DIV/0!
10.11 Track: Ballasted 0 0 #DIV/0!
10.12 Track: Special (switches, turnouts) 0 0 #DIV/0!
10.13 Track: Vibration and noise dampening 0 0 #DIV/0!
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 0 0 0 0 0% 0% 020.01 At-grade station, stop, shelter, mall, terminal, platform 0 0 #DIV/0!
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 0 #DIV/0!
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0 #DIV/0!
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0 #DIV/0!
20.05 Joint development 0 0 #DIV/0!
20.06 Automobile parking multi-story structure 0 0 #DIV/0!
20.07 Elevators, escalators 0 0 #DIV/0!
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 0.00 0 0 0 0% 0% 030.01 Administration Building: Office, sales, storage, revenue counting 0 0 #DIV/0!
30.02 Light Maintenance Facility 0 0 #DIV/0!
30.03 Heavy Maintenance Facility 0 0 #DIV/0!
30.04 Storage or Maintenance of Way Building 0 0 #DIV/0!
30.05 Yard and Yard Track 0 0 #DIV/0!
40 SITEWORK & SPECIAL CONDITIONS 0.00 25,592 9,241 34,833 90% 66% 40,72940.01 Demolition, Clearing, Earthwork 5,844 2,046 7,890 9,225
40.02 Site Utilities, Utility Relocation 5,678 2,271 7,949 9,294
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 0 0 040.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 0 0 040.05 Site structures including retaining walls, sound walls 4,719 1,652 6,371 7,44940.06 Pedestrian / bike access and accommodation, landscaping 0 0 040.07 Automobile, bus, van accessways including roads, parking lots 7,587 2,656 10,243 11,97640.08 Temporary Facilities and other indirect costs during construction 1,764 617 2,381 2,784
50 SYSTEMS 0.00 2,803 981 3,785 10% 7% 4,42550.01 Train control and signals 2,803 981 3,785 4,425
50.02 Traffic signals and crossing protection 0 0 0
50.03 Traction power supply: substations 0 0 0
50.04 Traction power distribution: catenary and third rail 0 0 0
50.05 Communications 0 0 0
50.06 Fare collection system and equipment 0 0 0
50.07 Central Control 0 0 0
0.00 28,395 10,222 38,618 100% 73% 45,154
60 ROW, LAND, EXISTING IMPROVEMENTS 0.00 0 0 0 0% 060.01 Purchase or lease of real estate 0 #DIV/0!60.02 Relocation of existing households and businesses 0 #DIV/0!
70 VEHICLES (number) 0 0 0 0 0% 070.01 Light Rail 0 #DIV/0!
70.02 Heavy Rail 0 #DIV/0!
70.03 Commuter Rail 0 #DIV/0!
70.04 Bus 0 #DIV/0!
70.05 Other 0 #DIV/0!
70.06 Non-revenue vehicles 0 #DIV/0!
70.07 Spare parts 0 #DIV/0!
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 0.00 9,938 3,578 13,516 35% 25% 15,66080.01 Project Development 710 256 965 1,119
80.02 Engineering 3,407 1,227 4,634 5,369
80.03 Project Management for Design and Construction 1,420 511 1,931 2,237
80.04 Construction Administration & Management 2,272 818 3,089 3,579
80.05 Professional Liability and other Non-Construction Insurance 568 204 772 895
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 568 204 772 895
80.07 Surveys, Testing, Investigation, Inspection 568 204 772 895
80.08 Start up 426 153 579 671
Subtotal (10 - 80) 0.00 38,334 13,800 52,134 98% 60,81490 UNALLOCATED CONTINGENCY 1,043 2% 1,219Subtotal (10 - 90) 0.00 53,177 100% 62,033100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 0.00 53,177 100% 62,033Allocated Contingency as % of Base Yr Dollars w/o Contingency 36.00%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.72%
Total Contingency as % of Base Yr Dollars w/o Contingency 38.72%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) #DIV/0!YOE Total Project Cost per Mile Not Including Vehicles (X000) #DIV/0!YOE Total Project Cost per Mile (X000) #DIV/0!
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 7/23/14
Virginia Beach Transit Extension Project, Virginia Beach, VA BRT- Newtown to Town Center (West of Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 2.96 27,601 9,660 37,261 $12,588 27% 15% 43,56710.01 Guideway: At-grade exclusive right-of-way 2.96 11,851 4,148 15,999 $5,405 18,707
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 0
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 12,109 4,238 16,347 19,114
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 3,641 1,274 4,915 5,747
10.09 Track: Direct fixation 0 0 0
10.10 Track: Embedded 0 0 0
10.11 Track: Ballasted 0 0 0
10.12 Track: Special (switches, turnouts) 0 0 0
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 3 3,237 971 4,208 $1,403 3% 2% 4,92020.01 At-grade station, stop, shelter, mall, terminal, platform 3 3,237 971 4,208 $1,403 4,920
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 0 0 0 0
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 0 0 0 0
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 2.96 23,053 6,916 29,969 $10,125 22% 12% 35,04130.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 18,380 5,514 23,893 27,937
30.04 Storage or Maintenance of Way Building 3,197 959 4,157 4,860
30.05 Yard and Yard Track 1,476 443 1,919 2,243
40 SITEWORK & SPECIAL CONDITIONS 2.96 31,331 11,969 43,299 $14,628 32% 17% 50,62840.01 Demolition, Clearing, Earthwork 1,291 452 1,743 2,038
40.02 Site Utilities, Utility Relocation 15,822 6,329 22,151 25,900
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 2,003 801 2,804 3,27840.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 2,240 896 3,136 3,66740.05 Site structures including retaining walls, sound walls 1,269 444 1,713 2,00340.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 8,226 2,879 11,105 12,98540.08 Temporary Facilities and other indirect costs during construction 480 168 648 758
50 SYSTEMS 2.96 15,731 5,506 21,237 $7,175 16% 8% 24,83150.01 Train control and signals 500 175 675 789
50.02 Traffic signals and crossing protection 10,163 3,557 13,720 16,042
50.03 Traction power supply: substations 0 0 0
50.04 Traction power distribution: catenary and third rail 0 0 0
50.05 Communications 3,840 1,344 5,184 6,061
50.06 Fare collection system and equipment 1,228 430 1,658 1,938
50.07 Central Control 0 0
2.96 100,952 35,022 135,973 $45,937 100% 53% 158,986
60 ROW, LAND, EXISTING IMPROVEMENTS 2.96 35,000 12,000 47,000 $15,878 18% 50,96560.01 Purchase or lease of real estate 35,000 12,000 47,000 50,96560.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 19 16,286 3,257 19,543 $1,029 8% 23,46770.01 Light Rail 0 0
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 12 7,886 1,577 9,463 $789 11,363
70.05 Other 7 8,400 1,680 10,080 $1,440 12,104
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 2.96 35,333 12,258 47,591 $16,078 35% 19% 55,13880.01 Project Development 2,524 876 3,399 3,938
80.02 Engineering 12,114 4,203 16,317 18,905
80.03 Project Management for Design and Construction 5,048 1,751 6,799 7,877
80.04 Construction Administration & Management 8,076 2,802 10,878 12,603
80.05 Professional Liability and other Non-Construction Insurance 2,019 700 2,719 3,151
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2,019 700 2,719 3,151
80.07 Surveys, Testing, Investigation, Inspection 2,019 700 2,719 3,151
80.08 Start up 1,514 525 2,040 2,363
Subtotal (10 - 80) 2.96 187,570 62,537 250,107 $84,496 98% 288,55790 UNALLOCATED CONTINGENCY 5,002 2% 5,849Subtotal (10 - 90) 2.96 255,109 $86,185 100% 294,406100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 2.96 255,109 $86,185 100% 294,406Allocated Contingency as % of Base Yr Dollars w/o Contingency 33.34%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.67%
Total Contingency as % of Base Yr Dollars w/o Contingency 36.01%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $53,712YOE Total Project Cost per Mile Not Including Vehicles (X000) $91,533YOE Total Project Cost per Mile (X000) $99,461
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 7/23/14
Virginia Beach Transit Extension Project, Virginia Beach, VA BRT- Newtown to Town Center (East of Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 3.34 48,257 16,890 65,147 $19,505 39% 22% 76,17410.01 Guideway: At-grade exclusive right-of-way 3.34 11,952 4,183 16,136 $4,831 18,867
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 0
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 31,405 10,992 42,397 49,573
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 4,900 1,715 6,615 7,734
10.09 Track: Direct fixation 0 0 0
10.10 Track: Embedded 0 0 0
10.11 Track: Ballasted 0 0 0
10.12 Track: Special (switches, turnouts) 0 0 0
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 3 5,893 1,844 7,737 $2,579 5% 3% 9,04620.01 At-grade station, stop, shelter, mall, terminal, platform 3 2,589 777 3,366 $1,122 3,936
20.02 Aerial station, stop, shelter, mall, terminal, platform 0 1,775 532 2,307 2,697
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,529 535 2,064 2,413
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 3.34 23,053 6,916 29,969 $8,973 18% 10% 35,04130.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 18,380 5,514 23,893 27,937
30.04 Storage or Maintenance of Way Building 3,197 959 4,157 4,860
30.05 Yard and Yard Track 1,476 443 1,919 2,243
40 SITEWORK & SPECIAL CONDITIONS 3.34 30,633 11,849 42,482 $12,719 25% 14% 49,67240.01 Demolition, Clearing, Earthwork 1,467 514 1,981 2,316
40.02 Site Utilities, Utility Relocation 17,738 7,095 24,833 29,035
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 2,276 910 3,186 3,72640.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 2,542 1,017 3,559 4,16140.05 Site structures including retaining walls, sound walls 1,440 504 1,944 2,27340.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 4,626 1,619 6,245 7,30240.08 Temporary Facilities and other indirect costs during construction 544 190 734 859
50 SYSTEMS 3.34 16,187 5,666 21,853 $6,543 13% 7% 25,55150.01 Train control and signals 500 175 675 789
50.02 Traffic signals and crossing protection 10,163 3,557 13,720 16,042
50.03 Traction power supply: substations 0 0 0
50.04 Traction power distribution: catenary and third rail 0 0 0
50.05 Communications 4,296 1,504 5,800 6,782
50.06 Fare collection system and equipment 1,228 430 1,658 1,938
50.07 Central Control 0 0
3.34 124,023 43,165 167,188 $50,056 100% 56% 195,484
60 ROW, LAND, EXISTING IMPROVEMENTS 3.34 35,000 12,000 47,000 $14,072 16% 50,96560.01 Purchase or lease of real estate 35,000 12,000 47,000 50,96560.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 19 16,286 3,257 19,543 $1,029 7% 23,46770.01 Light Rail 0 0
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 12 7,886 1,577 9,463 $789 11,363
70.05 Other 7 8,400 1,680 10,080 $1,440 12,104
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 3.34 43,408 15,108 58,516 $17,520 35% 20% 67,79680.01 Project Development 3,101 1,079 4,180 4,843
80.02 Engineering 14,883 5,180 20,063 23,244
80.03 Project Management for Design and Construction 6,201 2,158 8,359 9,685
80.04 Construction Administration & Management 9,922 3,453 13,375 15,496
80.05 Professional Liability and other Non-Construction Insurance 2,480 863 3,344 3,874
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 2,480 863 3,344 3,874
80.07 Surveys, Testing, Investigation, Inspection 2,480 863 3,344 3,874
80.08 Start up 1,860 647 2,508 2,906
Subtotal (10 - 80) 3.34 218,717 73,530 292,246 $87,499 98% 337,71290 UNALLOCATED CONTINGENCY 5,845 2% 6,834Subtotal (10 - 90) 3.34 298,091 $89,249 100% 344,546100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 3.34 298,091 $89,249 100% 344,546Allocated Contingency as % of Base Yr Dollars w/o Contingency 33.62%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.67%
Total Contingency as % of Base Yr Dollars w/o Contingency 36.29%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $58,528YOE Total Project Cost per Mile Not Including Vehicles (X000) $96,131YOE Total Project Cost per Mile (X000) $103,158
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/20/13
Virginia Beach Transit Extension Project, Virginia Beach, VA BRT - Newtown to Rosemont (Independence Option) 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 4.73 60,258 21,090 81,348 $17,198 37% 22% 95,11610.01 Guideway: At-grade exclusive right-of-way 4.73 18,822 6,588 25,409 $5,372 29,710
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 0
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 35,026 12,259 47,284 55,287
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 6,411 2,244 8,655 10,120
10.09 Track: Direct fixation 0 0 0
10.10 Track: Embedded 0 0 0
10.11 Track: Ballasted 0 0 0
10.12 Track: Special (switches, turnouts) 0 0 0
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 4 6,864 2,136 8,999 $2,250 4% 2% 10,52220.01 At-grade station, stop, shelter, mall, terminal, platform 3 3,560 1,068 4,628 $1,543 5,412
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 1,775 532 2,307 $2,307 2,697
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,529 535 2,064 2,413
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 4.73 23,053 6,916 29,969 $6,336 14% 8% 35,04130.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 18,380 5,514 23,893 27,937
30.04 Storage or Maintenance of Way Building 3,197 959 4,157 4,860
30.05 Yard and Yard Track 1,476 443 1,919 2,243
40 SITEWORK & SPECIAL CONDITIONS 4.73 44,954 17,399 62,353 $13,183 29% 17% 72,90640.01 Demolition, Clearing, Earthwork 2,260 791 3,051 3,567
40.02 Site Utilities, Utility Relocation 26,262 10,505 36,767 42,989
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 3,331 1,333 4,664 5,45340.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 3,709 1,484 5,193 6,07240.05 Site structures including retaining walls, sound walls 2,222 778 2,999 3,50740.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 6,376 2,232 8,608 10,06540.08 Temporary Facilities and other indirect costs during construction 794 278 1,072 1,253
50 SYSTEMS 4.73 26,248 9,187 35,434 $7,491 16% 10% 41,43250.01 Train control and signals 500 175 675 789
50.02 Traffic signals and crossing protection 17,481 6,118 23,600 27,594
50.03 Traction power supply: substations 0 0 0
50.04 Traction power distribution: catenary and third rail 0 0 0
50.05 Communications 6,386 2,235 8,622 10,081
50.06 Fare collection system and equipment 1,880 658 2,538 2,968
50.07 Central Control 0 0
4.73 161,376 56,727 218,104 $46,111 100% 60% 255,017
60 ROW, LAND, EXISTING IMPROVEMENTS 4.73 35,562 8,800 44,362 $9,379 12% 48,10760.01 Purchase or lease of real estate 35,562 8,800 44,362 48,10760.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 17 14,971 2,994 17,966 $1,057 5% 21,57470.01 Light Rail 0 0 0
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 10 6,571 1,314 7,886 $789 9,469
70.05 Other 7 8,400 1,680 10,080 $1,440 12,104
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 4.73 56,482 19,855 76,336 $16,139 35% 21% 88,44380.01 Project Development 4,034 1,418 5,453 6,317
80.02 Engineering 19,365 6,807 26,172 30,323
80.03 Project Management for Design and Construction 8,069 2,836 10,905 12,635
80.04 Construction Administration & Management 12,910 4,538 17,448 20,216
80.05 Professional Liability and other Non-Construction Insurance 3,228 1,135 4,362 5,054
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 3,228 1,135 4,362 5,054
80.07 Surveys, Testing, Investigation, Inspection 3,228 1,135 4,362 5,054
80.08 Start up 2,421 851 3,272 3,790
Subtotal (10 - 80) 4.73 268,392 88,376 356,768 $75,427 98% 413,14090 UNALLOCATED CONTINGENCY 7,135 2% 8,343Subtotal (10 - 90) 4.73 363,903 $76,935 100% 421,483100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 4.73 363,903 $76,935 100% 421,483Allocated Contingency as % of Base Yr Dollars w/o Contingency 32.93%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.66%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.59%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $53,915YOE Total Project Cost per Mile Not Including Vehicles (X000) $84,548YOE Total Project Cost per Mile (X000) $89,109
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 9/20/13
Virginia Beach Transit Extension Project, Virginia Beach, VA BRT - Newtown to Oceanfront 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 12.18 131,402 45,991 177,392 $14,564 45% 27% 207,41510.01 Guideway: At-grade exclusive right-of-way 12.18 42,104 14,736 56,840 $4,667 66,460
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 0
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 76,275 26,696 102,971 120,399
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 13,023 4,558 17,581 20,557
10.09 Track: Direct fixation 0 0 0
10.10 Track: Embedded 0 0 0
10.11 Track: Ballasted 0 0 0
10.12 Track: Special (switches, turnouts) 0 0 0
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 8 12,042 3,689 15,731 $1,966 4% 2% 18,39420.01 At-grade station, stop, shelter, mall, terminal, platform 7 8,739 2,622 11,361 $1,623 13,283
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 1,775 532 2,307 $2,307 2,697
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,529 535 2,064 2,413
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 12.18 23,053 6,916 29,969 $2,460 8% 5% 35,04130.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 18,380 5,514 23,893 27,937
30.04 Storage or Maintenance of Way Building 3,197 959 4,157 4,860
30.05 Yard and Yard Track 1,476 443 1,919 2,243
40 SITEWORK & SPECIAL CONDITIONS 12.18 73,051 28,011 101,063 $8,297 25% 16% 118,16740.01 Demolition, Clearing, Earthwork 6,542 2,290 8,831 10,326
40.02 Site Utilities, Utility Relocation 34,007 13,603 47,610 55,668
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 7,455 2,982 10,436 12,20340.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 7,405 2,962 10,367 12,12240.05 Site structures including retaining walls, sound walls 4,736 1,658 6,393 7,47540.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 11,131 3,896 15,026 17,56940.08 Temporary Facilities and other indirect costs during construction 1,776 622 2,398 2,804
50 SYSTEMS 12.18 54,535 19,087 73,622 $6,044 19% 11% 86,08250.01 Train control and signals 500 175 675 789
50.02 Traffic signals and crossing protection 35,061 12,271 47,332 55,342
50.03 Traction power supply: substations 0 0 0
50.04 Traction power distribution: catenary and third rail 0 0 0
50.05 Communications 15,892 5,562 21,454 25,085
50.06 Fare collection system and equipment 3,082 1,079 4,161 4,865
50.07 Central Control 0 0
12.18 294,083 103,694 397,777 $32,658 100% 61% 465,100
60 ROW, LAND, EXISTING IMPROVEMENTS 12.18 64,000 12,000 76,000 $6,240 12% 81,10660.01 Purchase or lease of real estate 64,000 12,000 76,000 81,10660.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 22 20,429 4,086 24,514 $1,114 4% 29,43770.01 Light Rail 0 0 0
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 11 7,229 1,446 8,674 $789 10,416
70.05 Other 11 13,200 2,640 15,840 $1,440 19,021
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 12.18 102,929 36,293 139,222 $11,430 35% 21% 161,30280.01 Project Development 7,352 2,592 9,944 11,522
80.02 Engineering 35,290 12,443 47,733 55,304
80.03 Project Management for Design and Construction 14,704 5,185 19,889 23,043
80.04 Construction Administration & Management 23,527 8,296 31,822 36,869
80.05 Professional Liability and other Non-Construction Insurance 5,882 2,074 7,956 9,217
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 5,882 2,074 7,956 9,217
80.07 Surveys, Testing, Investigation, Inspection 5,882 2,074 7,956 9,217
80.08 Start up 4,411 1,555 5,967 6,913
Subtotal (10 - 80) 12.18 481,440 156,073 637,513 $52,341 98% 736,94590 UNALLOCATED CONTINGENCY 12,750 2% 14,908Subtotal (10 - 90) 12.18 650,263 $53,388 100% 751,853100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 12.18 650,263 $53,388 100% 751,853Allocated Contingency as % of Base Yr Dollars w/o Contingency 32.42%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.65%
Total Contingency as % of Base Yr Dollars w/o Contingency 35.07%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $38,186YOE Total Project Cost per Mile Not Including Vehicles (X000) $59,312YOE Total Project Cost per Mile (X000) $61,729
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
M A I N W O R K S H E E T - B U I L D A L T E R N A T I V E (Rev.15, August, 2013)
Hampton Roads Transit 10/21/13
Virginia Beach Transit Extension Project, Virginia Beach, VA BRT - Laskin Alternative 2013
Project Development 2020
Quantity Base YearDollars w/o
Contingency(X000)
Base Year Dollars
Allocated Contingency
(X000)
Base YearDollarsTOTAL(X000)
Base YearDollars Unit
Cost(X000)
Base Year Dollars
Percentageof
ConstructionCost
Base YearDollars
Percentageof
TotalProject Cost
YOE Dollars Total
(X000)
10 GUIDEWAY & TRACK ELEMENTS (route miles) 12.87 112,648 39,427 152,075 $11,816 37% 21% 177,81310.01 Guideway: At-grade exclusive right-of-way 12.87 36,163 12,657 48,821 $3,793 57,083
10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 0
10.03 Guideway: At-grade in mixed traffic 0 0 0
10.04 Guideway: Aerial structure 66,077 23,127 89,204 104,301
10.05 Guideway: Built-up fill 0 0 0
10.06 Guideway: Underground cut & cover 0 0 0
10.07 Guideway: Underground tunnel 0 0 0
10.08 Guideway: Retained cut or fill 10,408 3,643 14,051 16,429
10.09 Track: Direct fixation 0 0 0
10.10 Track: Embedded 0 0 0
10.11 Track: Ballasted 0 0 0
10.12 Track: Special (switches, turnouts) 0 0 0
10.13 Track: Vibration and noise dampening 0 0
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 11 15,926 4,854 20,781 $1,889 5% 3% 24,29820.01 At-grade station, stop, shelter, mall, terminal, platform 10 12,623 3,787 16,410 $1,641 19,187
20.02 Aerial station, stop, shelter, mall, terminal, platform 1 1,775 532 2,307 $2,307 2,697
20.03 Underground station, stop, shelter, mall, terminal, platform 0 0
20.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 0
20.05 Joint development 0 0
20.06 Automobile parking multi-story structure 0 0 0
20.07 Elevators, escalators 1,529 535 2,064 2,413
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 12.87 23,053 6,916 29,969 $2,329 7% 4% 35,04130.01 Administration Building: Office, sales, storage, revenue counting 0 0
30.02 Light Maintenance Facility 0 0
30.03 Heavy Maintenance Facility 18,380 5,514 23,893 27,937
30.04 Storage or Maintenance of Way Building 3,197 959 4,157 4,860
30.05 Yard and Yard Track 1,476 443 1,919 2,243
40 SITEWORK & SPECIAL CONDITIONS 12.87 109,461 42,281 151,742 $11,790 36% 21% 177,42440.01 Demolition, Clearing, Earthwork 9,608 3,363 12,970 15,165
40.02 Site Utilities, Utility Relocation 64,530 25,812 90,342 105,633
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments 7,455 2,982 10,436 12,20340.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 7,405 2,962 10,367 12,12240.05 Site structures including retaining walls, sound walls 3,130 1,095 4,225 4,94040.06 Pedestrian / bike access and accommodation, landscaping 0 040.07 Automobile, bus, van accessways including roads, parking lots 15,557 5,445 21,002 24,55740.08 Temporary Facilities and other indirect costs during construction 1,776 622 2,398 2,804
50 SYSTEMS 12.87 45,361 15,876 61,237 $4,758 15% 9% 71,60150.01 Train control and signals 500 175 675 789
50.02 Traffic signals and crossing protection 24,917 8,721 33,638 39,331
50.03 Traction power supply: substations 0 0 0
50.04 Traction power distribution: catenary and third rail 0 0 0
50.05 Communications 16,711 5,849 22,560 26,378
50.06 Fare collection system and equipment 3,233 1,131 4,364 5,102
50.07 Central Control 0 0
12.87 306,449 109,354 415,803 $32,308 100% 58% 486,176
60 ROW, LAND, EXISTING IMPROVEMENTS 12.87 85,500 26,550 112,050 $8,706 16% 122,27060.01 Purchase or lease of real estate 85,500 26,550 112,050 122,27060.02 Relocation of existing households and businesses 0 0
70 VEHICLES (number) 23 21,629 4,326 25,954 $1,128 4% 31,16670.01 Light Rail 0 0 0
70.02 Heavy Rail 0 0
70.03 Commuter Rail 0 0
70.04 Bus 11 7,229 1,446 8,674 $789 10,416
70.05 Other 12 14,400 2,880 17,280 $1,440 20,750
70.06 Non-revenue vehicles 0 0
70.07 Spare parts 0 0
80 PROFESSIONAL SERVICES (applies to Cats. 10-50) 12.87 107,257 38,274 145,531 $11,308 35% 20% 168,61280.01 Project Development 7,661 2,734 10,395 12,044
80.02 Engineering 36,774 13,122 49,896 57,810
80.03 Project Management for Design and Construction 15,322 5,468 20,790 24,087
80.04 Construction Administration & Management 24,516 8,748 33,264 38,540
80.05 Professional Liability and other Non-Construction Insurance 6,129 2,187 8,316 9,635
80.06 Legal; Permits; Review Fees by other agencies, cities, etc. 6,129 2,187 8,316 9,635
80.07 Surveys, Testing, Investigation, Inspection 6,129 2,187 8,316 9,635
80.08 Start up 4,597 1,640 6,237 7,226
Subtotal (10 - 80) 12.87 520,834 178,504 699,338 $54,339 98% 808,22490 UNALLOCATED CONTINGENCY 13,987 2% 16,354Subtotal (10 - 90) 12.87 713,325 $55,425 100% 824,578100 FINANCE CHARGES 0 0% 0
Total Project Cost (10 - 100) 12.87 713,325 $55,425 100% 824,578Allocated Contingency as % of Base Yr Dollars w/o Contingency 34.27%
Unallocated Contingency as % of Base Yr Dollars w/o Contingency 2.69%
Total Contingency as % of Base Yr Dollars w/o Contingency 36.96%
Unallocated Contingency as % of Subtotal (10 - 80) 2.00%
YOE Construction Cost per Mile (X000) $37,776YOE Total Project Cost per Mile Not Including Vehicles (X000) $61,648YOE Total Project Cost per Mile (X000) $64,070
Construction Subtotal (10 - 50)
Today's Date
Yr of Base Year $
Yr of Revenue Ops
Virginia Beach Transit Extension Study February 2015
Draft Conceptual Cost Estimates for Build Alternatives
APPENDIX H-2: Cost Estimate Backup Details
Cost Estimate Details LRT Alternative 1A
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles) Stationing off Eastbound unless noted10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
485+43.28 to 491+81.19 638 LF $162.710103,794.34$ Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
493+27.22 to 503+10.96 984 LF $162.71 160,064.34$
505+76.33 to 507+47.88 172 LF $162.71 27,912.90$
508+19.52 to 567+62.81 5,943 LF $162.71 967,032.72$
568+34.81 to 578+27.00 992 LF $162.71 161,439.23$
587+00.00 to 592+45.52 546 LF $162.71 88,761.56$
592+85.52 to 607+70.19 1,485 LF $162.71 241,570.66$
608+40.19 to 635+49.94 2,710 LF $162.71 440,903.42$
636+13.94 to 637+00.00 86 LF $162.71 14,002.82$
SUBTOTAL 13,555 LF 2,205,481.98$
B. Ballast Curb and underdrain 12,134 LF $311.49 3,779,631.79$
C. Subballast Access Road 533+51.45 to 562+28.75 LT 2,877 LF $59.94 172,476.87$
608+57.75 to 635+73.98 RT 2,716 LF $59.94 162,821.69$
SUBTOTAL 5,594 LF 335,298.56$
TOTAL 13,555 LF 6,320,412.34$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
491+81.19 to 493+27.22 146 TF $754.100 110,121.22$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
503+10.96 to 505+76.33 265 TF $754.10 200,115.52$
507+47.88 to 508+19.52 72 TF $754.10 54,023.72$
567+62.81 to 568+34.81 72 TF $754.10 54,295.20$
592+45.52 to 592+85.52 40 TF $754.10 30,164.00$
607+70.19 to 608+40.19 70 TF $754.10 52,787.00$
635+49.94 to 636+13.94 64 TF $754.10 48,262.40$
TOTAL 729 TF 549,769.06$ 10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
TF $365.30 ‐$ Include costs for rough grading, excavation and track slab
TOTAL 0 TF ‐$
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE) 873 LF $11,559.07 10,091,070.73$ Ballast Deck Bridge, 24822 sq ft, 8 Piers
TOTAL 873 LF 10,091,070.73$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
578+27 TO 587+00 LRT
Over Witchduck Rd
10.08 GUIDWAY: RETAINED CUT OR FILL
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
Unsuitable Excavation 18,760 CY $34.75 651,910.00$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
Borrow Fill ‐ Unsuitable Excavation 18,760 CY $57.64 1,081,345.16$ Does not Include MOF
Embankment 5,850 CY $65.57 383,584.50$
B. Retaining Walls 569+00.00 to 572+13.65 WB 1,882 SF $35.84 67,451.06$ Furnish and Install;
575+60.04 to 578+28.10 WB 1,977 SF $35.84 70,855.15$ Retaining walls for bridge approaches
575+59.87 to 578+27.02 EB 1,977 SF $35.84 70,855.15$
587+01.92 to 589+87.86 WB 2,162 SF $35.84 77,485.92$
587+00.00 to 589+86.85 EB 2,162 SF $35.84 77,485.92$
TOTAL 1 LS 2,480,972.87$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
TOTAL 0 TF ‐$
to TF $317.54 ‐$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
to TF $317.51 ‐$ Includes 115lb CWR, concrete ties, OTM
TOTAL 0 TF ‐$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 485+43.28 to 491+81.19 EB 638 TF $322.893 205,976.67$ Furnish and Install;
491+73.78 to 491+81.97 WB 8 TF $322.89 2,644.49$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
493+27.22 to 503+10.96 EB 984 TF $322.89 317,642.76$
493+28.00 to 502+74.81 WB 947 TF $322.89 305,718.32$
505+76.33 to 507+47.88 EB 172 TF $322.89 55,392.29$
505+38.85 to 507+48.72 WB 210 TF $322.89 67,765.55$
508+19.52 to 567+62.81 EB 5,943 TF $322.89 1,919,046.74$
508+20.36 to 567+25.03 WB 5,905 TF $322.89 1,906,576.61$
568+34.81 to 578+27.00 EB 992 TF $322.89 320,371.21$
567+97.07 to 578+27.01 WB 1,030 TF $322.89 332,560.42$
587+00.00 to 592+45.52 EB 546 TF $322.89 176,144.59$
587+01.92 to 592+46.53 WB 545 TF $322.89 175,850.76$
592+85.52 to 607+70.19 EB 1,485 TF $322.89 479,389.55$
592+86.53 to 607+71.15 WB 1,485 TF $322.89 479,373.41$
608+40.19 to 635+49.94 EB 2,710 TF $322.89 874,959.31$
608+41.15 to 635+50.78 WB 2,710 TF $322.89 874,920.56$
636+13.94 to 637+00.00 EB 86 TF $322.89 27,788.17$
636+14.78 to 637+00.79 WB 86 TF $322.89 27,772.03$
SUBTOTAL 26,479 TF 8,549,893.43$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Furnish and Install Retaining Wall Undercut and Fill in this bid item;
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
A. Earthwork
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
578+27 TO 587+00 LRTOver Witchduck Rd 873 TF $344.083 300,384.46$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
578+27 TO 587+00 LRTOver Witchduck Rd 873 TF $344.08 300,384.46$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
SUBTOTAL 1,746 TF 600,768.92$
491+81.19 to 493+27.22 EB 146 TF $1,243.02 181,518.50$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
491+81.97 to 493+28.00 WB 146 TF $1,243.02 181,518.50$ Use different type of grade crossing, increase cost
503+10.96 to 505+76.33 EB 265 TF $1,243.02 329,860.75$
502+74.81 to 505+38.85 WB 264 TF $1,243.02 328,207.53$
507+47.88 to 508+19.52 EB 72 TF $1,243.02 89,050.10$
507+48.72 to 508+20.36 WB 72 TF $1,243.02 89,050.10$
567+62.81 to 568+34.81 EB 72 TF $1,243.02 89,497.58$
567+25.03 to 567+97.07 WB 72 TF $1,243.02 89,547.30$
592+45.52 to 592+85.52 EB 40 TF $1,243.02 49,720.88$
592+46.53 to 592+86.53 WB 40 TF $1,243.02 49,720.88$
607+70.19 to 608+40.19 EB 70 TF $1,243.02 87,011.54$
607+71.15 to 608+41.15 WB 70 TF $1,243.02 87,011.54$
635+49.94 to 636+13.94 EB 64 TF $1,243.02 79,553.41$
635+50.78 to 636+14.78 WB 64 TF $1,243.02 79,553.41$
SUBTOTAL 1,457 TF 1,810,822.02$
TOTAL 26,479 TF 10,961,484.37$
10.12 TRACK: SPECIAL (NO. 8 TURNOUT) EA $171,341.48 ‐$ Furnish and Install;
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 486+01 1 EA $679,171.47 679,171.47$ Furnish and Install;
595+30 1 EA $679,171.47 679,171.47$ Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
SUBTOTAL 2 EA 1,358,342.94$
C. Universal Crossover in Embedded
TrackEA $642,674.29
‐$
Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
SUBTOTAL 0 EA ‐$
TOTAL LS 1,358,342.94$
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
490+00.00 1 EA $321,380.80 321,380.80$
Furnish and Install station platform;
Includes cost for one 12' wide concrete platforms, each with canopy,
furnishings, utility services, security system. Newtown Road Station includes
only one side platform for new EB track.
590+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Witchduck Station)
B. Operator relief facility EA $321,380.80 ‐$
TOTAL 3 LF 964,142.40$
EA $880,995.47 ‐$
TOTAL 0 EA ‐$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
0+00.00 0 STATION $1,518,219.00 $0.00
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair
towers on piles; elevators and towers shall have glass exterior
TOTAL 0 EA ‐$
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL 1 LS $1,587,379.00 1,587,379.00$
30.05 YARD AND TRACK
Furnish and Install station platform (Town Center Station, Independence
Option);
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM. (INDEPENDENCE)
20.07 ELEVATORS, ESCALATORS
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
A. Track ‐ Ballast TF $427.97 ‐$
B. Track ‐ In Building TF $365.43 ‐$
C. No. 8 Turnouts EA $157,533.80 ‐$
Interlock Signalization and Control EA $397,001.96 ‐$
Asphalt Paving SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 45,110 SF $5.14231,910.51$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track Removal 15,157 TF $14.49 219,651.19$ Does not include salvage value
Bridge Removal LF $793.67 ‐$
B. Clearing Clearing 13 ACRES $8,383.61 108,986.93$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 26,655 LF $34.73 925,781.46$ Double silt fence quantity in detailed estimate
TOTAL LS 1,486,330.09$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 3,690 LF Adjust utility cost based on new information
A2. Relocate Distribution Line ‐ UG Open
Cut3,390 LF
A3. Relocate Distribution Line ‐ UG
Trenchless272 LF
SUBTOTAL 1 LS $11,960,000.00 $11,960,000.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 13,330 LF $123.40 1,644,961.99$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines
and structures; NS Corridor 13,330 LF $1.24 16,529.20$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 13,330 LF $16.51 220,078.30$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In StreetLF $146.15 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines
and structures; In Street 0 LF $25.22 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 0 LF $39.26 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 498+00 1 EA $254,278.83 254,278.83$ Assume 5'x4' box and 65' length; piles every 10'
A. Demolition
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
525+00 1 EA $254,278.83 254,278.83$
579+00 1 EA $254,278.83 254,278.83$
593+00 1 EA $254,278.83 254,278.83$
623+00 1 EA $254,278.83 254,278.83$
632+00 1 EA $254,278.83 254,278.83$
SUBTOTAL 6 EA $254,278.83 $1,525,673.00
I. Transmission Guy Wire Mods @ Sta
875+50LS $158,737.93 ‐$
TOTAL LS 15,367,242.49$
TOTAL 7,440 CY $298.22 2,218,756.80$
TOTAL 3 AC $740,520.00 2,221,560.00$
40.05 SITE STRUCTURES INCLUDING ROW Fence 30,413 LF $40.33 1,226,548.22$ both side of ROW
Bollard and Chain Along 19th Street LF $119.05 ‐$
TOTAL 1 LS 1,226,548.22$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
475 Ton $92.13 43,800.41$
892 Ton $92.13 82,186.70$
124Ton $92.13 11,405.25$
527+50 TO 533+65 570Ton $94.35 53,828.71$
583+50 TO 587+70 1070 Ton $94.35 101,003.70$
606+50 TO 608+50 149 Ton $94.35 14,016.53$
583+50 TO 587+70 381 Ton $49.910 19,017.21$
527+50 TO 533+65 190 Ton $49.91 9,491.18$
583+50 TO 587+70 357 Ton $49.91 17,809.15$
606+50 TO 608+50 50 Ton $49.91 2,471.42$
D. Curb and Gutter (HS‐202) 500+00 TO 510+50 1048 LF $43.78 45,881.44$
527+50 TO 533+65 1254 LF $43.78 54,900.12$
583+50 TO 587+70 1230 LF $43.78 53,849.40$
A. Asphalt Concrete Surface Course, 5",
Type SM‐9.5A 583+50 TO 587+70
527+50 TO 533+65
606+50 TO 608+50
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
B. Asphalt Concrete Base Course, 6",
Type BM‐25
C. Aggregate Base Material, Type 1, No.
21A
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
606+50 TO 608+50 725 LF $43.78 31,740.50$
granite curb LF $23.56 ‐$
D. Park and Rides
585+00.00 Witchduck Rd 1.00 EA $1,797,388.08 1,797,388.08$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materialsE. Milling Asphalt SY $47.02 ‐$
TOTAL LS 2,338,789.80$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $450,000.00 450,000.00$ Includes Maintenance of Traffic and Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 8 EA $500,000.00 4,000,000.00$
Grade Crossing Signals 14 EA $250,000.00 3,500,000.00$
Wayside Signals 6.38 MI $100,000.00 638,000.00$ Both Norfolk (3.5 MI) and VB (2.88 mi)
Track Circuits 6.38 MI $120,000.00 765,600.00$ Both Norfolk (3.5 MI) and VB (2.88 mi); Increase curcuits by 20%
Signal House 6 EA $253,980.68 1,523,884.08$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles 9 EA $55,555.56 500,000.04$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 10,927,484.12$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
492+50.00 Newtown Rd 1 EA $9,688.61 9,688.61$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
504+00.00 Princess Anne Rd 1 EA $9,688.61 9,688.61$
508+00.00 Freight Ln 1 EA $9,688.61 9,688.61$
568+00.00 Greenwich Rd 1 EA $9,688.61 9,688.61$
592+50.00 Mac St 1 EA $9,688.61 9,688.61$
608+00.00 Euclid Rd 1 EA $9,688.61 9,688.61$
636+00.00 Kellam Rd 1 EA $9,688.61 9,688.61$
SUBTOTAL 7 67,820.27$
492+50.00
Newtown Rd 1
EA $270,648.16
270,648.16$ Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
504+00.00 Princess Anne Rd 1 EA $270,648.16 270,648.16$
508+00.00 Freight Ln 1 EA $270,648.16 270,648.16$
568+00.00 Greenwich Rd 1 EA $270,648.16 270,648.16$
592+50.00 Mac St 1 EA $270,648.16 270,648.16$
608+00.00 Euclid Rd 1 EA $270,648.16 270,648.16$
636+00.00 Kellam Rd 1 EA $270,648.16 270,648.16$
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
SUBTOTAL 7 1,894,537.12$
TOTAL 1,962,357.39$
Mainline 3 EA $2,373,678.79 7,121,036.37$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
TOTAL 3EA
7,121,036.37$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 23 EA $13,969.62 321,301.26$ Furnish and Install 40‐BI 028 (8 per mile)
Transit Systems Conduits 1 LS $600,000.00 600,000.00$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Drilled Shaft Foundations 173 EA $9,939.77 1,719,580.21$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Remove Existing Foundation (OCS Pole
Foundation) 486+00 1 EA$3,911.67 3,911.67$
At Newtown Road station
OCS System35,900
LF$38.47
1,381,073.00$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
Tapered Tubular Feeder Pole 201 EA $3,027.75 608,577.75$ Changed OCS poles to approximately 80 foot spacing
Catenary Cantilever 363 EA $3,220.03 1,168,871.25$ Changed OCS poles to approximately 80 foot spacingProtection Barrier at Bridges 574+00 1 EA $91,064.29 91,064.29$
TOTAL LS 5,894,379.43$
Fiber in Duct Bank 2.88 MI $533,762.18 1,537,235.09$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station stop in VB
IT Room and Equipment at MOF 2.88 mi $650,000.001,872,000.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL 1 LS 3,409,235.09$
TVM 4 EA $149,213.65 596,855.00$
Two collection machines at each station; 2 TVM per enclosure ($12,000
each); Include CAT 5 cable from TVM's to nearest FO (for the machine and
connections, each TVM is about $150,000, including the cable
TOTAL LS 596,855.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATEA. Property Acquisition AC ‐$
Parcel acquisition will be required, but area and costs are not determined at
this time.
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 9 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
B. Norfolk Southern ROW AcquisitionLS
$25,500,000.00
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL 1 LS ‐$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL 5 EA $4,368,421.05 21,842,105.00$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL 10 EA $657,142.86 6,571,429.00$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Parcel acquisition will be required, but area and costs are not determined at
this time.
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 9 of 9 base
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles) Stationing off Eastbound unless noted637+00.00 644+33.47 733 LF $162.710 119,342.90$
SUBTOTAL 733 LF 119,342.90$
B. Ballast Curb and underdrain 640+00.00 to 640+73.68 EB 74 LF $311.49 22,950.66$
640+00.89 to 640+74.58 WB 74 LF $311.49 22,953.77$
642+33.68 to 644+38.47 EB 205 LF $311.49 63,790.24$
642+34.58 to 644+39.36 WB 205 LF $311.49 63,787.13$
across end of track 644+38.47 29 LF $311.49 9,033.24$
SUBTOTAL 586 LF 182,515.04$
C. Subballast Access Road LF $59.94 ‐$
SUBTOTAL 0 LF ‐$
TOTAL 733 LF 301,857.94$
TF $754.100 ‐$
TOTAL 0 TF ‐$ TF $365.30 ‐$ Include costs for rough grading, excavation and track slab
TOTAL 0 TF ‐$
TOTAL 0 LF ‐$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL Not used
Unsuitable Excavation 2,065 CY $34.75 71,744.23$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
Borrow Fill ‐ Unsuitable Excavation 2,065 CY $57.64 119,004.58$ Does not Include MOF
Embankment CY $65.57 ‐$
B. Retaining Walls SF $35.84 ‐$ Furnish and Install;
TOTAL LS 190,748.82$
Furnish and Install Track on Guideway constructed in 10.04;
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
10.08 GUIDWAY: RETAINED CUT OR FILLFurnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
10.09 TRACK: DIRECT FIXATION (DIRECT
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 7 west
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
TOTAL 0 TF ‐$
TF $317.54 ‐$
TOTAL 0 TF ‐$ Includes 115lb CWR, concrete ties, OTM
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 637+00.00 to 644+33.47 EB 733 TF $322.893 236,832.33$ Furnish and Install;
637+00.79 to 644+34.36 WB 734 TF $322.89 236,864.62$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
SUBTOTAL 1,467 TF 473,696.95$
0 0 TF $344.083 ‐$
SUBTOTAL 0 TF ‐$
TF $1,243.02 ‐$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
Use different type of grade crossing, increase cost
SUBTOTAL 0 TF ‐$
TOTAL 1,467 TF 473,696.95$
10.12 TRACK: SPECIAL (NO. 8 TURNOUT) EA $171,341.48 ‐$ Furnish and Install;
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 638+00.00 1 EA $679,171.47 679,171.47$ Furnish and Install;
SUBTOTAL 1 EA 679,171.47$
C. Universal Crossover in Embedded Track EA $642,674.29 ‐$ Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
Includes 115lb rail, concrete ties, switch, OTM, 10" ballast
SUBTOTAL 0 EA ‐$
TOTAL LS 679,171.47$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
FIXATION TRACK CONSTRUCTION)
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 7 west
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM 641+50.00 2 EA $321,380.80 642,761.60$
Furnish and Install station platform; Town Center Station (Market Option);
Includes cost for one 12' wide concrete platforms, each with canopy,
furnishings, utility services, security system.
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bath room building at end of line station
TOTAL 2 LF 964,142.40$
EA $880,995.47 ‐$
TOTAL 0 EA ‐$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
0+00.00 0 STATION $1,518,219.00 $0.00
TOTAL 0 EA ‐$
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $23,255,645.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL LS $1,587,379.00 ‐$
30.05 YARD AND TRACKA. Track ‐ Ballast TF $427.97 ‐$
B. Track ‐ In Building TF $365.43 ‐$
C. No. 8 Turnouts EA $157,533.80 ‐$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM. (INDEPENDENCE)
Furnish and Install station platform (Town Center Station, Independence
Option);
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
20.07 ELEVATORS, ESCALATORS Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair towers
on piles; elevators and towers shall have glass exterior
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 7 west
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
Interlock Signalization and Control EA $397,001.96 ‐$
Asphalt Paving SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal SF $5.14‐$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track
Removal1,080 TF $14.49 15,651.36$
Does not include salvage value
Bridge
RemovalLF $793.67
‐$ 675+22 to 676+45 Over Waterway = 1320 sf; 876+76 to 878+37 Over
Waterway = 1735 sf, Total 282 LF/ 3055 SF
B. Clearing Clearing 1 ACRES $8,383.61 8,383.61$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 2,160 LF $34.73 75,021.12$ Double silt fence quantity in detailed estimate
TOTAL LS 99,056.09$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 1,080 LF Adjust utility cost based on new information
A2. Relocate Distribution Line ‐ UG Open Cut1,080 LF
A3. Relocate Distribution Line ‐ UG TrenchlessLF
SUBTOTAL 1 LS $230,000.00 $230,000.00
B. New, relocate, and adjust storm drain lines
and structures, NS CorridorLF $123.40 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines and
structures; NS Corridor 1,080 LF $1.24 1,339.20$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer Utility
Lines and Structures: NS Corridor263 LF $16.51 4,342.13$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain lines
and structures; In StreetLF $146.15 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines and
structures; In Street LF $25.22 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer Utility
Lines and Structures; In StreetLF $39.26 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 643+00 1 EA $254,278.83 254,278.83$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta 875+50LS $158,737.93 ‐$
TOTAL LS 489,960.16$
A. Demolition
40.03 HAZ. MAT'L., CONTAM'D SOIL
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 7 west
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
TOTAL 365 CY $298.22 108,850.30$
TOTAL 0 AC $740,520.00 ‐$
40.05 SITE STRUCTURES INCLUDING ROW Fence 1,480 LF $40.33 59,688.40$ both side of ROW
Bollard and Chain Along 19th Street LF $119.05 ‐$
TOTAL LS 59,688.40$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course, 5", Type Ton $92.13 ‐$
B. Asphalt Concrete Base Course, 6", Type BM‐
25Ton $94.35 ‐$
C. Aggregate Base Material, Type 1, No. 21ATon $49.910 ‐$
D. Curb and Gutter (HS‐202) LF $43.78 ‐$
granite curb LF $23.56 ‐$
D. Park and Rides
650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
E. Milling Asphalt SY $47.02 ‐$ Includes milling of 19th Street Adjacent to track
F. Transit Center
642+00.00 Independence Blvd 1.00 EA $3,600,000.00 3,600,000.00$
Transit Center shall have approximately 14,700 square feet of bus paving; 5600
square feet of auto paving; 15,300 square feet of sidewalk; and a pedestrian
bridge 210 feet long x 15 feet wide; stairs and two elevators on each end of
pedestrian bridge; includes stormwater detention/retention. Operator facility
included in category 20.01; purchase and clearing of parcel included in ROW
costs
TOTAL LS 2,454,803.86$
REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 7 west
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $22,000.00 22,000.00$ Includes Maintenance of Traffic and Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 1 EA $500,000.00 500,000.00$
Grade Crossing Signals EA $250,000.00 ‐$
Wayside Signals 0.14 MI $100,000.00 14,000.00$
Track Circuits 0.14 MI $120,000.00 16,800.00$
Signal House 1 EA $253,980.68 253,980.68$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles EA $55,555.56 ‐$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 784,780.68$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
EA $9,688.61 ‐$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
SUBTOTAL 0 ‐$
EA $270,648.16 ‐$
SUBTOTAL 0 ‐$
TOTAL ‐$
Mainline 1 EA $2,373,678.79 2,373,678.79$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
TOTAL 1EA
2,373,678.79$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 1 EA $13,969.62 13,969.62$ Furnish and Install 40‐BI 028 (8 per mile)
Transit Systems Conduits 1 LS $29,200.00 29,200.00$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Drilled Shaft Foundations 8 EA $9,939.77 79,518.16$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Remove Existing Foundation (OCS Pole
Foundation) EA$3,911.67 ‐$
At Newtown Road station
OCS System1,750
LF$38.47
67,322.50$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
Tapered Tubular Feeder Pole 10 EA $3,027.75 30,277.50$ Changed OCS poles to approximately 80 foot spacing
Catenary Cantilever 18 EA $3,220.03 57,960.56$ Changed OCS poles to approximately 80 foot spacingProtection Barrier at Bridges EA $91,064.29 ‐$
TOTAL LS 278,248.34$
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
50.05 COMMUNICATIONS
Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 7 west
West Station Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
Fiber in Duct Bank 0.14 MI $533,762.18 74,726.71$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station stop in VB
IT Room and Equipment at MOF 0.14 mi $650,000.0091,000.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL 1 LS 165,726.71$
TVM 4 EA $149,213.65 596,855.00$
TOTAL LS 596,855.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
A. Property Acquisition AC ‐$
B. Norfolk Southern ROW AcquisitionLS
$25,500,000.00
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL LS ‐$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL EA $657,142.86 ‐$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Parcel acquisition will be required, but area and costs are not determined at
this time.
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area and costs are not determined at
this time.
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT Two collection machines at each station; 2 TVM per enclosure ($12,000 each);
Include CAT 5 cable from TVM's to nearest FO (for the machine and
connections, each TVM is about $150,000, including the cable
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 7 west
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles) Stationing off Eastbound unless noted10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
0 LF $162.710‐$ Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
637+00.00 to 640+69.96 370 LF $162.71 60,196.19$
SUBTOTAL 370 LF 60,196.19$
B. Ballast Curb and underdrain 637+00.79 to 638+75.45 WB 175 LF $311.49 54,405.02$
637+00.00 to 638+76.00 EB 176 LF $311.49 54,822.42$
SUBTOTAL 351 LF 109,227.43$
C. Subballast Access Road LF $59.94 ‐$
SUBTOTAL 0 LF ‐$
TOTAL 370 LF 169,423.63$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
TF $754.100 ‐$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
TOTAL 0 TF ‐$ 10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
TF $365.30 ‐$ Include costs for rough grading, excavation and track slab
TOTAL 0 TF ‐$
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)LRT Over Independence Blvd 640+70 649+86 916 LF $11,212.20 10,270,375.20$ Ballast Deck Bridge, 37951 sq ft, 9 Piers
TOTAL 916 LF 10,270,375.20$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Unsuitable Excavation 1,255 CY $34.75 43,621.49$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
Borrow Fill ‐ Unsuitable Excavation 1,255 CY $57.64 72,356.45$ Does not Include MOF
Embankment 3,600 CY $65.57 236,052.00$
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
10.08 GUIDWAY: RETAINED CUT OR FILLFurnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
B. Retaining Walls SF $35.84 ‐$ Furnish and Install;
638+75.45 to 640+71.65 WB 1,949 SF $35.84 69,856.06$ Retaining walls for bridge approaches
638+76.00 to 640+69.96 EB 1,949 SF $35.84 69,856.06$
649+87.98 to 650+63.98 WB 1,615 SF $35.84 57,884.83$
649+86.00 to 650+62.00 EB 1,615 SF $35.84 57,884.83$
TOTAL 1 LS 607,511.72$
Furnish and Install Track on Guideway constructed in 10.04;
TOTAL 0 TF ‐$
TF $317.54 ‐$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
Includes 115lb CWR, concrete ties, OTM
TOTAL 0 TF ‐$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track TF $322.893 ‐$ Furnish and Install;
637+00.00 to 640+69.96 EB 369.96 TF $322.89 119,457.49$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
637+00.79 to 640+71.65 WB 370.86 TF $322.89 119,748.10$
SUBTOTAL 741 TF 239,205.59$
LRT Over Independence Blvd640+69.96 649+80.91 EB 910.95 TF $344.083 313,442.41$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
LRT Over Independence Blvd 640+71.65 649+82.89 WB 911.24 TF $344.083 313,542.19$
SUBTOTAL 1,822 TF 626,984.60$
TF $1,243.02 ‐$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
Use different type of grade crossing, increase cost
SUBTOTAL 0 TF ‐$
TOTAL 741 TF 866,190.19$
EA $171,341.48 ‐$ Furnish and Install;
EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 643+00 1 EA $679,171.47 679,171.47$ Furnish and Install;
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
SUBTOTAL 1 EA 679,171.47$
C. Universal Crossover in Embedded TrackEA $642,674.29
‐$
Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
SUBTOTAL 0 EA ‐$
TOTAL LS 679,171.47$
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM EA $321,380.80 ‐$
Furnish and Install station platform;
Includes cost for one 12' wide concrete platforms, each with canopy, furnishings,
utility services, security system.
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bathroom building at end of line station
TOTAL 0 LF 321,380.80$
646+00.00 1 EA $880,995.47 880,995.47$
TOTAL 1 EA 880,995.47$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
646+00.00 1 STATION $1,518,219.00 1,518,219.00$
TOTAL 1 EA 1,518,219.00$
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station stop
locations; include two separate elevator towers on piles, and stair towers on
piles; elevators and towers shall have glass exterior
20.07 ELEVATORS, ESCALATORS
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM. (INDEPENDENCE)
Furnish and Install station platform (Town Center Station, Independence
Option);
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $23,255,645.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL LS $1,587,379.00 ‐$
30.05 YARD AND TRACKA. Track ‐ Ballast TF $427.97 ‐$
B. Track ‐ In Building TF $365.43 ‐$
C. No. 8 Turnouts EA $157,533.80 ‐$
Interlock Signalization and Control EA $397,001.96 ‐$
Asphalt Paving SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal SF $5.14‐$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track Removal 1,300 TF $14.49 18,839.60$ Does not include salvage value
Bridge Removal LF $793.67 ‐$
B. Clearing Clearing 1 ACRES $8,383.61 8,383.61$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 2,600 LF $34.73 90,303.20$ Double silt fence quantity in detailed estimate
TOTAL LS 117,526.41$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 1,300 LF Adjust utility cost based on new information
A2. Relocate Distribution Line ‐ UG Open
Cut1,300 LF
A3. Relocate Distribution Line ‐ UG
TrenchlessLF
SUBTOTAL 1 LS $410,000.00 $410,000.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor LF $123.40 ‐$ Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
A. Demolition
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
C. Relocate and adjust water utility lines
and structures; NS Corridor 1,300 LF $1.24 1,612.00$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 548 LF $16.51 9,047.48$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In StreetLF $146.15 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines
and structures; In Street LF $25.22 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street LF $39.26 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 643+00 1 EA $254,278.83 254,278.83$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $158,737.93 ‐$
TOTAL LS 674,938.31$
TOTAL 650 CY $298.22 193,843.00$
TOTAL 0 AC $740,520.00 ‐$
40.05 SITE STRUCTURES INCLUDING ROW Fence 2,640 LF $40.33 106,471.20$ both side of ROW
Bollard and Chain Along 19th Street LF $119.05 ‐$
TOTAL 1 LS 106,471.20$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course, 5", Ton $92.13 ‐$
B. Asphalt Concrete Base Course, 6", Type
BM‐25Ton $94.35 ‐$
C. Aggregate Base Material, Type 1, No.
21ATon $49.910 ‐$
D. Curb and Gutter (HS‐202) LF $43.78 ‐$
granite curb LF $23.56 ‐$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
D. Park and Rides
650+00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND 110,000
SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION 60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
E. Milling Asphalt SY $47.02 ‐$ Includes milling of 19th Street Adjacent to track
TOTAL LS 2,454,803.86$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $40,000.00 40,000.00$ Includes Maintenance of Traffic and Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 1 EA $500,000.00 500,000.00$
Grade Crossing Signals EA $250,000.00 ‐$
Wayside Signals 0.25 MI $100,000.00 25,000.00$
Track Circuits 0.25 MI $120,000.00 30,000.00$
Signal House 1 EA $253,980.68 253,980.68$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles EA $55,555.56 ‐$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 808,980.68$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
EA $9,688.61 ‐$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
SUBTOTAL 0 ‐$
EA $270,648.16 ‐$
SUBTOTAL 0 ‐$
TOTAL ‐$
Mainline 1 EA $2,373,678.79 2,373,678.79$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
TOTAL 1 EA 2,373,678.79$ Substations are to be connected together, such that if a predetermined number
of substations are down, the remaining substations can carry the vehicle load
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add $10,400
to each grade crossing to account for wiring 12 guage EF units for traffic signal
preemption
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 2 EA $13,969.62 27,939.24$ Furnish and Install 40‐BI 028 (8 per mile)
Transit Systems Conduits 1 LS $52,000.00 52,000.00$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Drilled Shaft Foundations 15 EA $9,939.77 149,096.55$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Remove Existing Foundation (OCS Pole
Foundation) EA$3,911.67 ‐$
At Newtown Road station
OCS System3,120
LF$38.47
120,026.40$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires, Contact
Wires
Tapered Tubular Feeder Pole 17 EA $3,027.75 51,471.75$ Changed OCS poles to approximately 80 foot spacing
Catenary Cantilever 32 EA $3,220.03 103,040.99$ Changed OCS poles to approximately 80 foot spacingProtection Barrier at Bridges EA $91,064.29 ‐$
TOTAL LS 503,574.93$
Fiber in Duct Bank 0.25 MI $533,762.18 133,440.55$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to cameras;
each station stop in VB
IT Room and Equipment at MOF 0.25 mi $650,000.00 162,500.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL 1 LS 295,940.55$
TVM 4 EA $149,213.65 596,855.00$
TOTAL LS 596,855.00$
50.07 CENTRAL CONTROL Not used60 ROW, LAND, EXISTING
IMPROVEMENTS60.01 PURCHASE OR LEASE OF REAL ESTATEA. Property Acquisition AC ‐$
B. Norfolk Southern ROW AcquisitionLS
$25,500,000.00
‐$ Parcel acquisition will be required, but area and costs are not determined at this
time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at this
time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at this
time.
TOTAL LS ‐$
Parcel acquisition will be required, but area and costs are not determined at this
time.
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area and costs are not determined at this
time.
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
50.05 COMMUNICATIONS
Two collection machines at each station; Two additional end of line collection
machines; 2 TVM per enclosure ($12,000 each); Include CAT 5 cable from TVM's
to nearest FO (for the machine and connections, each TVM is about $150,000,
including the cable
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 8 independence
Independence Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Includes spare parts, special events, and ATC equipment and $15,000 per vehicle
for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used70.04 BUS TOTAL EA $657,142.86 ‐$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 8 independence
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles) Stationing off Eastbound unless noted637+00.00 to 640+69.96 370 LF $162.710 60,196.19$
SUBTOTAL 370 LF 60,196.19$
B. Ballast Curb and underdrain 637+00.79 to 638+75.31 WB 175 LF $311.49 54,361.41$
637+00.00 to 638+76.00 EB 176 LF $311.49 54,822.42$
SUBTOTAL 351 LF 109,183.83$
C. Subballast Access Road LF $59.94 ‐$
SUBTOTAL 0 LF ‐$
TOTAL 370 LF 169,380.02$
TF $754.100 ‐$
TOTAL 0 TF ‐$ 10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
TF $365.30 ‐$ Include costs for rough grading, excavation and track slab
TOTAL 0 TF ‐$
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)
LRT Over Independence Blvd640+70.00 655+26.00 1456 LF $11,212.20 16,324,963.20$ Ballast Deck Bridge, 54566 sq ft, 14 Piers
TOTAL 1,456 LF 16,324,963.20$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL Not used
Unsuitable Excavation 1,255 CY $34.75 43,621.49$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
Borrow Fill ‐ Unsuitable Excavation 1,255 CY $57.64 72,356.45$ Does not Include MOF
Embankment 3,600 CY $65.57 236,052.00$
B. Retaining Walls SF $35.84 ‐$ Furnish and Install;
638+75.31 to 640+71.65 WB 1,936 SF $35.84 69,381.15$
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
10.08 GUIDWAY: RETAINED CUT OR FILLFurnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
638+76.00 to 640+69.96 EB 1,936 SF $35.84 69,381.15$
655+27.35 to 656+03.35 WB 1,615 SF $35.84 57,884.83$
655+25.67 to 656+01.67 EB 1,615 SF $35.84 57,884.83$
TOTAL LS 606,561.91$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
TOTAL 0 TF ‐$
TF $317.54 ‐$
TOTAL 0 TF ‐$ Includes 115lb CWR, concrete ties, OTM
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 637+00.00 to 640+69.96 EB 369.96 TF $322.893 119,457.49$ Furnish and Install;
637+00.79 to 640+71.65 WB 370.86 TF $322.89 119,748.10$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
SUBTOTAL 741 TF 239,205.59$
LRT Over Independence Blvd640+69.96 to 655+25.67 EB 1,455.71 TF $344.083 500,885.06$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
LRT Over Independence Blvd640+71.65 to 655+27.35 WB 1,455.70 TF $344.08 500,881.62$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
SUBTOTAL 2,911 TF 1,001,766.69$
TF $1,243.02 ‐$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
SUBTOTAL 0 TF ‐$
TOTAL 741 TF 1,240,972.28$
10.12 TRACK: SPECIAL (NO. 8 TURNOUT) EA $171,341.48 ‐$ Furnish and Install;
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 648+00.00 1 EA $679,171.47 679,171.47$ Furnish and Install;
SUBTOTAL 1 EA 679,171.47$
C. Universal Crossover in Embedded Track EA $642,674.29 ‐$ Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
SUBTOTAL 0 EA ‐$
TOTAL LS 679,171.47$
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM EA $321,380.80 ‐$
Furnish and Install station platform;
Includes cost for one 12' wide concrete platforms, each with canopy,
furnishings, utility services, security system.
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bath room building at end of line station
TOTAL 0 LF 321,380.80$
652+00.00 1 EA $880,995.47 880,995.47$
TOTAL 1 EA 880,995.47$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
652+00.00 1 STATION $1,518,219.00 $1,518,219.00
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair towers
on piles; elevators and towers shall have glass exterior
TOTAL 1 EA 1,518,219.00$
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM. (INDEPENDENCE)
Furnish and Install station platform (Town Center Station, Independence
Option);
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
20.07 ELEVATORS, ESCALATORS
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
30.03 HEAVY MAINTENANCE FACILITYTOTAL LS $23,255,645.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL LS $1,587,379.00 ‐$
30.05 YARD AND TRACKA. Track ‐ Ballast TF $427.97 ‐$
B. Track ‐ In Building TF $365.43 ‐$
C. No. 8 Turnouts EA $157,533.80 ‐$
Interlock Signalization and Control EA $397,001.96 ‐$
Asphalt Paving SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal SF $5.14‐$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track
Removal1,850 TF $14.49
26,810.20$
Does not include salvage value
Bridge
RemovalLF $793.67
‐$
B. Clearing Clearing 2 ACRES $8,383.61 16,767.22$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 3,700 LF $34.73 128,508.40$ Double silt fence quantity in detailed estimate
TOTAL LS 172,085.82$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATION
A1. Relocate Distribution Line ‐ OH 1,850 LF Adjust utility cost based on new information
A2. Relocate Distribution Line ‐ UG Open Cut1,850 LF
A3. Relocate Distribution Line ‐ UG TrenchlessLF
SUBTOTAL 1 LS $580,000.00 $580,000.00
B. New, relocate, and adjust storm drain lines
and structures, NS CorridorLF $123.40 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines and
structures; NS Corridor 1,850 LF $1.24 2,294.00$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer Utility
Lines and Structures: NS Corridor548 LF $16.51 9,047.48$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain lines
and structures; In StreetLF $146.15 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
A. Demolition
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
F. Relocate and adjust water utility lines and
structures; In Street LF $25.22 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer Utility
Lines and Structures; In StreetLF $39.26 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 643+00 1 EA $254,278.83 254,278.83$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta 875+50LS $158,737.93 ‐$
TOTAL LS 845,620.31$
TOTAL 910 CY $298.22 271,380.20$
TOTAL 0 AC $740,520.00 ‐$
40.05 SITE STRUCTURES INCLUDING ROW Fence 3,700 LF $40.33 149,221.00$ both side of ROW
Bollard and Chain Along 19th Street LF $119.05 ‐$
TOTAL 1 LS 149,221.00$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
Ton $92.13 ‐$
Ton $92.13 ‐$
B. Asphalt Concrete Base Course, 6", Type BM‐
25Ton $94.35 ‐$
C. Aggregate Base Material, Type 1, No. 21ATon $49.910 ‐$
D. Curb and Gutter (HS‐202) LF $43.78 ‐$
granite curb LF $23.56 ‐$
D. Park and Rides
650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
A. Asphalt Concrete Surface Course, 5", Type
SM‐9.5A
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
E. Milling Asphalt SY $47.02 ‐$ Includes milling of 19th Street Adjacent to track
TOTAL LS 2,454,803.86$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $55,000.00 55,000.00$ Includes Maintenance of Traffic and Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 1 EA $500,000.00 500,000.00$
Grade Crossing Signals EA $250,000.00 ‐$
Wayside Signals 0.35 MI $100,000.00 35,000.00$
Track Circuits 0.35 MI $120,000.00 42,000.00$
Signal House 1 EA $253,980.68 253,980.68$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles EA $55,555.56 ‐$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 830,980.68$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
EA $9,688.61 ‐$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
SUBTOTAL 0 ‐$
EA $270,648.16 ‐$
SUBTOTAL 0 ‐$
TOTAL ‐$
Mainline 1 EA $2,373,678.79 2,373,678.79$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
TOTAL 1EA
2,373,678.79$
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 3 EA $13,969.62 41,908.86$ Furnish and Install 40‐BI 028 (8 per mile)
Transit Systems Conduits 1 LS $73,000.00 73,000.00$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Drilled Shaft Foundations 21 EA $9,939.77 208,735.17$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Remove Existing Foundation (OCS Pole
Foundation) EA$3,911.67 ‐$
At Newtown Road station
OCS System4,400
LF$38.47
169,268.00$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
Tapered Tubular Feeder Pole 24 EA $3,027.75 72,666.00$ Changed OCS poles to approximately 80 foot spacing
Catenary Cantilever 44 EA $3,220.03 141,681.36$ Changed OCS poles to approximately 80 foot spacingProtection Barrier at Bridges EA $91,064.29 ‐$
Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
TOTAL LS 707,259.39$
Fiber in Duct Bank 0.35 MI $533,762.18 186,816.76$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station stop in VB
IT Room and Equipment at MOF 0.35 mi $650,000.00227,500.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL 1 LS 414,316.76$
TVM 4 EA $149,213.65 596,855.00$
TOTAL LS 596,855.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
A. Property Acquisition AC ‐$
B. Norfolk Southern ROW AcquisitionLS
$25,500,000.00
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL LS ‐$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL EA $657,142.86 ‐$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used
Parcel acquisition will be required, but area and costs are not determined at
this time.
Two collection machines at each station; 2 TVM per enclosure ($12,000 each);
Include CAT 5 cable from TVM's to nearest FO (for the machine and
connections, each TVM is about $150,000, including the cable
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area and costs are not determined at
this time.
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 8 market
Market Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
70.07 SPARE PARTS Not used
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 8 market
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles) Stationing off Eastbound unless noted637+00.00 to 640+69.96 370 LF $162.710 60,196.19$
655+52.12 to 662+64.65 713 LF $162.71 115,935.76$
SUBTOTAL 1,082 LF 176,131.95$
B. Ballast Curb and underdrain 637+00.00 to 638+76.00 EB 176 LF $311.49 54,822.42$
637+00.79 to 638+75.31 WB 175 LF $311.49 54,361.41$
658+25.33 to 662+69.65 EB 444 LF $311.49 138,401.68$
658+27.13 to 662+70.73 WB 444 LF $311.49 138,177.41$
across end of track 662+69.65 29 LF $311.49 9,033.24$
SUBTOTAL 1,267 LF 394,796.15$
C. Subballast Access Road LF $59.94 ‐$
SUBTOTAL 0 LF ‐$
TOTAL 1,082 LF 570,928.10$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
TF $754.100 ‐$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
TOTAL 0 TF ‐$ 10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
TF $365.30 ‐$ Include costs for rough grading, excavation and track slab
TOTAL 0 TF ‐$
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)
LRT Over Independence Blvd 640+70 655+52 1482 LF $11,212.20 16,616,480.40$ Ballast Deck Bridge, 43669 sq ft, 14 Piers
TOTAL 1,482 LF 16,616,480.40$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Unsuitable Excavation 3,047 CY $34.75 105,883.56$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
10.08 GUIDWAY: RETAINED CUT OR FILLFurnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
Borrow Fill ‐ Unsuitable Excavation 3,047 CY $57.64 175,632.64$ Does not Include MOF
Embankment 5,200 CY $65.57 340,964.00$
B. Retaining Walls SF $35.84 ‐$ Furnish and Install;
638+75.31 to 640+71.65 WB 1,936 SF $35.84 69,390.11$
638+76.00 to 640+69.96 EB 1,936 SF $35.84 69,390.11$
655+61.79 to 658+27.13 WB 3,157 SF $35.84 113,153.19$
655+52.12 to 658+25.33 EB 3,157 SF $35.84 113,153.19$
TOTAL 1 LS 987,566.81$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
TOTAL 0 TF ‐$
TF $317.54 ‐$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
Includes 115lb CWR, concrete ties, OTM
TOTAL 0 TF ‐$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 637+00.00 to 640+69.96 EB 369.96 TF $322.893 119,457.49$ Furnish and Install;
637+00.79 to 640+71.65 WB 370.86 TF $322.89 119,748.10$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
655+52.12 to 662+64.65 EB 712.53 TF $322.89 230,070.95$
655+61.79 to 662+65.74 WB 703.95 TF $322.89 227,300.53$
SUBTOTAL 2,157 TF 696,577.07$
LRT Over Independence Blvd640+69.96 655+52.12 EB 1,482.16 TF $344.083 509,986.06$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
LRT Over Independence Blvd640+71.65 655+61.79 WB 1,490.14 TF $344.08 512,731.84$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
SUBTOTAL 2,972 TF 1,022,717.90$
TF $1,243.02 ‐$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
Use different type of grade crossing, increase cost
SUBTOTAL 0 TF ‐$
TOTAL 2,157 TF 1,719,294.97$
EA $171,341.48 ‐$ Furnish and Install;
EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 649+00.00 1 EA $679,171.47 679,171.47$ Furnish and Install;
Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
SUBTOTAL 1 EA 679,171.47$
C. Universal Crossover in Embedded TrackEA $642,674.29
‐$
Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
SUBTOTAL 0 EA ‐$
TOTAL LS 679,171.47$
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
661+00.00 2 EA $321,380.80 642,761.60$
Furnish and Install station platform; Town Center Station (Constitution
Option);
Includes cost for one 12' wide concrete platforms, each with canopy,
furnishings, utility services, security system.
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bath room building at end of line station
TOTAL 2 LF 964,142.40$
EA $880,995.47 ‐$
TOTAL 0 EA ‐$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM. (INDEPENDENCE)
Furnish and Install station platform;
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
0+00.00 0 STATION $1,518,219.00 $0.00
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair towers
on piles; elevators and towers shall have glass exterior
TOTAL 0 EA ‐$
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $23,255,645.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL LS $1,587,379.00 ‐$
30.05 YARD AND TRACKA. Track ‐ Ballast TF $427.97 ‐$ Does not include turnout lengths
B. Track ‐ In Building TF $365.43 ‐$
C. No. 8 Turnouts EA $157,533.80 ‐$
Interlock Signalization and Control EA $397,001.96 ‐$
Asphalt Paving SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal SF $5.14‐$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track
Removal2,570 TF $14.49 37,244.44$
Does not include salvage value
Bridge
RemovalLF $793.67
‐$
B. Clearing Clearing 2 ACRES $8,383.61 16,767.22$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 5,140 LF $34.73 178,522.48$ Double silt fence quantity in detailed estimate
TOTAL LS 232,534.14$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 2,570 LF Adjust utility cost based on new information
20.07 ELEVATORS, ESCALATORS
A. Demolition
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
A2. Relocate Distribution Line ‐ UG Open
Cut2,570 LF
A3. Relocate Distribution Line ‐ UG
TrenchlessLF
SUBTOTAL 1 LS $800,000.00 $800,000.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor LF $123.40 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines
and structures; NS Corridor 2,570 LF $1.24 3,186.80$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 548 LF $16.51 9,047.48$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In StreetLF $146.15 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines
and structures; In Street LF $25.22 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street LF $39.26 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 643+00 1 EA $254,278.83 254,278.83$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $158,737.93 ‐$
TOTAL LS 1,066,513.11$
TOTAL 1,270 CY $298.22 378,739.40$
TOTAL 0 AC $740,520.00 ‐$
40.05 SITE STRUCTURES INCLUDING ROW Fence 5,180 LF $40.33 208,909.40$ both side of ROW
Bollard and Chain Along 19th Street LF $119.05 ‐$
TOTAL 1 LS 208,909.40$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
40.04 ENVIRONMENTAL MITIGATION
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
A. Asphalt Concrete Surface Course, 5", Ton $92.13 ‐$
B. Asphalt Concrete Base Course, 6", Type
BM‐25Ton $94.35 ‐$
C. Aggregate Base Material, Type 1, No.
21ATon $49.910 ‐$
D. Curb and Gutter (HS‐202) LF $43.78 ‐$
granite curb LF $23.56 ‐$
D. Park and Rides
650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materialsE. Milling Asphalt SY $47.02 ‐$ Includes milling of 19th Street Adjacent to track
TOTAL LS 2,454,803.86$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $77,000.00 77,000.00$ Includes Maintenance of Traffic and Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 1 EA $500,000.00 500,000.00$
Grade Crossing Signals EA $250,000.00 ‐$
Wayside Signals 0.49 MI $100,000.00 49,000.00$
Track Circuits 0.49 MI $120,000.00 58,800.00$
Signal House 1 EA $253,980.68 253,980.68$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles EA $55,555.56 ‐$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 861,780.68$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
EA $9,688.61 ‐$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
SUBTOTAL 0 ‐$
EA $270,648.16 ‐$
SUBTOTAL 0 ‐$
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
TOTAL ‐$
Mainline 1 EA $2,373,678.79 2,373,678.79$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
TOTAL 1EA
2,373,678.79$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 4 EA $13,969.62 55,878.48$ Furnish and Install 40‐BI 028 (8 per mile)
Transit Systems Conduits 1 LS $105,000.00 105,000.00$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Drilled Shaft Foundations 29 EA $9,939.77 288,253.33$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Remove Existing Foundation (OCS Pole
Foundation) EA$3,911.67 ‐$
At Newtown Road station
OCS System6,110
LF$38.47
235,051.70$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
Tapered Tubular Feeder Pole 34 EA $3,027.75 102,943.50$ Changed OCS poles to approximately 80 foot spacing
Catenary Cantilever 62 EA $3,220.03 199,641.92$ Changed OCS poles to approximately 80 foot spacingProtection Barrier at Bridges EA $91,064.29 ‐$
TOTAL LS 986,768.93$
Fiber in Duct Bank 0.49 MI $533,762.18 261,543.47$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station stop in VB
IT Room and Equipment at MOF 0.49 mi $650,000.00 318,500.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL 1 LS 580,043.47$
TVM 4 EA $149,213.65 596,855.00$
TOTAL LS 596,855.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATEA. Property Acquisition AC ‐$
B. Norfolk Southern ROW AcquisitionLS
$25,500,000.00
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
Parcel acquisition will be required, but area and costs are not determined at
this time.
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT Two collection machines at each station; 2 TVM per enclosure ($12,000 each);
Include CAT 5 cable from TVM's to nearest FO (for the machine and
connections, each TVM is about $150,000, including the cable
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 8 constitution
Constitution Option
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL LS ‐$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL EA $657,142.86 ‐$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area and costs are not determined at
this time.
HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 8 constitution
Cost Estimate Details LRT Alternative 1B
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
485+43.28 to 491+81.19 638 LF $162.710103,794.34$ Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
493+27.22 to 503+10.96 984 LF $162.71 160,064.34$
505+76.33 to 507+47.88 172 LF $162.71 27,912.90$
508+19.52 to 567+62.81 5,943 LF $162.71 967,032.72$
568+34.81 to 578+27.00 992 LF $162.71 161,439.23$
587+00.00 to 592+45.52 546 LF $162.71 88,761.56$
592+85.52 to 607+70.19 1,485 LF $162.71 241,570.66$
608+40.19 to 635+49.94 2,710 LF $162.71 440,903.42$
636+13.94 to 640+70.00 456 LF $162.71 74,205.52$
655+60.00 to 662+64.64 705 LF $162.71 114,651.97$
663+54.64 to 675+00.00 1,145 LF $162.71 186,361.53$
676+86.44 to 692+30.48 1,544 LF $162.71 251,230.75$
692+62.48 to 718+90.23 2,628 LF $162.71 427,561.20$
719+30.23 to 728+12.88 883 LF $162.71 143,615.98$
729+00.88 to 737+00.00 799 LF $162.71 130,024.82$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
LF $162.71 ‐$
SUBTOTAL 21,628 LF 3,519,130.93$
B. Ballast Curb and underdrain 20,138 LF $311.49 6,272,805.76$
C. Subballast Access Road 533+51.45 to 562+28.75 LT 2,877 LF $59.94 172,476.87$
608+57.75 to 635+73.98 RT 2,716 LF $59.94 162,821.69$
670+03.46 to 675+00.48 LT 497 LF $59.94 29,793.37$
679+47.29 to 683+45.81 RT 399 LF $59.94 23,888.88$
LF $59.94 ‐$
LF $59.94 ‐$
LF $59.94 ‐$
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 1 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
LF $59.94 ‐$
LF $59.94 ‐$
LF $59.94 ‐$
LF $59.94 ‐$
LF $59.94 ‐$
LF $59.94 ‐$
SUBTOTAL 6,489 LF 388,980.81$
TOTAL 21,628 LF 10,180,917.50$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
491+81.19 to 493+27.22 146 TF $754.100 110,121.22$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
503+10.96 to 505+76.33 265 TF $754.10 200,115.52$
507+47.88 to 508+19.52 72 TF $754.10 54,023.72$
567+62.81 to 568+34.81 72 TF $754.10 54,295.20$
592+45.52 to 592+85.52 40 TF $754.10 30,164.00$
607+70.19 to 608+40.19 70 TF $754.10 52,787.00$
635+49.94 to 636+13.94 64 TF $754.10 48,262.40$
662+64.64 to 663+54.64 90 TF $754.10 67,869.00$
692+30.48 to 692+62.48 32 TF $754.10 24,131.20$
718+90.23 to 719+30.23 40 TF $754.10 30,164.00$
728+12.88 to 729+00.88 88 TF $754.10 66,360.80$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TF $754.10 ‐$
TOTAL 979 TF 738,294.06$ 10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
1100+87.29 to 1128+00.30 2,725 TF $365.30 995,442.50$ Include costs for rough grading, excavation and track slab
TOTAL 2,725 TF 995,442.50$
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 2 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE) 873 LF $11,559.07 10,091,070.73$ Ballast Deck Bridge, 24822 sq ft, 8 Piers
1490 LF $11,212.20 16,706,178.00$ Ballast Deck Bridge, 54243 sq ft, 14 Piers
187 LF $17,551.49 3,282,129.19$ Open Deck Bridge, 5156 sq ft, 2 Piers
LF $12,036.10 ‐$ Ballast Deck Bridge, 23417 sq ft, 8 Piers
LF $11,740.07 ‐$ Ballast Deck Bridge, 24422 sq ft, 8 Piers
LF $14,846.82 ‐$ Open Deck Bridge, 8851 sq ft, 4 Piers
LF $11,559.07 ‐$ Ballast Deck Bridge, 25731 sq ft, 9 Piers
TOTAL 2,550 LF 30,079,377.92$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Unsuitable Excavation 31,130 CY $34.75 1,081,767.50$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
Borrow Fill ‐ Unsuitable Excavation 31,130 CY $57.64 1,794,364.33$ Does not Include MOF
Embankment 9,705 CY $65.57 636,356.85$
B. Retaining Walls 569+00.00 to 572+13.65 WB 1,882 SF $35.84 67,451.06$ Furnish and Install;
575+60.04 to 578+28.10 WB 1,977 SF $35.84 70,855.15$ Retaining walls for bridge approaches
575+59.87 to 578+27.02 EB 1,977 SF $35.84 70,855.15$
587+01.92 to 589+87.86 WB 2,162 SF $35.84 77,485.92$
587+00.00 to 589+86.85 EB 2,162 SF $35.84 77,485.92$
638+75.45 to 640+71.65 WB 1,936 SF $35.84 69,381.15$
638+76.00 to 640+69.96 EB 1,936 SF $35.84 69,381.15$
655+62.69 to 658+28.11 WB 3,157 SF $35.84 113,157.67$
655+59.90 to 658+25.30 EB 3,157 SF $35.84 113,157.67$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
10.08 GUIDWAY: RETAINED CUT OR FILL
578+27 TO 587+00 LRT
Over Witchduck Rd
640+70 TO 655+60 LRT
Over Independence Blvd
675+00 TO 676+87
LRT Over Waterway
Furnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 3 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
TOTAL LS 4,241,699.55$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
675+00 TO 676+87LRT Over Waterway 187 TF $412.82 77,197.34$
675+00 TO 676+87LRT Over Waterway 187 TF $412.82 77,197.34$
0 0 TF $412.82 ‐$
0 0 TF $412.82 ‐$
TOTAL 374 TF 154,394.68$
1087+50 to 1128+12.25 EB 4,062 TF $317.54 1,289,851.54$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
1087+50 to 1128+00.30 WB 4,050 TF $317.51 1,285,919.55$ Includes 115lb CWR, concrete ties, OTM
TOTAL 8,112 TF 2,575,771.09$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 485+43.28 to 491+81.19 EB 638 TF $322.893 205,976.67$ Furnish and Install;
491+73.78 to 491+81.97 WB 8 TF $322.89 2,644.49$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
493+27.22 to 503+10.96 EB 984 TF $322.89 317,642.76$
493+28.00 to 502+74.81 WB 947 TF $322.89 305,718.32$
505+76.33 to 507+47.88 EB 172 TF $322.89 55,392.29$
505+38.85 to 507+48.72 WB 210 TF $322.89 67,765.55$
508+19.52 to 567+62.81 EB 5,943 TF $322.89 1,919,046.74$
508+20.36 to 567+25.03 WB 5,905 TF $322.89 1,906,576.61$
568+34.81 to 578+27.00 EB 992 TF $322.89 320,371.21$
567+97.07 to 578+27.01 WB 1,030 TF $322.89 332,560.42$
587+00.00 to 592+45.52 EB 546 TF $322.89 176,144.59$
587+01.92 to 592+46.53 WB 545 TF $322.89 175,850.76$
592+85.52 to 607+70.19 EB 1,485 TF $322.89 479,389.55$
592+86.53 to 607+71.15 WB 1,485 TF $322.89 479,373.41$
608+40.19 to 635+49.94 EB 2,710 TF $322.89 874,959.31$
608+41.15 to 635+50.78 WB 2,710 TF $322.89 874,920.56$
636+13.94 to 640+70.00 EB 456 TF $322.89 147,258.58$
636+14.78 to 640+71.65 WB 457 TF $322.89 147,520.12$
655+60.00 to 662+64.64 EB 705 TF $322.89 227,523.32$
655+62.69 to 662+66.67 WB 704 TF $322.89 227,310.21$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 4 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
663+54.64 to 675+00.00 EB 1,145 TF $322.89 369,828.73$
663+56.61 to 675+02.06 WB 1,145 TF $322.89 369,857.79$
676+86.44 to 692+30.48 EB 1,544 TF $322.89 498,559.71$
676+88.47 to 692+32.57 WB 1,544 TF $322.89 498,579.08$
692+62.48 to 718+90.23 EB 2,628 TF $322.89 848,482.08$
692+64.57 to 718+92.21 WB 2,628 TF $322.89 848,446.56$
719+30.23 to 728+12.88 EB 883 TF $322.89 285,001.51$
719+32.21 to 728+14.89 WB 883 TF $322.89 285,011.19$
729+00.88 to 737+00.00 EB 799 TF $322.89 258,030.25$
729+02.89 to 737+02.02 WB 799 TF $322.89 258,033.48$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$
TF $322.89 ‐$ Added pocket track
SUBTOTAL 42,626 TF 13,763,775.86$
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 5 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
578+27 TO 587+00 LRTOver Witchduck Rd 873 TF $344.083 300,384.46$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
578+27 TO 587+00 LRTOver Witchduck Rd 873 TF $344.08 300,384.46$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
640+70 TO 655+60 LRTOver Independence Blvd 1,490 TF $344.08 512,683.67$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
640+70 TO 655+60 LRTOver Independence Blvd 1,490 TF $344.08 512,683.67$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
0 0 TF $344.08 ‐$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
0 0 TF $344.08 ‐$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
0 0 TF $344.08 ‐$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
0 0 TF $344.08 ‐$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
0 0 TF $344.08 ‐$
0 0 TF $344.08 ‐$
SUBTOTAL 4,726 TF 1,626,136.26$
491+81.19 to 493+27.22 EB 146 TF $1,243.02 181,518.50$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
491+81.97 to 493+28.00 WB 146 TF $1,243.02 181,518.50$ Use different type of grade crossing, increase cost
503+10.96 to 505+76.33 EB 265 TF $1,243.02 329,860.75$
502+74.81 to 505+38.85 WB 264 TF $1,243.02 328,207.53$
507+47.88 to 508+19.52 EB 72 TF $1,243.02 89,050.10$
507+48.72 to 508+20.36 WB 72 TF $1,243.02 89,050.10$
567+62.81 to 568+34.81 EB 72 TF $1,243.02 89,497.58$
567+25.03 to 567+97.07 WB 72 TF $1,243.02 89,547.30$
592+45.52 to 592+85.52 EB 40 TF $1,243.02 49,720.88$
592+46.53 to 592+86.53 WB 40 TF $1,243.02 49,720.88$
607+70.19 to 608+40.19 EB 70 TF $1,243.02 87,011.54$
607+71.15 to 608+41.15 WB 70 TF $1,243.02 87,011.54$
635+49.94 to 636+13.94 EB 64 TF $1,243.02 79,553.41$
635+50.78 to 636+14.78 WB 64 TF $1,243.02 79,553.41$
662+64.64 to 663+54.64 EB 90 TF $1,243.02 111,871.98$
662+66.67 to 663+56.61 WB 90 TF $1,243.02 111,797.40$
692+30.48 to 692+62.48 EB 32 TF $1,243.02 39,776.70$
692+32.57 to 692+64.57 WB 32 TF $1,243.02 39,776.70$
718+90.23 to 719+30.23 EB 40 TF $1,243.02 49,720.88$
718+92.21 to 719+32.21 WB 40 TF $1,243.02 49,720.88$
728+12.88 to 729+00.88 EB 88 TF $1,243.02 109,385.94$
728+14.89 to 729+02.89 WB 88 TF $1,243.02 109,385.94$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 6 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
TF $1,243.02 ‐$
SUBTOTAL 1,957 TF 2,432,258.44$
TOTAL 42,626 TF 17,822,170.56$
EA $171,341.48 ‐$ Furnish and Install;
EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 486+01 1 EA $679,171.47 679,171.47$ Furnish and Install;
595+30 1 EA $679,171.47679,171.47$ Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
660+46 1 EA $679,171.47 679,171.47$
721+51 1 EA $679,171.47 679,171.47$
EA $679,171.47 ‐$
EA $679,171.47 ‐$
EA $679,171.47 ‐$
TOTAL 4 EA 2,716,685.88$
C. Universal Crossover in Embedded
TrackEA $642,674.29
‐$
Furnish and Install;
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 7 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
EA $159,232.23 ‐$ Includes 115lb rail, concrete ties, switch, OTM, 10" ballast
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
SUBTOTAL 0 EA ‐$
TOTAL LS 2,716,685.88$
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
490+00.00 1 EA $321,380.80 321,380.80$
Furnish and Install station platform;
Includes cost for one 12' wide concrete platforms, each with canopy,
furnishings, utility services, security system. Newtown Road Station includes
only one side platform for new EB track.
590+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Witchduck Station)
731+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Rosemont Station)
EA $321,380.80 ‐$ two 12' wide platforms (Lynnhaven Station)
EA $321,380.80 ‐$ two 12' wide platforms (North Oceana Station)
EA $321,380.80 ‐$ two 12' wide platforms (Convention Center Station)
EA $519,073.02 ‐$ one 24' wide platform (Oceanfront Station)
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bath room building at end of line station
TOTAL 5 LF 1,928,284.80$
646+00.00 1 EA $880,995.47 880,995.47$
TOTAL 1 EA 880,995.47$ Furnish and Install station platform (Town Center Station, Independence
Option);
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM.
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 8 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
646+00.00 1 STATION $1,518,219.00 $1,518,219.00
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair
towers on piles; elevators and towers shall have glass exterior
TOTAL 1 EA $1,518,219.00
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $23,255,645.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL LS $1,587,379.00 ‐$
30.05 YARD AND TRACKA. Track ‐ Ballast Yard TF $427.97 ‐$ Does not include turnout lengths
B. Track ‐ In Building Yard TF $365.43 ‐$
C. No. 8 Turnouts Yard EA $157,533.80 ‐$
Interlock Signalization and Control Yard EA $397,001.96 ‐$
Asphalt Paving Yard SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Includes grading, building structure, inspection pits, enclosures, finishes,
equipment, mechanical and electrical components, security system. Assume
poor soil (fill) with need for piles. Building is assumed to have an eave height
of 35' and a 30' wide x 250' long wash bay lean‐to. Increase silt fence
quantity and permanant fence quantity (double the quantity); add utility
services to MOF; add $500,000 equipment allowance to reflect cost of pick up
trucks, etc.; add noice attenuation for the operations and control center
(OCC); Include cost for upgrading existing OCC in Norfolk
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
(INDEPENDENCE)
20.07 ELEVATORS, ESCALATORS
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 9 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
Pavement Removal 74,865 SF $5.14384,880.97$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track
Removal24,075 TF $14.49
348,894.90$
Does not include salvage value
Bridge
Removal111 LF $793.67
88,097.81$ 675+22 to 676+45 Over Waterway = 1320 sf; 876+76 to 878+37 Over
Waterway = 1735 sf, Total 282 LF/ 3055 SF
B. Clearing Clearing 22.00 ACRES $8,383.61 184,439.42$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 44,240 LF $34.73 1,536,543.68$ Double silt fence quantity in detailed estimate
TOTAL LS 2,542,856.78$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 6,120 LF Adjust utility cost based on new information
A2. Relocate Distribution Line ‐ UG Open
Cut5,622 LF
A3. Relocate Distribution Line ‐ UG
Trenchless452 LF
TOTAL 1 LS $19,817,200.02 $19,817,200.02
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 22,117 LF $123.40 2,729,304.15$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines
and structures; NS Corridor 22,117 LF $1.24 27,425.08$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 22,117 LF $16.51 365,151.67$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street3,040 LF $146.15 444,296.00$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines
and structures; In Street 3,040 LF $25.22 76,677.92$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 3,040 LF $39.26 119,350.40$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 8 EA $254,278.83 2,034,230.66$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $158,737.93 ‐$
TOTAL LS 25,613,635.91$
TOTAL 12,414 CY $298.22 3,702,103.08$
Increased quantity from 5 acres to 10 acres
TOTAL 6 AC $740,520.00 4,443,120.00$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
A. Demolition
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 10 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
40.05 SITE STRUCTURES INCLUDING ROW Fence 43,410 LF $40.33 1,750,725.30$ 10.6 miles * 2 sides
Bollard and Chain Along 19th Street LF $119.05 ‐$
TOTAL LS 1,750,725.30$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
475 Ton $92.13 43,800.41$
892 Ton $92.13 82,186.70$
124Ton $92.13 11,405.25$
29Ton $92.13 2,680.46$
29Ton $92.13 2,646.85$
Ton $92.13 ‐$
Ton $92.13 ‐$
Ton $92.13 ‐$
Ton $92.13 ‐$ 19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
527+50 TO 533+65 570Ton $94.35 53,828.71$
583+50 TO 587+70 1070 Ton $94.35 101,003.70$
606+50 TO 608+50 149 Ton $94.35 14,016.53$
689+50 35 Ton $94.35 3,294.16$
695+50 34 Ton $94.35 3,252.85$
Ton $94.35 ‐$
Ton $94.35 ‐$
Ton $94.35 ‐$
Ton $94.35 ‐$
19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
583+50 TO 587+70 381 Ton $49.910 19,017.21$
527+50 TO 533+65 190 Ton $49.91 9,491.18$
583+50 TO 587+70 357 Ton $49.91 17,809.15$
606+50 TO 608+50 50 Ton $49.91 2,471.42$
689+50 12 Ton $49.91 580.83$
695+50 11 Ton $49.91 573.55$
Ton $49.91 ‐$
689+50
695+50
A. Asphalt Concrete Surface Course, 5",
Type SM‐9.5A 583+50 TO 587+70
527+50 TO 533+65
606+50 TO 608+50
B. Asphalt Concrete Base Course, 6",
Type BM‐25
C. Aggregate Base Material, Type 1, No.
21A
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 11 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
Ton $49.91 ‐$
Ton $49.91 ‐$
Ton $49.91 ‐$
19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
D. Curb and Gutter (HS‐202) 500+00 TO 510+50 1048 LF $43.78 45,881.44$
527+50 TO 533+65 1254 LF $43.78 54,900.12$
583+50 TO 587+70 1230 LF $43.78 53,849.40$
606+50 TO 608+50 725 LF $43.78 31,740.50$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
granite curb LF $23.56 ‐$ Curb adjacent to track along 19th Street, both sides
D. Park and Rides
585+00.00 Witchduck Rd 1.00 EA $1,797,388.08 1,797,388.08$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
730+00.00 Lynn Shores/Thalia 1.00 EA $1,490,727.49 1,490,727.49$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
70,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
EA $1,567,418.29 ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
75,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
EA $1,686,103.51 ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
100,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add costto include removal of unsuitable materials
E. Milling Asphalt SY $47.02 ‐$ Includes milling of 19th Street Adjacent to track
TOTAL LS 6,297,349.85$
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 12 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $1,763,927.54 $1,763,927.54
Includes Maintenance of Traffic and Protection during construction. Includes
work on Birdneck rd (70' wide, 5 lanes) and 19th Street (45' wide, 4 lanes);
Include 24/7 police at intersections @ $45/hour for duration of project ‐ 49
intersections (notes indicate that total cost may need to increase by about a
factor of 5)
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 13 EA $500,000.00 6,500,000.00$
Grade Crossing Signals 13 EA $250,000.00 3,250,000.00$
Wayside Signals 8.26 MI $100,000.00 826,000.00$ Both Norfolk (3.5 MI) and VB (12.18 mi)
Track Circuits 8.26 MI $120,000.00 991,200.00$ Both Norfolk (3.5 MI) and VB (12.18 mi); Increase curcuits by 20%
Signal House 9 EA $253,980.68 2,285,826.12$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles 9 EA $55,555.56 500,000.04$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 14,353,026.16$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
492+50.00 Newtown Rd 1 EA $9,688.61 9,688.61$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
504+00.00 Princess Anne Rd 1 EA $9,688.61 9,688.61$
508+00.00 Freight Ln 1 EA $9,688.61 9,688.61$
568+00.00 Greenwich Rd 1 EA $9,688.61 9,688.61$
592+50.00 Mac St 1 EA $9,688.61 9,688.61$
608+00.00 Euclid Rd 1 EA $9,688.61 9,688.61$
636+00.00 Kellam Rd 1 EA $9,688.61 9,688.61$
663+00.00 Constitution Dr 1 EA $9,688.61 9,688.61$
692+50.00 N Thalia Rd 1 EA $9,688.61 9,688.61$
719+00.00 S Kentucky Ave 1 EA $9,688.61 9,688.61$
728+50.00 Lynn Shores Dr 1 EA $9,688.61 9,688.61$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
SUBTOTAL 11 106,574.71$
492+50.00
Newtown Rd 1
EA $270,648.16
270,648.16$ Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
504+00.00 Princess Anne Rd 1 EA $270,648.16 270,648.16$
508+00.00 Freight Ln 1 EA $270,648.16 270,648.16$
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 13 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
568+00.00 Greenwich Rd 1 EA $270,648.16 270,648.16$
592+50.00 Mac St 1 EA $270,648.16 270,648.16$
608+00.00 Euclid Rd 1 EA $270,648.16 270,648.16$
636+00.00 Kellam Rd 1 EA $270,648.16 270,648.16$
663+00.00 Constitution Dr 1 EA $270,648.16 270,648.16$
692+50.00 N Thalia Rd 1 EA $270,648.16 270,648.16$
719+00.00 S Kentucky Ave 1 EA $270,648.16 270,648.16$
728+50.00 Lynn Shores Dr 1 EA $270,648.16 270,648.16$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
Private Drive 1 EA $270,648.16 270,648.16$
SUBTOTAL 12 3,247,777.92$
TOTAL 3,354,352.63$
Mainline 5 EA $2,373,678.79 11,868,393.95$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
MOF EA $2,832,443.42 ‐$ includes one for yard and one for lead
TOTAL 5EA
11,868,393.95$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 46 EA $13,969.62 642,602.52$ Furnish and Install 40‐BI 028 (8 per mile)
Traction Power Manholes (MOF) EA $13,969.62 ‐$ 40‐BI ‐ 028
Transit Systems Conduits 1 LS $2,531,314.28 2,531,314.28$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Transit Systems Conduits (MOF) LS $337,560.95 ‐$ MOF Project 30/40 (Time adjusted)
Drilled Shaft Foundations 285 EA $9,939.77 2,832,834.45$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Drilled Shaft Foundations (MOF) EA $9,939.77 ‐$ Project 30 Vol 3 DST ‐ 053 Sht 66
Remove Existing Foundation (OCS Pole
Foundation) 486+00 1 EA$3,911.67 3,911.67$
At Newtown Road station
OCS System58,686
LF$38.47
2,257,650.42$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
OCS System (MOF)
LF$38.47
‐$ OCS ‐ 008/010 ‐ (Same as Above) Includes Jumpers, Hangers, Feeders,
Messenger Wires, Contact Wires
Tapered Tubular Feeder Pole 333 EA $3,027.75 1,008,240.75$ Changed OCS poles to approxiamtely 80 foot spacing
Tapered Tubular Feeder Pole (MOF) EA $3,027.75 ‐$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever 603 EA $3,220.03 1,941,678.69$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever (MOF) EA $3,220.03 ‐$ Changed OCS poles to approxiamtely 80 foot spacingProtection Barrier at Bridges 1 EA $91,064.29 91,064.29$
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 14 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
TOTAL LS 11,309,297.07$
Fiber in Duct Bank 4.76 MI $533,762.18 2,540,707.99$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station stop in VB
IT Room and Equipment at MOF 3 mi $650,000.001,950,000.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
1.00
TOTAL LS 4,490,707.99$
TVM 10 EA $149,213.65 1,492,137.00$
Two collection machines at each station; added two additional TVM at end of
line station and Independence station, 4 TVM's need enclosures; 2 per
enclosure ‐ 2 enclosures total ($12,000 each); Include CAT 5 cable from
TVM's to nearest FO (for the machine and connections, each TVM is about
$150,000, including the cable
TVM at PNR EA $161,912.68 ‐$
TOTAL LS 1,492,137.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
B. Norfolk Southern ROW Acquisition
1.00LS
$25,500,000.00
25,500,000.00$ Parcel acquisition will be required, but area and costs are not determined at
this time.
AC
‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
Parcel acquisition will be required, but area and costs are not determined at
this time.
Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
A. Property Acquisition
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 15 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL 1 LS 25,500,000.00$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL 3 EA $4,368,421.05 13,105,263.00$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL 12 EA $657,142.86 7,885,714.00$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Parcel acquisition will be required, but area and costs are not determined at
this time.
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
HRT_VB_LRT‐MOS_Cost Estimate_2013‐09‐13.xlsx 16 of 16 TOTAL
Cost Estimate Details LRT Alternative 2
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
485+43.28 to 491+81.19 638 LF $162.710103,794.34$ Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
493+27.22 to 503+10.96 984 LF $162.71 160,064.34$
505+76.33 to 507+47.88 172 LF $162.71 27,912.90$
508+19.52 to 567+62.81 5,943 LF $162.71 967,032.72$
568+34.81 to 578+27.00 992 LF $162.71 161,439.23$
587+00.00 to 592+45.52 546 LF $162.71 88,761.56$
592+85.52 to 607+70.19 1,485 LF $162.71 241,570.66$
608+40.19 to 635+49.94 2,710 LF $162.71 440,903.42$
636+13.94 to 640+70.00 456 LF $162.71 74,205.52$
655+60.00 to 662+64.64 705 LF $162.71 114,651.97$
663+54.64 to 675+00.00 1,145 LF $162.71 186,361.53$
676+86.44 to 692+30.48 1,544 LF $162.71 251,230.75$
692+62.48 to 718+90.23 2,628 LF $162.71 427,561.20$
719+30.23 to 728+12.88 883 LF $162.71 143,615.98$
729+00.88 to 757+88.00 2,887 LF $162.71 469,763.30$
766+11.00 to 782+86.87 1,676 LF $162.71 272,680.81$
783+56.11 to 847+45.46 6,389 LF $162.71 1,039,611.14$
848+09.46 to 853+35.00 526 LF $162.71 85,510.61$
861+91.00 to 875+90.00 1,399 LF $162.71 227,631.29$
879+10.00 to 897+72.00 1,862 LF $162.71 302,966.02$
907+25.00 to 926+04.22 1,879 LF $162.71 305,767.89$
926+40.48 to 941+23.01 1,483 LF $162.71 241,222.46$
941+50.03 to 951+18.00 968 LF $162.71 157,498.40$
951+44.00 to 959+10.84 767 LF $162.71 124,772.54$
959+50.84 to 983+04.75 2,354 LF $162.71 383,004.70$
983+44.75 to 992+90.48 946 LF $162.71 153,879.73$
994+70.48 to 1019+32.32 2,462 LF $162.71 400,565.99$
1019+88.32 to 1042+71.29 2,283 LF $162.71 371,462.05$
1043+27.29 to 1050+36.89 710 LF $162.71 115,459.02$
1051+84.94 to 1066+21.26 1,436 LF $162.71 233,703.63$
1067+44.23 to 1088+54.09 2,110 LF $162.71 343,295.32$
1089+27.82 to 1100+87.29 1,159 LF $162.71 188,657.36$
SUBTOTAL 54,124 LF 8,806,558.34$
B. Ballast Curb and underdrain 51,438 LF $311.49 16,022,474.06$
C. Subballast Access Road 533+51.45 to 562+28.75 LT 2,877 LF $59.94 172,476.87$
608+57.75 to 635+73.98 RT 2,716 LF $59.94 162,821.69$
670+03.46 to 675+00.48 LT 497 LF $59.94 29,793.37$
679+47.29 to 683+45.81 RT 399 LF $59.94 23,888.88$
770+21.22 to 783+00.07 RT 1,279 LF $59.94 76,659.38$
783+54.79 to 789+74.56 RT 620 LF $59.94 37,151.49$
798+87.68 to 847+80.97 RT 4,893 LF $59.94 293,323.38$
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 1 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
866+95.17 to 875+06.96 LT 812 LF $59.94 48,661.94$
920+88.83 to 926+16.15 RT 527 LF $59.94 31,609.67$
926+22.78 to 941+32.95 LT 1,510 LF $59.94 90,525.63$
951+43.44 to 953+82.43 RT 239 LF $59.94 14,326.02$
959+50.86 to 983+04.77 RT 2,354 LF $59.94 141,102.78$
1020+00 to 1038+00 RT 1,800 LF $59.94 107,899.20$
SUBTOTAL 20,523 LF 1,230,240.30$
TOTAL 54,124 LF 26,059,272.71$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
491+81.19 to 493+27.22 146 TF $754.100 110,121.22$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
503+10.96 to 505+76.33 265 TF $754.10 200,115.52$
507+47.88 to 508+19.52 72 TF $754.10 54,023.72$
567+62.81 to 568+34.81 72 TF $754.10 54,295.20$
592+45.52 to 592+85.52 40 TF $754.10 30,164.00$
607+70.19 to 608+40.19 70 TF $754.10 52,787.00$
635+49.94 to 636+13.94 64 TF $754.10 48,262.40$
662+64.64 to 663+54.64 90 TF $754.10 67,869.00$
692+30.48 to 692+62.48 32 TF $754.10 24,131.20$
718+90.23 to 719+30.23 40 TF $754.10 30,164.00$
728+12.88 to 729+00.88 88 TF $754.10 66,360.80$
782+86.87 to 783+56.11 69 TF $754.10 52,213.88$
847+45.46 to 848+09.46 64 TF $754.10 48,262.40$
TF $754.10 ‐$
926+04.22 to 926+40.48 36 TF $754.10 27,343.67$
941+23.01 to 941+50.03 27 TF $754.10 20,375.78$
951+18.00 to 951+44.00 26 TF $754.10 19,606.60$
959+10.84 to 959+50.84 40 TF $754.10 30,164.00$
983+04.75 to 983+44.75 40 TF $754.10 30,164.00$
992+90.48 to 994+70.48 180 TF $754.10 135,738.00$
1019+32.32 to 1019+88.32 56 TF $754.10 42,229.60$
1042+71.29 to 1043+27.29 56 TF $754.10 42,229.60$
1050+36.89 to 1051+84.94 148 TF $754.10 111,644.51$
1058+08.00 to 1058+72.00 64 TF $754.10 48,262.40$
1066+21.26 to 1067+44.23 123 TF $754.10 92,731.68$
1088+54.09 to 1089+27.82 74 TF $754.10 55,599.79$
TOTAL 1,982 TF 1,494,859.97$ 10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
1100+87.29 to 1128+00.30 2,725 TF $365.30 995,442.50$ Include costs for rough grading, excavation and track slab
TOTAL 2,725 TF 995,442.50$
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 2 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE) 873 LF $11,559.07 10,091,070.73$ Ballast Deck Bridge, 24822 sq ft, 8 Piers
1490 LF $11,212.20 16,706,178.00$ Ballast Deck Bridge, 54243 sq ft, 14 Piers
187 LF $17,551.49 3,282,129.19$ Open Deck Bridge, 5156 sq ft, 2 Piers
823 LF $12,036.10 9,905,710.30$ Ballast Deck Bridge, 23417 sq ft, 8 Piers
856 LF $11,740.07 10,049,499.92$ Ballast Deck Bridge, 24422 sq ft, 8 Piers
320 LF $14,846.82 4,750,982.72$ Open Deck Bridge, 8851 sq ft, 4 Piers
953 LF $11,559.07 11,015,796.57$ Ballast Deck Bridge, 25731 sq ft, 9 Piers
TOTAL 5,502 LF 65,801,367.43$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Unsuitable Excavation 79,510 CY $34.75 2,762,972.50$ Track alignment Assume 24" depth, x 38' width; increased unit cost to $35
Borrow Fill ‐ Unsuitable Excavation 79,510 CY $57.64 4,583,035.91$ Does not Include MOF
Embankment 24,790 CY $65.57 1,625,480.30$
B. Retaining Walls 569+00.00 to 572+13.65 WB 1,882 SF $35.84 67,451.06$ Furnish and Install;
575+60.04 to 578+28.10 WB 1,977 SF $35.84 70,855.15$ Retaining walls for bridge approaches
575+59.87 to 578+27.02 EB 1,977 SF $35.84 70,855.15$
587+01.92 to 589+87.86 WB 2,162 SF $35.84 77,485.92$
587+00.00 to 589+86.85 EB 2,162 SF $35.84 77,485.92$
638+75.45 to 640+71.65 WB 1,936 SF $35.84 69,381.15$
638+76.00 to 640+69.96 EB 1,936 SF $35.84 69,381.15$
655+62.69 to 658+28.11 WB 3,157 SF $35.84 113,157.67$
655+59.90 to 658+25.30 EB 3,157 SF $35.84 113,157.67$
754+10.54 to 757+89.96 WB 2,131 SF $35.84 76,370.34$
754+08.94 to 757+87.86 EB 2,131 SF $35.84 76,370.34$
766+13.57 to 768+86.18 WB 2,149 SF $35.84 77,033.42$
766+10.58 to 768+83.39 EB 2,149 SF $35.84 77,033.42$
784+28.44 to 786+59.00 EB 1,383 SF $35.84 49,582.39$
850+70.40 to 853+36.75 WB 2,057 SF $35.84 73,709.07$
850+67.95 to 853+35.17 EB 2,057 SF $35.84 73,709.07$
861+94.17 to 864+65.36 WB 2,045 SF $35.84 73,296.89$
897+72 TO 907+25 LRT
Over London Bridge Rd
10.08 GUIDWAY: RETAINED CUT OR FILL
578+27 TO 587+00 LRT
Over Witchduck Rd
640+70 TO 655+60 LRT
Over Independence Blvd
675+00 TO 676+87
LRT Over Waterway
757+88 TO 766+11
LRT Over Rosemont Rd
853+35 TO 861+91 LRT
Over Lynnhaven Parkway
875+90 TO 879+10 LRT
Over Waterway
Furnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 3 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
861+94.17 to 864+35.36 EB 2,041 SF $35.84 73,159.50$
895+00.00 to 897+72.00 WB 1,741 SF $35.84 62,400.92$
895+00.00 to 897+72.00 EB 1,741 SF $35.84 62,400.92$
907+25.00 to 910+00.00 WB 1,860 SF $35.84 66,657.16$
907+25.00 to 910+00.00 EB 1,860 SF $35.84 66,657.16$
TOTAL LS 10,609,080.18$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
675+00 TO 676+87LRT Over Waterway 187 TF $412.82 77,197.34$
675+00 TO 676+87LRT Over Waterway 187 TF $412.82 77,197.34$
875+90 TO 879+10 LRTOver Waterway 320 TF $412.82 132,102.40$
875+90 TO 879+10 LRTOver Waterway 320 TF $412.82 132,102.40$
TOTAL 1,014 TF 418,599.48$
1087+50 to 1128+12.25 EB 4,062 TF $317.54 1,289,851.54$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
1087+50 to 1128+00.30 WB 4,050 TF $317.51 1,285,919.55$ Includes 115lb CWR, concrete ties, OTM
TOTAL 8,112 TF 2,575,771.09$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 485+43.28 to 491+81.19 EB 638 TF $322.893 205,976.67$ Furnish and Install;
491+73.78 to 491+81.97 WB 8 TF $322.89 2,644.49$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
493+27.22 to 503+10.96 EB 984 TF $322.89 317,642.76$
493+28.00 to 502+74.81 WB 947 TF $322.89 305,718.32$
505+76.33 to 507+47.88 EB 172 TF $322.89 55,392.29$
505+38.85 to 507+48.72 WB 210 TF $322.89 67,765.55$
508+19.52 to 567+62.81 EB 5,943 TF $322.89 1,919,046.74$
508+20.36 to 567+25.03 WB 5,905 TF $322.89 1,906,576.61$
568+34.81 to 578+27.00 EB 992 TF $322.89 320,371.21$
567+97.07 to 578+27.01 WB 1,030 TF $322.89 332,560.42$
587+00.00 to 592+45.52 EB 546 TF $322.89 176,144.59$
587+01.92 to 592+46.53 WB 545 TF $322.89 175,850.76$
592+85.52 to 607+70.19 EB 1,485 TF $322.89 479,389.55$
592+86.53 to 607+71.15 WB 1,485 TF $322.89 479,373.41$
608+40.19 to 635+49.94 EB 2,710 TF $322.89 874,959.31$
608+41.15 to 635+50.78 WB 2,710 TF $322.89 874,920.56$
636+13.94 to 640+70.00 EB 456 TF $322.89 147,258.58$
636+14.78 to 640+71.65 WB 457 TF $322.89 147,520.12$
655+60.00 to 662+64.64 EB 705 TF $322.89 227,523.32$
655+62.69 to 662+66.67 WB 704 TF $322.89 227,310.21$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 4 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
663+54.64 to 675+00.00 EB 1,145 TF $322.89 369,828.73$
663+56.61 to 675+02.06 WB 1,145 TF $322.89 369,857.79$
676+86.44 to 692+30.48 EB 1,544 TF $322.89 498,559.71$
676+88.47 to 692+32.57 WB 1,544 TF $322.89 498,579.08$
692+62.48 to 718+90.23 EB 2,628 TF $322.89 848,482.08$
692+64.57 to 718+92.21 WB 2,628 TF $322.89 848,446.56$
719+30.23 to 728+12.88 EB 883 TF $322.89 285,001.51$
719+32.21 to 728+14.89 WB 883 TF $322.89 285,011.19$
729+00.88 to 757+88.00 EB 2,887 TF $322.89 932,230.84$
729+02.89 to 757+89.96 WB 2,887 TF $322.89 932,214.69$
766+11.00 to 782+86.87 EB 1,676 TF $322.89 541,126.69$
766+13.57 to 782+85.57 WB 1,672 TF $322.89 539,877.10$
783+56.11 to 847+45.46 EB 6,389 TF $322.89 2,063,076.39$
783+58.57 to 847+47.90 WB 6,389 TF $322.89 2,063,069.93$
848+09.46 to 853+35.00 EB 526 TF $322.89 169,693.19$
848+11.90 to 853+36.75 WB 525 TF $322.89 169,470.39$
861+91.00 to 875+90.00 EB 1,399 TF $322.89 451,727.31$
861+94.17 to 875+90.00 WB 1,396 TF $322.89 450,703.74$
879+10.00 to 897+72.00 EB 1,862 TF $322.89 601,226.77$
879+10.00 to 897+72.00 WB 1,862 TF $322.89 601,226.77$
907+25.00 to 926+01.99 EB 1,877 TF $322.89 606,066.93$
926+36.78 to 941+23.01 EB 1,486 TF $322.89 479,893.26$
907+25.00 to 926+04.22 WB 1,879 TF $322.89 606,786.98$
926+40.48 to 941+25.55 WB 1,485 TF $322.89 479,518.71$
941+50.03 to 951+18.00 EB 968 TF $322.89 312,550.74$
941+52.56 to 951+20.00 WB 967 TF $322.89 312,379.60$
951+44.00 to 959+10.84 EB 767 TF $322.89 247,607.27$
951+46.00 to 959+13.36 WB 767 TF $322.89 247,775.17$
959+50.84 to 983+04.75 EB 2,354 TF $322.89 760,061.06$
959+53.36 to 983+07.27 WB 2,354 TF $322.89 760,061.06$
983+44.75 to 992+90.48 EB 946 TF $322.89 305,369.60$
983+47.27 to 992+74.46 WB 927 TF $322.89 299,383.16$
994+70.48 to 1019+32.32 EB 2,462 TF $322.89 794,910.90$
994+34.46 to 1019+34.84 WB 2,500 TF $322.89 807,355.20$
1019+88.32 to 1042+71.29 EB 2,283 TF $322.89 737,155.03$
1019+90.84 to 1042+73.80 WB 2,283 TF $322.89 737,151.80$
1043+27.29 to 1050+36.89 EB 710 TF $322.89 229,124.87$
1043+29.80 to 1050+39.39 WB 710 TF $322.89 229,121.64$
1051+84.94 to 1066+21.26 EB 1,436 TF $322.89 463,777.67$
1051+69.88 to 1066+03.59 WB 1,434 TF $322.89 462,934.92$
1067+44.23 to 1088+54.09 EB 2,110 TF $322.89 681,259.02$
1067+45.22 to 1088+57.61 WB 2,112 TF $322.89 682,075.94$
1089+27.82 to 1100+87.29 EB 1,159 TF $322.89 374,384.75$
1089+31.34 to 1100+63.05 WB 1,132 TF $322.89 365,421.24$
1124+35.49 to 1128+00.27 EB 365 TF $322.89 117,784.91$
1124+48.39 to 1128+13.31 WB 365 TF $322.89 117,830.11$
1076+30 to 1086+00 970 TF $322.89 313,206.21$ Added pocket track
SUBTOTAL 109,307 TF 35,294,303.70$
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 5 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
578+27 TO 587+00 LRTOver Witchduck Rd 873 TF $344.083 300,384.46$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
578+27 TO 587+00 LRTOver Witchduck Rd 873 TF $344.08 300,384.46$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
640+70 TO 655+60 LRTOver Independence Blvd 1,490 TF $344.08 512,683.67$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
640+70 TO 655+60 LRTOver Independence Blvd 1,490 TF $344.08 512,683.67$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
757+88 TO 766+11 LRT Over Rosemont Rd 823 TF $344.08 283,180.31$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
757+88 TO 766+11 LRT Over Rosemont Rd 823 TF $344.08 283,180.31$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
853+35 TO 861+91 LRTOver Lynnhaven Parkway 856 TF $344.08 294,535.05$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
853+35 TO 861+91 LRTOver Lynnhaven Parkway 856 TF $344.08 294,535.05$ Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
897+72 TO 907+25 LRTOver London Bridge Rd 953 TF $344.08 327,911.10$
897+72 TO 907+25 LRTOver London Bridge Rd 953 TF $344.08 327,911.10$
SUBTOTAL 9,990 TF 3,437,389.17$
491+81.19 to 493+27.22 EB 146 TF $1,243.02 181,518.50$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
491+81.97 to 493+28.00 WB 146 TF $1,243.02 181,518.50$ Use different type of grade crossing, increase cost
503+10.96 to 505+76.33 EB 265 TF $1,243.02 329,860.75$
502+74.81 to 505+38.85 WB 264 TF $1,243.02 328,207.53$
507+47.88 to 508+19.52 EB 72 TF $1,243.02 89,050.10$
507+48.72 to 508+20.36 WB 72 TF $1,243.02 89,050.10$
567+62.81 to 568+34.81 EB 72 TF $1,243.02 89,497.58$
567+25.03 to 567+97.07 WB 72 TF $1,243.02 89,547.30$
592+45.52 to 592+85.52 EB 40 TF $1,243.02 49,720.88$
592+46.53 to 592+86.53 WB 40 TF $1,243.02 49,720.88$
607+70.19 to 608+40.19 EB 70 TF $1,243.02 87,011.54$
607+71.15 to 608+41.15 WB 70 TF $1,243.02 87,011.54$
635+49.94 to 636+13.94 EB 64 TF $1,243.02 79,553.41$
635+50.78 to 636+14.78 WB 64 TF $1,243.02 79,553.41$
662+64.64 to 663+54.64 EB 90 TF $1,243.02 111,871.98$
662+66.67 to 663+56.61 WB 90 TF $1,243.02 111,797.40$
692+30.48 to 692+62.48 EB 32 TF $1,243.02 39,776.70$
692+32.57 to 692+64.57 WB 32 TF $1,243.02 39,776.70$
718+90.23 to 719+30.23 EB 40 TF $1,243.02 49,720.88$
718+92.21 to 719+32.21 WB 40 TF $1,243.02 49,720.88$
728+12.88 to 729+00.88 EB 88 TF $1,243.02 109,385.94$
728+14.89 to 729+02.89 WB 88 TF $1,243.02 109,385.94$
782+86.87 to 783+56.11 EB 69 TF $1,243.02 86,066.84$
782+85.57 to 783+58.57 WB 73 TF $1,243.02 90,740.61$
847+45.46 to 848+09.46 EB 64 TF $1,243.02 79,553.41$
847+47.90 to 848+11.90 WB 64 TF $1,243.02 79,553.41$
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 6 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
TF $1,243.02 ‐$
TF $1,243.02 ‐$
926+01.99 to 926+36.78 EB 35 TF $1,243.02 43,244.74$
926+04.22 to 926+40.48 WB 36 TF $1,243.02 45,071.98$
941+23.01 to 941+50.03 EB 27 TF $1,243.02 33,586.45$
941+25.55 to 941+52.56 WB 27 TF $1,243.02 33,574.02$
951+18.00 to 951+44.00 EB 26 TF $1,243.02 32,318.57$
951+20.00 to 951+46.00 WB 26 TF $1,243.02 32,318.57$
959+10.84 to 959+50.84 EB 40 TF $1,243.02 49,720.88$
959+13.36 to 959+53.36 WB 40 TF $1,243.02 49,720.88$
983+04.75 to 983+44.75 EB 40 TF $1,243.02 49,720.88$
983+07.27 to 983+47.27 WB 40 TF $1,243.02 49,720.88$
992+90.48 to 994+70.48 EB 180 TF $1,243.02 223,743.96$
992+74.46 to 994+34.46 WB 160 TF $1,243.02 198,883.52$
1019+32.32 to 1019+88.32 EB 56 TF $1,243.02 69,609.23$
1019+34.84 to 1019+90.84 WB 56 TF $1,243.02 69,609.23$
1042+71.29 to 1043+27.29 EB 56 TF $1,243.02 69,609.23$
1042+73.80 to 1043+29.80 WB 56 TF $1,243.02 69,609.23$
1050+36.89 to 1051+84.94 EB 148 TF $1,243.02 184,029.41$
1050+39.39 to 1051+69.88 WB 130 TF $1,243.02 162,201.94$
1066+21.26 to 1067+44.23 EB 123 TF $1,243.02 152,854.42$
1066+03.59 to 1067+45.22 WB 142 TF $1,243.02 176,049.21$
1088+54.09 to 1089+27.82 EB 74 TF $1,243.02 91,648.01$
1088+57.61 to 1089+31.34 WB 74 TF $1,243.02 91,648.01$
SUBTOTAL 3,819 TF 4,746,665.96$
TOTAL 109,307 TF 43,478,358.83$
910+47.00 RH 2 EA $171,341.48 342,682.96$ Furnish and Install;
921+70.00 LH 2 EA $171,341.48 342,682.96$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
A. Turnout (Crossover) in Ballast 1083+75 RH 2 EA $171,341.48 342,682.96$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 6 EA 1,028,048.88$
B. Universal Crossover in Ballast 486+01 1 EA $679,171.47 679,171.47$ Furnish and Install;
595+30 1 EA $679,171.47679,171.47$ Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
660+46 1 EA $679,171.47 679,171.47$
721+51 1 EA $679,171.47 679,171.47$
844+48 1 EA $679,171.47 679,171.47$
959+98 1 EA $679,171.47 679,171.47$
1039+47 1 EA $679,171.47 679,171.47$
TOTAL 7 EA 4,754,200.30$
C. Universal Crossover in Embedded
Track1115+57 1 EA $642,674.29
642,674.29$
Furnish and Install;
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 7 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 1 EA 642,674.29$
D. No. 8 Turnout in Ballast 740+22 LH 1 EA $159,232.23 159,232.23$ Furnish and Install;
741+20 RH 1 EA $159,232.23 159,232.23$ Includes 115lb rail, concrete ties, switch, OTM, 10" ballast
742+92 RH 1 EA $159,232.23 159,232.23$
746+36 LH 1 EA $159,232.23 159,232.23$
748+10 LH 1 EA $159,232.23 159,232.23$
749+06 RH 1 EA $159,232.23 159,232.23$
912+44.00 RH 1 EA $159,232.23 159,232.23$
921+00.00 LH 1 EA $159,232.23 159,232.23$
1075+63 LH 1 EA $159,232.23 159,232.23$
1076+67 RH 1 EA $159,232.23 159,232.23$
1078+35 RH 1 EA $159,232.23 159,232.23$
1086+97 LH 1 EA $159,232.23 159,232.23$
SUBTOTAL 12 EA 1,910,786.80$
TOTAL LS 8,335,710.26$
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
490+00.00 1 EA $321,380.80 321,380.80$
Furnish and Install station platform;
Includes cost for one 12' wide concrete platforms, each with canopy,
furnishings, utility services, security system. Newtown Road Station includes
only one side platform for new EB track.
590+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Witchduck Station)
731+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Rosemont Station)
850+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Lynnhaven Station)
955+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (North Oceana Station)
1099+00.00 2 EA $321,380.80 642,761.60$ two 12' wide platforms (Convention Center Station)
1026+00.00 1 EA $519,073.02 519,073.02$ one 24' wide platform (Oceanfront Station)
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bath room building at end of line station
TOTAL 12 LF 4,375,642.62$
646+00.00 1 EA $880,995.47 880,995.47$
TOTAL 1 EA 880,995.47$ Furnish and Install station platform (Town Center Station, Independence
Option);
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM.
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 8 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
646+00.00 1 STATION $1,518,219.00 $1,518,219.00
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair
towers on piles; elevators and towers shall have glass exterior
TOTAL 1 EA $1,518,219.00
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY
TOTAL 1 LS $23,255,645.00 23,255,645.00$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL 1 LS $1,587,379.00 1,587,379.00$
30.05 YARD AND TRACKA. Track ‐ Ballast Yard 14,070.00 TF $427.97 6,021,537.90$ Does not include turnout lengths
B. Track ‐ In Building Yard 2,650.00 TF $365.43 968,392.15$
C. No. 8 Turnouts Yard 30.00 EA $157,533.80 4,726,014.00$
Interlock Signalization and Control Yard 1.00 EA $397,001.96 397,001.96$
Asphalt Paving Yard 10,000.00 SY $70.34 703,400.00$
TOTAL LS 12,816,346.01$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Includes grading, building structure, inspection pits, enclosures, finishes,
equipment, mechanical and electrical components, security system. Assume
poor soil (fill) with need for piles. Building is assumed to have an eave height
of 35' and a 30' wide x 250' long wash bay lean‐to. Increase silt fence
quantity and permanant fence quantity (double the quantity); add utility
services to MOF; add $500,000 equipment allowance to reflect cost of pick up
trucks, etc.; add noice attenuation for the operations and control center
(OCC); Include cost for upgrading existing OCC in Norfolk
Includes one 18.75' wide concrete center platform, canopy, furnishings, utility
services, security system: does not include elevators/escalators (see 20.07);
increase length of canopy by 20% to cover TVM
(INDEPENDENCE)
20.07 ELEVATORS, ESCALATORS
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 9 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
Pavement Removal 191,226 SF $5.14983,092.87$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track
Removal61,492 TF $14.49
891,142.06$
Does not include salvage value
Bridge
Removal282 LF $793.67
223,816.07$ 675+22 to 676+45 Over Waterway = 1320 sf; 876+76 to 878+37 Over
Waterway = 1735 sf, Total 282 LF/ 3055 SF
B. Clearing Clearing 56.50 ACRES $8,383.61 473,673.97$ area from subballast edge to 10' beyond limits of work
C. Earthwork Erosion Control 112,986 LF $34.73 3,924,229.75$ Double silt fence quantity in detailed estimate
TOTAL LS 6,495,954.72$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 15,633 LF Adjust utility cost based on new information
A2. Relocate Distribution Line ‐ UG Open
Cut14,360 LF
A3. Relocate Distribution Line ‐ UG
Trenchless1,155 LF
TOTAL 1 LS $19,817,200.02 $19,817,200.02
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 56,493 LF $123.40 6,971,405.68$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines
and structures; NS Corridor 56,493 LF $1.24 70,051.32$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 56,493 LF $16.51 932,699.43$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street7,764 LF $146.15 1,134,708.60$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines
and structures; In Street 7,764 LF $25.22 195,831.37$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 7,764 LF $39.26 304,814.64$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 17 EA $254,278.83 4,322,740.16$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta
875+501 LS $158,737.93 158,737.93$
TOTAL LS 33,908,189.15$
TOTAL 24,827 CY $298.22 7,403,907.94$
Increased quantity from 5 acres to 10 acres
TOTAL 10 AC $740,520.00 7,405,200.00$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
A. Demolition
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 10 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
40.05 SITE STRUCTURES INCLUDING ROW Fence 110,880 LF $40.33 4,471,790.40$ 10.6 miles * 2 sides
Bollard and Chain Along 19th Street 1,950 LF $119.05 232,153.35$
TOTAL LS 4,703,943.75$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
475 Ton $92.13 43,800.41$
892 Ton $92.13 82,186.70$
124Ton $92.13 11,405.25$
29Ton $92.13 2,680.46$
29Ton $92.13 2,646.85$
222Ton $92.13 20,474.55$
166Ton $92.13 15,276.09$
2520 Ton $92.13 232,169.08$
1101+00 to 1106+00 1021 Ton $92.13 94,110.11$ 19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
527+50 TO 533+65 570Ton $94.35 53,828.71$
583+50 TO 587+70 1070 Ton $94.35 101,003.70$
606+50 TO 608+50 149 Ton $94.35 14,016.53$
689+50 35 Ton $94.35 3,294.16$
695+50 34 Ton $94.35 3,252.85$
852+95 TO 857+15 267 Ton $94.35 25,162.29$
857+40 TO 861+60 199 Ton $94.35 18,773.62$
3024 Ton $94.35 285,325.22$
1101+00 to 1106+00 1226 Ton $94.35 115,657.04$
19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
583+50 TO 587+70 381 Ton $49.910 19,017.21$
527+50 TO 533+65 190 Ton $49.91 9,491.18$
583+50 TO 587+70 357 Ton $49.91 17,809.15$
606+50 TO 608+50 50 Ton $49.91 2,471.42$
689+50 12 Ton $49.91 580.83$
695+50 11 Ton $49.91 573.55$
852+95 TO 857+15 89 Ton $49.91 4,436.66$
689+50
695+50
852+95 TO 857+15
A. Asphalt Concrete Surface Course, 5",
Type SM‐9.5A
857+40 TO 861+60
583+50 TO 587+70
527+50 TO 533+65
606+50 TO 608+50
1050+36 TO 1066+21
B. Asphalt Concrete Base Course, 6",
Type BM‐25
C. Aggregate Base Material, Type 1, No.
21A
1050+36 TO 1066+21
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 11 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
857+40 TO 861+60 66 Ton $49.91 3,310.20$
1008 Ton $49.91 50,309.06$
1101+00 to 1106+00 409 Ton $49.91 20,392.86$
19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
D. Curb and Gutter (HS‐202) 500+00 TO 510+50 1048 LF $43.78 45,881.44$
527+50 TO 533+65 1254 LF $43.78 54,900.12$
583+50 TO 587+70 1230 LF $43.78 53,849.40$
606+50 TO 608+50 725 LF $43.78 31,740.50$
852+95 TO 857+15 1844 LF $43.78 80,730.32$
857+40 TO 861+60 793 LF $43.78 34,717.54$
3536 LF $43.78 154,806.08$
1101+00 to 1106+00 1400 LF $43.78 61,292.00$
19th Street west of Parks Avenue is not part of the City of VB proposed
roadway improvements, so any widening there would be a project cost.
granite curb 1101+50 TO 1128+00 5300 LF $23.56 124,868.00$ Curb adjacent to track along 19th Street, both sides
D. Park and Rides
585+00.00 Witchduck Rd 1.00 EA $1,797,388.08 1,797,388.08$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
730+00.00 Lynn Shores/Thalia 1.00 EA $1,490,727.49 1,490,727.49$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
70,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
850+00.00 Lynnhaven Pkwy 1.00 EA $1,567,418.29 1,567,418.29$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
75,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
955+00.00 North Oceana 1.00 EA $1,686,103.51 1,686,103.51$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
100,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add costto include removal of unsuitable materials
E. Milling Asphalt 1100+87 TO 1124+35 7369.00 SY $47.02 346,490.38$ Includes milling of 19th Street Adjacent to track
TOTAL LS 11,239,172.73$
1050+36 TO 1066+21
1050+36 TO 1066+21
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 12 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $1,763,927.54 $1,763,927.54
Includes Maintenance of Traffic and Protection during construction. Includes
work on Birdneck rd (70' wide, 5 lanes) and 19th Street (45' wide, 4 lanes);
Include 24/7 police at intersections @ $45/hour for duration of project ‐ 49
intersections (notes indicate that total cost may need to increase by about a
factor of 5)
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 33 EA $500,000.00 16,500,000.00$
Grade Crossing Signals 41 EA $250,000.00 10,250,000.00$
Wayside Signals 15.68 MI $100,000.00 1,568,000.00$ Both Norfolk (3.5 MI) and VB (12.18 mi)
Track Circuits 15.68 MI $120,000.00 1,881,600.00$ Both Norfolk (3.5 MI) and VB (12.18 mi); Increase curcuits by 20%
Signal House 25 EA $253,980.68 6,349,517.00$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles 9 EA $55,555.56 500,000.04$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 37,049,117.04$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
492+50.00 Newtown Rd 1 EA $9,688.61 9,688.61$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
504+00.00 Princess Anne Rd 1 EA $9,688.61 9,688.61$
508+00.00 Freight Ln 1 EA $9,688.61 9,688.61$
568+00.00 Greenwich Rd 1 EA $9,688.61 9,688.61$
592+50.00 Mac St 1 EA $9,688.61 9,688.61$
608+00.00 Euclid Rd 1 EA $9,688.61 9,688.61$
636+00.00 Kellam Rd 1 EA $9,688.61 9,688.61$
663+00.00 Constitution Dr 1 EA $9,688.61 9,688.61$
692+50.00 N Thalia Rd 1 EA $9,688.61 9,688.61$
719+00.00 S Kentucky Ave 1 EA $9,688.61 9,688.61$
728+50.00 Lynn Shores Dr 1 EA $9,688.61 9,688.61$
783+00.00 Plaza Trail 1 EA $9,688.61 9,688.61$
847+50.00 Lynnhaven Rd 1 EA $9,688.61 9,688.61$
951+40.00 N. Oceana Park and Ride 1 EA $9,688.61 9,688.61$
959+50.00 Air Station Dr 1 EA $9,688.61 9,688.61$
983+00.00 First Colonial Rd 1 EA $9,688.61 9,688.61$
994+00.00 Oceana Blvd 1 EA $9,688.61 9,688.61$
1019+50.00 Sykes Ave 1 EA $9,688.61 9,688.61$
1043+00.00 Distribution Dr 1 EA $9,688.61 9,688.61$
SUBTOTAL 19 184,083.59$
492+50.00
Newtown Rd 1
EA $270,648.16
270,648.16$ Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
504+00.00 Princess Anne Rd 1 EA $270,648.16 270,648.16$
508+00.00 Freight Ln 1 EA $270,648.16 270,648.16$
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 13 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
568+00.00 Greenwich Rd 1 EA $270,648.16 270,648.16$
592+50.00 Mac St 1 EA $270,648.16 270,648.16$
608+00.00 Euclid Rd 1 EA $270,648.16 270,648.16$
636+00.00 Kellam Rd 1 EA $270,648.16 270,648.16$
663+00.00 Constitution Dr 1 EA $270,648.16 270,648.16$
692+50.00 N Thalia Rd 1 EA $270,648.16 270,648.16$
719+00.00 S Kentucky Ave 1 EA $270,648.16 270,648.16$
728+50.00 Lynn Shores Dr 1 EA $270,648.16 270,648.16$
783+00.00 Plaza Trail 1 EA $270,648.16 270,648.16$
847+50.00 Lynnhaven Rd 1 EA $270,648.16 270,648.16$
EA $270,648.16 ‐$
951+40.00 N. Oceana Park and Ride 1 EA $270,648.16 270,648.16$
959+50.00 Air Station Dr 1 EA $270,648.16 270,648.16$
983+00.00 First Colonial Rd 1 EA $270,648.16 270,648.16$
994+00.00 Oceana Blvd 1 EA $270,648.16 270,648.16$
1019+50.00 Sykes Ave 1 EA $270,648.16 270,648.16$
1043+00.00 Distribution Dr 1 EA $270,648.16 270,648.16$
1058+00.00 Hope Ave 1 EA $270,648.16 270,648.16$
Private Drive 1 EA $270,648.16 270,648.16$
SUBTOTAL 21 5,683,611.36$
TOTAL 5,867,694.95$
Mainline 13 EA $2,373,678.79 30,857,824.27$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
MOF 2 EA $2,832,443.42 5,664,886.84$ includes one for yard and one for lead
TOTAL 15EA
36,522,711.11$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 98 EA $13,969.62 1,369,022.76$ Furnish and Install 40‐BI 028 (8 per mile)
Traction Power Manholes (MOF) 50 EA $13,969.62 698,481.00$ 40‐BI ‐ 028
Transit Systems Conduits 1 LS $2,531,314.28 2,531,314.28$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Transit Systems Conduits (MOF) 1 LS $337,560.95 337,560.95$ MOF Project 30/40 (Time adjusted)
Drilled Shaft Foundations 615 EA $9,939.77 6,112,958.55$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Drilled Shaft Foundations (MOF) 110 EA $9,939.77 1,093,374.70$ Project 30 Vol 3 DST ‐ 053 Sht 66
Remove Existing Foundation (OCS Pole
Foundation) 486+00 1 EA$3,911.67 3,911.67$
At Newtown Road station
OCS System128,514
LF$38.47
4,943,933.58$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
OCS System (MOF)27,255
LF$38.47
1,048,499.85$ OCS ‐ 008/010 ‐ (Same as Above) Includes Jumpers, Hangers, Feeders,
Messenger Wires, Contact Wires
Tapered Tubular Feeder Pole 850 EA $3,027.75 2,573,587.50$ Changed OCS poles to approxiamtely 80 foot spacing
Tapered Tubular Feeder Pole (MOF) 138 EA $3,027.75 417,829.50$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever 1538 EA $3,220.03 4,952,407.68$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever (MOF) 275 EA $3,220.03 885,508.53$ Changed OCS poles to approxiamtely 80 foot spacingProtection Barrier at Bridges 2 EA $91,064.29 182,128.58$
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 14 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
TOTAL LS 27,150,519.12$
Fiber in Duct Bank 12.18 MI $533,762.18 6,501,223.39$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security 13 EA $109,272.941,420,548.25$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station stop in VB
IT Room and Equipment at MOF 12.18 mi $650,000.007,917,000.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL LS 15,838,771.63$
TVM 14 EA $149,213.65 2,088,991.00$
Two collection machines at each station; added two additional TVM at end of
line station and Independence station, 4 TVM's need enclosures; 2 per
enclosure ‐ 2 enclosures total ($12,000 each); Include CAT 5 cable from
TVM's to nearest FO (for the machine and connections, each TVM is about
$150,000, including the cable
TVM at PNR 6 EA $161,912.68 971,476.00$
TOTAL LS 3,060,467.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
B. Norfolk Southern ROW Acquisition
1.00LS
$40,000,000.00
40,000,000.00$ Parcel acquisition will be required, but area and costs are not determined at
this time.
AC
‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
Parcel acquisition will be required, but area and costs are not determined at
this time.
Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
A. Property Acquisition
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 15 of 16 TOTAL
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL 1 LS 40,000,000.00$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL 19 EA $4,368,421.05 83,000,000.00$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL 14 EA $657,142.86 9,200,000.00$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Parcel acquisition will be required, but area and costs are not determined at
this time.
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
HRT_VB_LRT‐FULL_Cost Estimate_2013‐09‐13.xlsx 16 of 16 TOTAL
Cost Estimate Details LRT Alternative 3 (Laskin Road Roadway)
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
0 LF $162.710 ‐$ Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
0 LF $162.71 ‐$
SUBTOTAL 0 LF ‐$
B. Ballast Curb and underdrain LF $311.49 ‐$
C. Subballast Access Road 0 LF $59.94 ‐$
0 LF $59.94 ‐$
0 LF $59.94 ‐$
0 LF $59.94 ‐$
0 LF $59.94 ‐$
0 LF $59.94 ‐$
0 LF $59.94 ‐$
0 LF $59.94 ‐$
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 1 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
SUBTOTAL 0 LF ‐$
TOTAL 0 LF ‐$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
0 TF $754.100 ‐$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
0 TF $754.10 ‐$
TOTAL 0 TF ‐$ Include costs for rough grading, excavation and track slab
0 TF $365.30 ‐$
0 TF $365.30 ‐$
0 TF $365.30 ‐$
TOTAL 0 TF ‐$
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)
0 LF ‐$
0 LF ‐$
0 LF ‐$
0 LF ‐$
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 2 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
0 LF ‐$
0 LF ‐$
0 LF ‐$
0 LF ‐$
0 LF ‐$
TOTAL 0 LF ‐$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Unsuitable Excavation CY $34.75 ‐$ Track alignment Assume 24" depth
Borrow Fill ‐ Unsuitable Excavation CY $57.64 ‐$ Does not Include MOF
Embankment CY $65.57 ‐$
B. Retaining Walls SF $35.84 ‐$ Furnish and Install;
SF $35.84 ‐$ Retaining walls for bridge approaches
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
A. Earthwork
10.08 GUIDWAY: RETAINED CUT OR FILLFurnish and Install Retaining Wall Undercut and Fill in this bid item;
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 3 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
SF $35.84 ‐$
TOTAL LS ‐$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
0 TF $412.82 ‐$
0 TF $412.82 ‐$
0 TF $412.82 ‐$
0 TF $412.82 ‐$
TOTAL 0 TF ‐$
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
0 TF $317.541 ‐$
0 TF $317.54 ‐$
0 TF $317.54 ‐$ Includes 115lb CWR, concrete ties, OTM
0 TF $317.54 ‐$
TOTAL 0 TF ‐$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 0 TF $322.893 ‐$ Furnish and Install;
0 TF $322.89 ‐$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 4 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 $322.89 ‐$
0 TF $322.89 ‐$
0 TF $322.89 ‐$
SUBTOTAL 0 TF ‐$
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 5 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
00 TF $344.083 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
00 TF $344.08 ‐$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
SUBTOTAL 0 TF ‐$
0 TF $1,243.02 ‐$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
0 TF $1,243.02 ‐$ Use different type of grade crossing, increase cost
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 6 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
0 TF $1,243.02 ‐$
SUBTOTAL 0 TF ‐$
TOTAL 0 TF ‐$
EA $171,341.48 ‐$ Furnish and Install;
EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
A. Turnout (Crossover) in Ballast EA $171,341.48 ‐$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast EA $679,171.47 ‐$ Furnish and Install;
EA $679,171.47‐$ Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
EA $679,171.47 ‐$
EA $679,171.47 ‐$
EA $679,171.47 ‐$
EA $679,171.47 ‐$
EA $679,171.47 ‐$
TOTAL 0 EA ‐$
C. Universal Crossover in Embedded TrackEA $642,674.29
‐$
Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 0 EA ‐$
10.12 TRACK: SPECIAL (SWITCHES, TURNOUTS)
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 7 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
D. No. 8 Turnout in Ballast EA $159,232.23 ‐$ Furnish and Install;
EA $159,232.23 ‐$ Includes 115lb rail, concrete ties, switch, OTM, 10" ballast
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
EA $159,232.23 ‐$
SUBTOTAL 0 EA ‐$
E. Diamond Crossing in Ballasted TrackEA
‐$
SUBTOTAL 0 EA ‐$
TOTAL LS ‐$
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Furnish and Install station platform;
Includes cost for concrete platforms, each with canopy, furnishings, utility
services, security system. Newtown Road Station includes only one side
platform for new EB track.
EA $321,380.80 ‐$ one 12' wide ‐ 90' long platform
SUBTOTAL 0 EA ‐$
EA $642,761.60 ‐$ two 12' wide ‐ 90' long platforms
EA $642,761.60 ‐$ two 12' wide ‐ 90' long platforms
EA $642,761.60 ‐$ two 12' wide ‐ 90' long platforms
SUBTOTAL 0 EA ‐$
EA ‐$ one 19' wide ‐ 90' long platform
EA ‐$ one 19' wide ‐ 90' long platform
EA ‐$ one 19' wide ‐ 90' long platform
EA ‐$ one 19' wide ‐ 90' long platform
EA ‐$ one 19' wide ‐ 90' long platform
SUBTOTAL 0 EA ‐$
EA ‐$ one 19' wide ‐ 200' long platform
SUBTOTAL 0 EA ‐$
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 8 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
B. Operator relief facility EA $321,380.80 ‐$ includes 5 ft by 5 ft bathroom building at end of line station
TOTAL 0 LF ‐$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
EA $880,995.47 ‐$
SUBTOTAL 0 EA ‐$
EA ‐$
SUBTOTAL 0 EA ‐$
TOTAL 0 LF ‐$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
STATION $1,518,219.00 ‐$
STATION $1,518,219.00 ‐$
TOTAL 0 EA $0.00
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $23,255,645.00 ‐$
Furnish and Install station platform;
Includes one 18.75' wide ‐ 200' long concrete center platform, canopy,
furnishings, utility services, security system: does not include
elevators/escalators (see 20.07); increase length of canopy by 20% to cover
TVM
Furnish and Install station platform;
Includes one 23' wide ‐ 270' long concrete center platform, canopy,
furnishings, utility services, security system: does not include
elevators/escalators (see 20.07); increase length of canopy by 20% to cover
TVM
20.07 ELEVATORS, ESCALATORS Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair towers
on piles; elevators and towers shall have glass exterior
Includes grading, building structure, inspection pits, enclosures, finishes,
equipment, mechanical and electrical components, security system. Assume
poor soil (fill) with need for piles. Building is assumed to have an eave height of
35' and a 30' wide x 250' long wash bay lean‐to. Increase silt fence quantity
and permanant fence quantity (double the quantity); add utility services to
MOF; add $500,000 equipment allowance to reflect cost of pick up trucks, etc.;
add noice attenuation for the operations and control center (OCC); Include
cost for upgrading existing OCC in Norfolk
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 9 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL LS $1,587,379.00 ‐$
30.05 YARD AND TRACKA. Track ‐ Ballast Yard TF $427.97 ‐$ Does not include turnout lengths
B. Track ‐ In Building Yard TF $365.43 ‐$
C. No. 8 Turnouts Yard EA $157,533.80 ‐$
Yard Lead AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY TF $427.97 ‐$
Interlock Signalization and Control Yard EA $397,001.96 ‐$
Asphalt Paving Yard SY $70.34 ‐$
TOTAL LS ‐$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 926,348 SF $5.14 4,762,355.07$
Track Removal TF $14.49 ‐$ Does not include salvage value
Bridge Removal 131 LF $2,774.00 363,394.00$ Linkhorn Bay
B. Clearing 2097+00 to 2192+00 7 ACRES $8,383.61 58,685.27$
C. Erosion Control 2097+00 to 2192+00 19,000 LF $34.73 659,908.00$
TOTAL LS 5,844,342.34$
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH 2097+00 to 2192+00 9,500 LF $387.00 3,676,500.00$ Adjust utility cost based on new information
LF
LF
LF
A2. Relocate Distribution Line ‐ UG Open
CutLF
A3. Relocate Distribution Line ‐ UG
TrenchlessLF
TOTAL 1 LS 3,676,500.00$
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor LF $123.40 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines
and structures; NS Corridor LF $1.24 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor LF $16.51 ‐$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street2097+00 to 2192+00 9,500 LF $146.15 1,388,425.00$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
F. Relocate and adjust water utility lines
and structures; In Street 2097+00 to 2192+00 9,500 LF $25.22 239,618.50$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
A. Demolition
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 10 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 2097+00 to 2192+00 9,500 LF $39.26 372,970.00$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts EA $254,278.83 ‐$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $158,737.93 ‐$
TOTAL LS 5,677,513.50$
TOTAL CY $298.22 ‐$
Increased quantity from 5 acres to 10 acres
TOTAL AC $740,520.00 ‐$
40.05 SITE STRUCTURES INCLUDING ROW Fence LF $40.33 ‐$ 7.51 miles * 2 sides
Linkhorn Bay Bridge 131 LF $36,024.00 4,719,144.00$ 11604 sq ft, 2 piers, LRT bridge in middle (0.8 BRT)
TOTAL LS 4,719,144.00$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
2097+00 to 2192+00 492 Ton $92.13 45,346.51$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
0 Ton $92.13 ‐$
SUBTOTAL 492 Ton 45,346.51$
2097+00 to 2192+00 591 Ton $94.35 55,728.79$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
0 Ton $94.35 ‐$
A. Asphalt Concrete Surface Course, 5",
Type SM‐9.5A
B. Asphalt Concrete Base Course, 6", Type
BM‐25
40.04 ENVIRONMENTAL MITIGATION
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 11 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
0 Ton $94.35 ‐$
SUBTOTAL 591 Ton 55,728.79$
2097+00 to 2192+00
197 Ton $49.910 9,826.20$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
0 Ton $49.91 ‐$
SUBTOTAL 197 Ton 9,826.20$
D. Curb and Gutter (HS‐202) 2097+00 to 2192+00 1470 LF $43.78 64,356.60$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
LF $43.78 ‐$
SUBTOTAL 1,470 LF 64,356.60$
D. Park and Rides
EA ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
EA ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
EA ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
70,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
EA ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
75,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
C. Aggregate Base Material, Type 1, No.
21A
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 12 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
EA ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 275 SPACES AND
130,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
EA ‐$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
SUBTOTAL 0 EA ‐$
E. Milling Asphalt SY $47.02 ‐$
TOTAL LS 175,258.10$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $1,763,927.54 $1,763,927.54
Includes Maintenance of Traffic and Protection during construction. Includes
work on Birdneck rd (70' wide, 5 lanes) and 19th Street (45' wide, 4 lanes);
Include 24/7 police at intersections @ $45/hour for duration of project ‐ 49
intersections (notes indicate that total cost may need to increase by about a
factor of 5)
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals EA $500,000.00 ‐$
Grade Crossing Signals EA $250,000.00 ‐$
Wayside Signals MI $100,000.00 ‐$ Both Norfolk (3.5 MI) and VB (12.87 mi)
Track Circuits MI $120,000.00 ‐$ Both Norfolk (3.5 MI) and VB (12.87 mi); Increase curcuits by 20%
Signal House EA $253,980.68 ‐$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles EA $55,555.56 ‐$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS ‐$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
10 EA $9,688.61 96,886.10$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
EA $9,688.61 ‐$
A. Grade Crossing Signals to be Removed
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 13 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
SUBTOTAL 10 96,886.10$
B. New Grade Crossing Signals EA $270,648.16 ‐$
10 EA $270,648.16 2,706,481.60$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
EA $270,648.16 ‐$
SUBTOTAL 10 2,706,481.60$
TOTAL 2,803,367.70$
EA $2,373,678.79 ‐$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)
EA $2,832,443.42 ‐$ includes one for yard and one for lead
TOTAL 0EA
‐$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 14 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
Traction Power Manholes EA $13,969.62 ‐$ Furnish and Install 40‐BI 028 (8 per mile)
Traction Power Manholes (MOF) EA $13,969.62 ‐$ 40‐BI ‐ 028
Transit Systems Conduits LS $2,531,314.28 ‐$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Transit Systems Conduits (MOF) LS $337,560.95 ‐$ MOF Project 30/40 (Time adjusted)
Drilled Shaft Foundations EA $9,939.77 ‐$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Drilled Shaft Foundations (MOF) EA $9,939.77 ‐$ Project 30 Vol 3 DST ‐ 053 Sht 66
Remove Existing Foundation (OCS Pole
Foundation) EA$3,911.67 ‐$
At Newtown Road station
OCS System
LF$38.47
‐$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
OCS System (MOF)
LF$38.47
‐$ OCS ‐ 008/010 ‐ (Same as Above) Includes Jumpers, Hangers, Feeders,
Messenger Wires, Contact Wires
Tapered Tubular Feeder Pole EA $3,027.75 ‐$ Changed OCS poles to approxiamtely 80 foot spacing
Tapered Tubular Feeder Pole (MOF) EA $3,027.75 ‐$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever EA $3,220.03 ‐$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever (MOF) EA $3,220.03 ‐$ Changed OCS poles to approxiamtely 80 foot spacingProtection Barrier at Bridges EA $91,064.29 ‐$
TOTAL LS ‐$
Fiber in Duct Bank MI $533,762.18 ‐$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security EA $109,272.94‐$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station platform in VB
IT Room and Equipment at MOF mi $650,000.00‐$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL LS ‐$
TVM EA $149,213.65 ‐$
Two collection machines at each station; added two additional TVM at end of
line station and Independence station, 4 TVM's need enclosures; 2 per
enclosure ‐ 2 enclosures total ($12,000 each); Include CAT 5 cable from TVM's
to nearest FO (for the machine and connections, each TVM is about $150,000,
including the cable
TVM at PNR EA $161,912.68 ‐$
TOTAL LS ‐$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
Parcel acquisition will be required, but area and costs are not determined at
this time.
A. Property Acquisition
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 15 of 16 road quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LASKIN ROAD ALTERNATIVE ‐ ROADWAY RECONSTRUCTION REPUBLIC TO BIRDNECK
AC ‐$
AC ‐$
AC ‐$
AC ‐$
B. Norfolk Southern ROW AcquisitionLS
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
AC
‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL 1 LS ‐$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL EA $657,142.86 ‐$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides) Parcel acquisition will be required, but area and costs are not determined at
this time.
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐11‐1 with Birdneck change.xlsx 16 of 16 road quant
Cost Estimate Details LRT Alternative 3 (Transit Components)
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
485+43.28 to 491+81.19 638 LF $162.710 103,794.34$ Include costs for rough grading, excavation, 8" subballast, ballast curb,
underdrains
493+27.22 to 503+10.96 984 LF $162.71 160,064.34$
505+76.33 to 507+47.88 172 LF $162.71 27,912.90$
508+19.52 to 567+62.81 5,943 LF $162.71 967,032.72$
568+34.81 to 578+27.00 992 LF $162.71 161,439.23$
587+00.00 to 592+45.52 546 LF $162.71 88,761.56$
592+85.52 to 607+70.19 1,485 LF $162.71 241,570.66$
608+40.19 to 635+49.94 2,710 LF $162.71 440,903.42$
636+13.94 to 640+70.00 456 LF $162.71 74,205.52$
655+60.00 to 662+64.64 705 LF $162.71 114,651.97$
663+54.64 to 675+00.00 1,145 LF $162.71 186,361.53$
676+86.44 to 692+30.48 1,544 LF $162.71 251,230.75$
692+62.48 to 718+90.23 2,628 LF $162.71 427,561.20$
719+30.23 to 728+12.88 883 LF $162.71 143,615.98$
729+00.88 to 757+88.00 2,887 LF $162.71 469,763.30$
766+11.00 to 782+86.87 1,676 LF $162.71 272,680.81$
783+56.11 to 847+45.46 6,389 LF $162.71 1,039,611.14$
848+09.46 to 853+35.00 526 LF $162.71 85,510.61$
861+91.00 to 875+90.00 1,399 LF $162.71 227,631.29$
879+10.00 to 881+99.82 290 LF $162.71 47,156.61$
2000+00.00 to 2015+55.00 1,555 LF $162.71 253,014.05$
2052+47.00 to 2068+15.43 1,568 LF $162.71 255,199.25$
2069+31.68 to 2073+14.00 382 LF $162.71 62,207.29$
2073+98.04 to 2078+60.55 463 LF $162.71 75,255.00$
2079+73.96 to 2096+63.62 1,690 LF $162.71 274,924.58$
2097+89.04 to 2101+62.25 373 LF $162.71 60,725.00$
2102+70.76 to 2108+19.00 548 LF $162.71 89,204.13$
2115+74.00 to 2125+47.67 974 LF $162.71 158,425.85$
2126+38.34 to 2134+41.41 803 LF $162.71 130,667.52$
2135+26.34 to 2139+76.81 450 LF $162.71 73,295.97$
2140+76.39 to 2164+13.40 2,337 LF $162.71 380,254.90$
2167+43.78 to 2172+35.10 491 LF $162.71 79,942.68$
2173+28.45 to 2187+18.56 1,390 LF $162.71 226,184.80$
2188+15.05 to 2190+51.41 236 LF $162.71 38,458.14$
SUBTOTAL 47,257 LF 7,689,219.01$
B. Ballast Curb and underdrain 63,885 LF $311.49 19,899,602.54$
C. Subballast Access Road 533+51.45 to 562+28.75 LT 2,877 LF $59.94 172,476.87$
608+57.75 to 635+73.98 RT 2,716 LF $59.94 162,821.69$
670+03.46 to 675+00.48 LT 497 LF $59.94 29,793.37$
679+47.29 to 683+45.81 RT 399 LF $59.94 23,888.88$
770+21.22 to 783+00.07 RT 1,279 LF $59.94 76,659.38$
783+54.79 to 789+74.56 RT 620 LF $59.94 37,151.49$
798+87.68 to 847+80.97 RT 4,893 LF $59.94 293,323.38$
866+95.17 to 875+06.96 LT 812 LF $59.94 48,661.94$
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 1 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
SUBTOTAL 14,093 LF 844,777.00$
TOTAL 47,257 LF 28,433,598.55$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
491+81.19 to 493+27.22 146 TF $754.100 110,121.22$ Includes costs for rough grading, excavation, 8" subballast, precast concrete
panels
503+10.96 to 505+76.33 265 TF $754.10 200,115.52$
507+47.88 to 508+19.52 72 TF $754.10 54,023.72$
567+62.81 to 568+34.81 72 TF $754.10 54,295.20$
592+45.52 to 592+85.52 40 TF $754.10 30,164.00$
607+70.19 to 608+40.19 70 TF $754.10 52,787.00$
635+49.94 to 636+13.94 64 TF $754.10 48,262.40$
662+64.64 to 663+54.64 90 TF $754.10 67,869.00$
692+30.48 to 692+62.48 32 TF $754.10 24,131.20$
718+90.23 to 719+30.23 40 TF $754.10 30,164.00$
728+12.88 to 729+00.88 88 TF $754.10 66,360.80$
782+86.87 to 783+56.11 69 TF $754.10 52,213.88$
847+45.46 to 848+09.46 64 TF $754.10 48,262.40$
2068+15.43 to 2069+31.68 116 TF $754.10 87,664.13$
2073+14.00 to 2073+98.04 84 TF $754.10 63,374.56$
2078+60.55 to 2079+73.96 113 TF $754.10 85,522.48$
2096+63.62 to 2097+89.04 125 TF $754.10 94,579.22$
2101+62.25 to 2102+70.76 109 TF $754.10 81,827.39$
2125+47.67 to 2126+38.34 91 TF $754.10 68,374.25$
2134+41.41 to 2135+26.34 85 TF $754.10 64,045.71$
2139+76.81 to 2140+76.39 100 TF $754.10 75,093.28$
2172+35.10 to 2173+28.45 93 TF $754.10 70,395.24$
2187+18.56 to 2188+15.05 96 TF $754.10 72,763.11$
TOTAL 2,125 TF 1,602,409.71$ Include costs for rough grading, excavation and track slab
2164+13.40 to 2165+13.00 100 TF $365.30 36,383.88$
2166+44.00 to 2167+43.78 100 TF $365.30 36,449.63$
2190+51.41 to 2282+83.49 9,232 TF $365.30 3,372,478.82$
TOTAL 9,431 TF 3,445,312.34$
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)
Witchduck578+27.00 to 587+00.00 873 LF $11,559.07 10,091,070.73$ ballast deck bridge, 24822 sq ft, 8 piers
Independence640+70.00 to 655+60.00 1490 LF $11,212.20 16,706,178.00$ Ballast Deck Bridge, 54243 sq ft, 14 Piers
Waterway675+00.00 to 676+87.00 187 LF $17,551.49 3,282,129.19$ Open Deck Bridge, 5156 sq ft, 2 Piers
Rosemont757+88.00 to 766+11.00 823 LF $12,036.10 9,905,710.30$ Ballast Deck Bridge, 23417 sq ft, 8 Piers
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 2 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
Lynnhaven Parkway853+35.00 to 861+91.00 856 LF $11,740.07 10,049,499.92$ Ballast Deck Bridge, 24422 sq ft, 8 Piers
Waterway875+90.00 to 879+10.00 320 LF $14,846.82 4,750,982.72$ Open Deck Bridge, 8851 sq ft, 4 Piers
Laskin Viaduct2015+55.00 to 2052+47.00 3692 LF $9,192.01 33,936,900.92$ Ballast Deck Bridge, 124712 sq ft, 37 piers
First Colonial2108+19.00 to 2115+74.00 755 LF $14,273.94 10,776,824.70$ Ballast Deck Bridge, 22390 sq ft, 7 piers
Linkhorn Bay2165+13.00 to 2166+44.00 131 LF $15,601.66 2,043,817.46$ Embedded Track Bridge, 3651 sq ft, 2 piers, middle of roadway bridge
TOTAL 9,127 LF 101,543,113.94$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Unsuitable Excavation 68,000 CY $34.75 2,363,000.00$ Track alignment Assume 24" depth
Borrow Fill ‐ Unsuitable Excavation 68,000 CY $57.64 3,919,588.00$ Does not Include MOF
Embankment 28,000 CY $65.57 1,835,960.00$
B. Retaining Walls 569+00.00 to 572+13.65 WB 1,882 SF $35.84 67,451.06$ Furnish and Install;
575+60.04 to 578+28.10 WB 1,977 SF $35.84 70,855.15$ Retaining walls for bridge approaches
575+59.87 to 578+27.02 EB 1,977 SF $35.84 70,855.15$
587+01.92 to 589+87.86 WB 2,162 SF $35.84 77,485.92$
587+00.00 to 589+86.85 EB 2,162 SF $35.84 77,485.92$
638+75.45 to 640+71.65 WB 1,936 SF $35.84 69,381.15$
638+76.00 to 640+69.96 EB 1,936 SF $35.84 69,381.15$
655+62.69 to 658+28.11 WB 3,157 SF $35.84 113,157.67$
655+59.90 to 658+25.30 EB 3,157 SF $35.84 113,157.67$
754+10.54 to 757+89.96 WB 2,131 SF $35.84 76,370.34$
754+08.94 to 757+87.86 EB 2,131 SF $35.84 76,370.34$
766+13.57 to 768+86.18 WB 2,149 SF $35.84 77,033.42$
766+10.58 to 768+83.39 EB 2,149 SF $35.84 77,033.42$
784+28.44 to 786+59.00 EB 1,383 SF $35.84 49,582.39$
850+70.40 to 853+36.75 WB 2,057 SF $35.84 73,709.07$
850+67.95 to 853+35.17 EB 2,057 SF $35.84 73,709.07$
861+94.17 to 864+65.36 WB 2,045 SF $35.84 73,296.89$
861+94.17 to 864+35.36 EB 2,041 SF $35.84 73,159.50$
2010+49.83 to 2015+55.00 EB 10,207 SF $35.84 365,834.81$
2010+43.30 to 2015+33.92 WB 10,207 SF $35.84 365,834.81$
2052+47.00 to 2056+98.92 EB 2,788 SF $35.84 99,931.98$
2052+51.77 to 2057+03.06 WB 2,788 SF $35.84 99,931.98$
10.08 GUIDWAY: RETAINED CUT OR FILLFurnish and Install Retaining Wall Undercut and Fill in this bid item;
A. Earthwork
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 3 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
2105+49.58 to 2108+19.00 EB 2,980 SF $35.84 106,809.16$
2105+57.13 to 2108+26.96 WB 2,980 SF $35.84 106,809.16$
2115+74.00 to 2118+04.40 EB 2,041 SF $35.84 73,140.08$
2115+81.67 to 2118+12.45 WB 2,041 SF $35.84 73,140.08$
TOTAL LS 10,789,455.37$
Furnish and Install Track on Guideway constructed in 10.04;
Includes 115lb rail on azobe ties connected to aerial structure
Waterway 675+00.00 to 676+87.00 187 TF $412.82 77,197.34$
Waterway 675+00.00 to 676+87.00 187 TF $412.82 77,197.34$
Waterway 875+90.00 to 879+10.00 320 TF $412.82 132,102.40$
Waterway 875+90.00 to 879+10.00 320 TF $412.82 132,102.40$
TOTAL 1,014 TF 418,599.48$
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)includes bridge over Linkhorn Bay 2164+13.40 to 2167+43.78 EB 330 TF $317.541 104,909.20$
includes bridge over Linkhorn Bay 2164+20.80 to 2167+51.18 WB 330 TF $317.54 104,909.20$
2190+51.41 to 2282+83.49 EB 9,232 TF $317.54 2,931,563.92$ Includes 115lb CWR, concrete ties, OTM
2190+55.15 to 2282+93.36 WB 9,238 TF $317.54 2,933,510.44$
TOTAL 19,131 TF 6,074,892.75$
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)A. Ballasted Track 485+43.28 to 491+81.19 EB 638 TF $322.893 205,976.67$ Furnish and Install;
491+73.78 to 491+81.97 WB 8 TF $322.89 2,644.49$ Includes 115lb CWR, concrete ties, OTM, 10" ballast
493+27.22 to 503+10.96 EB 984 TF $322.89 317,642.76$
493+28.00 to 502+74.81 WB 947 TF $322.89 305,718.32$
505+76.33 to 507+47.88 EB 172 TF $322.89 55,392.29$
505+38.85 to 507+48.72 WB 210 TF $322.89 67,765.55$
508+19.52 to 567+62.81 EB 5,943 TF $322.89 1,919,046.74$
508+20.36 to 567+25.03 WB 5,905 TF $322.89 1,906,576.61$
568+34.81 to 578+27.00 EB 992 TF $322.89 320,371.21$
567+97.07 to 578+27.01 WB 1,030 TF $322.89 332,560.42$
587+00.00 to 592+45.52 EB 546 TF $322.89 176,144.59$
587+01.92 to 592+46.53 WB 545 TF $322.89 175,850.76$
592+85.52 to 607+70.19 EB 1,485 TF $322.89 479,389.55$
592+86.53 to 607+71.15 WB 1,485 TF $322.89 479,373.41$
608+40.19 to 635+49.94 EB 2,710 TF $322.89 874,959.31$
608+41.15 to 635+50.78 WB 2,710 TF $322.89 874,920.56$
636+13.94 to 640+70.00 EB 456 TF $322.89 147,258.58$
636+14.78 to 640+71.65 WB 457 TF $322.89 147,520.12$
655+60.00 to 662+64.64 EB 705 TF $322.89 227,523.32$
655+62.69 to 662+66.67 WB 704 TF $322.89 227,310.21$
663+54.64 to 675+00.00 EB 1,145 TF $322.89 369,828.73$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Furnish and Install; Increase cost to accommodate signal conduit; overall cost
looks to be low by about $150/TF; Increased track slab length
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 4 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
663+56.61 to 675+02.06 WB 1,145 TF $322.89 369,857.79$
676+86.44 to 692+30.48 EB 1,544 TF $322.89 498,559.71$
676+88.47 to 692+32.57 WB 1,544 TF $322.89 498,579.08$
692+62.48 to 718+90.23 EB 2,628 TF $322.89 848,482.08$
692+64.57 to 718+92.21 WB 2,628 TF $322.89 848,446.56$
719+30.23 to 728+12.88 EB 883 TF $322.89 285,001.51$
719+32.21 to 728+14.89 WB 883 TF $322.89 285,011.19$
729+00.88 to 757+88.00 EB 2,887 TF $322.89 932,230.84$
729+02.89 to 757+89.96 WB 2,887 TF $322.89 932,214.69$
766+11.00 to 782+86.87 EB 1,676 TF $322.89 541,126.69$
766+13.57 to 782+85.57 WB 1,672 TF $322.89 539,877.10$
783+56.11 to 847+45.46 EB 6,389 TF $322.89 2,063,076.39$
783+58.57 to 847+47.90 WB 6,389 TF $322.89 2,063,069.93$
848+09.46 to 853+35.00 EB 526 TF $322.89 169,693.19$
848+11.90 to 853+36.75 WB 525 TF $322.89 169,470.39$
861+91.00 to 875+90.00 EB 1,399 TF $322.89 451,727.31$
861+94.17 to 875+90.00 WB 1,396 TF $322.89 450,703.74$
879+10.00 to 881+99.82 EB 290 TF $322.89 93,580.85$
879+10.00 to 882+02.33 WB 292 TF $322.89 94,391.31$
2000+00.00 to 2015+55.00 EB 1,555 TF $322.89 502,098.62$
2000+00.00 to 2015+33.92 WB 1,534 TF $322.89 495,292.03$
2052+47.00 to 2068+15.43 EB 1,568 TF $322.89 506,435.07$
2052+51.77 to 2068+15.94 WB 1,564 TF $322.89 505,059.54$
2069+31.68 to 2073+14.00 EB 382 TF $322.89 123,448.45$
2069+32.19 to 2073+14.51 WB 382 TF $322.89 123,448.45$
2073+98.04 to 2078+60.55 EB 463 TF $322.89 149,341.24$
2073+98.68 to 2078+64.52 WB 466 TF $322.89 150,416.48$
2079+73.96 to 2096+63.62 EB 1,690 TF $322.89 545,579.39$
2079+78.63 to 2096+73.64 WB 1,695 TF $322.89 547,306.86$
2097+89.04 to 2101+62.25 EB 373 TF $322.89 120,506.90$
2097+96.55 to 2101+69.76 WB 373 TF $322.89 120,506.90$
2102+70.76 to 2108+19.00 EB 548 TF $322.89 177,022.86$
2102+77.66 to 2108+26.96 WB 549 TF $322.89 177,365.12$
2115+74.00 to 2125+47.67 EB 974 TF $322.89 314,391.23$
2115+81.67 to 2125+59.38 WB 978 TF $322.89 315,695.72$
2126+38.34 to 2134+41.41 EB 803 TF $322.89 259,305.68$
2126+50.14 to 2134+54.34 WB 804 TF $322.89 259,670.55$
2135+26.34 to 2139+76.81 EB 450 TF $322.89 145,453.61$
2135+38.77 to 2139+86.32 WB 448 TF $322.89 144,510.76$
2140+76.39 to 2164+13.40 EB 2,337 TF $322.89 754,604.17$
2140+85.12 to 2164+20.80 WB 2,336 TF $322.89 754,174.72$
2167+43.78 to 2172+35.10 EB 491 TF $322.89 158,643.79$
2167+51.18 to 2172+42.15 WB 491 TF $322.89 158,530.78$
2173+28.45 to 2187+18.56 EB 1,390 TF $322.89 448,856.79$
2173+35.48 to 2187+23.62 WB 1,388 TF $322.89 448,220.69$
2188+15.05 to 2190+51.41 EB 236 TF $322.89 76,318.99$
2188+19.64 to 2190+55.15 WB 236 TF $322.89 76,044.53$
SUBTOTAL 93,861 TF 30,307,124.45$
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 5 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
Witchduck578+27.00 to 587+00.00 873 TF $344.083 300,384.46$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Witchduck578+27.00 to 587+00.00 873 TF $344.08 300,384.46$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Independence640+70.00 to 655+60.00 1,490 TF $344.08 512,683.67$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Independence640+70.00 to 655+60.00 1,490 TF $344.08 512,683.67$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Rosemont757+88.00 to 766+11.00 823 TF $344.08 283,180.31$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Rosemont757+88.00 to 766+11.00 823 TF $344.08 283,180.31$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Lynnhaven Parkway853+35.00 to 861+91.00 856 TF $344.08 294,535.05$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Lynnhaven Parkway853+35.00 to 861+91.00 856 TF $344.08 294,535.05$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Laskin Viaduct2015+55.00 to 2052+47.00 3,692 TF $344.08 1,270,354.44$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
Laskin Viaduct2015+55.00 to 2052+47.00 3,692 TF $344.08 1,270,354.44$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
First Colonial2108+19.00 to 2115+74.00 755 TF $344.08 259,782.67$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
First Colonial2108+19.00 to 2115+74.00 755 TF $344.08 259,782.67$
Increase unit cost to accommodate increased effort of transporting ballast to
bridge level
SUBTOTAL 16,978 TF 5,841,841.17$
491+81.19 to 493+27.22 EB 146 TF $1,243.02 181,518.50$ Furnish and Install;115lb CWR, concrete ties, OTM, 10" ballast
491+81.97 to 493+28.00 WB 146 TF $1,243.02 181,518.50$ Use different type of grade crossing, increase cost
503+10.96 to 505+76.33 EB 265 TF $1,243.02 329,860.75$
502+74.81 to 505+38.85 WB 264 TF $1,243.02 328,207.53$
507+47.88 to 508+19.52 EB 72 TF $1,243.02 89,050.10$
507+48.72 to 508+20.36 WB 72 TF $1,243.02 89,050.10$
567+62.81 to 568+34.81 EB 72 TF $1,243.02 89,497.58$
567+25.03 to 567+97.07 WB 72 TF $1,243.02 89,547.30$
592+45.52 to 592+85.52 EB 40 TF $1,243.02 49,720.88$
592+46.53 to 592+86.53 WB 40 TF $1,243.02 49,720.88$
607+70.19 to 608+40.19 EB 70 TF $1,243.02 87,011.54$
607+71.15 to 608+41.15 WB 70 TF $1,243.02 87,011.54$
635+49.94 to 636+13.94 EB 64 TF $1,243.02 79,553.41$
635+50.78 to 636+14.78 WB 64 TF $1,243.02 79,553.41$
662+64.64 to 663+54.64 EB 90 TF $1,243.02 111,871.98$
662+66.67 to 663+56.61 WB 90 TF $1,243.02 111,797.40$
692+30.48 to 692+62.48 EB 32 TF $1,243.02 39,776.70$
692+32.57 to 692+64.57 WB 32 TF $1,243.02 39,776.70$
718+90.23 to 719+30.23 EB 40 TF $1,243.02 49,720.88$
718+92.21 to 719+32.21 WB 40 TF $1,243.02 49,720.88$
728+12.88 to 729+00.88 EB 88 TF $1,243.02 109,385.94$
728+14.89 to 729+02.89 WB 88 TF $1,243.02 109,385.94$
782+86.87 to 783+56.11 EB 69 TF $1,243.02 86,066.84$
B. Ballasted with concrete panels (GRADE
CROSSING PANEL PRECAST FULL DEPTH
MODULAR PANEL ON GRADE)
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 6 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
782+85.57 to 783+58.57 WB 73 TF $1,243.02 90,740.61$
847+45.46 to 848+09.46 EB 64 TF $1,243.02 79,553.41$
847+47.90 to 848+11.90 WB 64 TF $1,243.02 79,553.41$
2068+15.43 to 2069+31.68 EB 116 TF $1,243.02 144,501.31$
2068+15.94 to 2069+32.19 WB 116 TF $1,243.02 144,501.31$
2073+14.00 to 2073+98.04 EB 84 TF $1,243.02 104,463.57$
2073+14.51 to 2073+98.68 WB 84 TF $1,243.02 104,625.16$
2078+60.55 to 2079+73.96 EB 113 TF $1,243.02 140,971.13$
2078+64.52 to 2079+78.63 WB 114 TF $1,243.02 141,841.24$
2096+63.62 to 2097+89.04 EB 125 TF $1,243.02 155,899.82$
2096+73.64 to 2097+96.55 WB 123 TF $1,243.02 152,779.83$
2101+62.25 to 2102+70.76 EB 109 TF $1,243.02 134,880.32$
2101+69.76 to 2102+77.66 WB 108 TF $1,243.02 134,122.07$
2125+47.67 to 2126+38.34 EB 91 TF $1,243.02 112,704.80$
2125+59.38 to 2126+50.14 WB 91 TF $1,243.02 112,816.68$
2134+41.41 to 2135+26.34 EB 85 TF $1,243.02 105,569.86$
2134+54.34 to 2135+38.77 WB 84 TF $1,243.02 104,948.35$
2139+76.81 to 2140+76.39 EB 100 TF $1,243.02 123,780.13$
2139+86.32 to 2140+85.12 WB 99 TF $1,243.02 122,810.57$
2172+35.10 to 2173+28.45 EB 93 TF $1,243.02 116,036.10$
2172+42.15 to 2173+35.48 WB 93 TF $1,243.02 116,011.24$
2187+18.56 to 2188+15.05 EB 96 TF $1,243.02 119,939.19$
2187+23.62 to 2188+19.64 WB 96 TF $1,243.02 119,354.97$
SUBTOTAL 4,248 TF 5,280,730.36$
TOTAL 115,088 TF 41,429,695.99$
RH EA $171,341.48 ‐$ Furnish and Install;
LH EA $171,341.48 ‐$ Includes 115lb rail, concrete ties, switches, OTM, 10" ballast
A. Turnout (Crossover) in Ballast RH EA $171,341.48 ‐$ See Norfolk LRT Project 40, Volume 1, DTR 429, Sheet 246
SUBTOTAL 0 EA ‐$
B. Universal Crossover in Ballast 486+01 EB 1 EA $679,171.47 679,171.47$ Furnish and Install;
595+30 EB 1 EA $679,171.47 679,171.47$ Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond
660+46 EB 1 EA $679,171.47 679,171.47$
721+51 EB 1 EA $679,171.47 679,171.47$
844+48 EB 1 EA $679,171.47 679,171.47$
2088+25 EB 1 EA $679,171.47 679,171.47$
2146+60 EB 1 EA $679,171.47 679,171.47$
TOTAL 7 EA 4,754,200.30$
C. Universal Crossover in Embedded Track2273+51.11 EB 1 EA $642,674.29 642,674.29$
Furnish and Install;
Includes 115lb rail, 4 switches, OTM, diamond
SUBTOTAL 1 EA 642,674.29$
10.12 TRACK: SPECIAL (SWITCHES, TURNOUTS)
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 7 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
D. No. 8 Turnout in Ballast 740+22 LH 1 EA $159,232.23 159,232.23$ Furnish and Install;
741+20 RH 1 EA $159,232.23 159,232.23$ Includes 115lb rail, concrete ties, switch, OTM, 10" ballast
742+92 RH 1 EA $159,232.23 159,232.23$
746+36 LH 1 EA $159,232.23 159,232.23$
748+10 LH 1 EA $159,232.23 159,232.23$
749+06 RH 1 EA $159,232.23 159,232.23$
2000+50.88 EB 1 EA $159,232.23 159,232.23$
2000+44.23 WB 1 EA $159,232.23 159,232.23$
SUBTOTAL 8 EA 1,273,857.86$
E. Diamond Crossing in Ballasted Track2001+88.91 EB 1 EA $336,949.00 336,949.00$
SUBTOTAL 1 EA 336,949.00$
TOTAL LS 7,007,681.45$
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Furnish and Install station platform;
Includes cost for concrete platforms, each with canopy, furnishings, utility
services, security system. Newtown Road Station includes only one side
platform for new EB track.
Newtown Road 490+00.00 1 EA $321,380.80 321,380.80$ one 12' wide ‐ 90' long platform
SUBTOTAL 1 EA 321,380.80$
Witchduck 590+00.00 1 EA $642,761.60 642,761.60$ two 12' wide ‐ 90' long platforms
Rosemont 731+00.00 1 EA $642,761.60 642,761.60$ two 12' wide ‐ 90' long platforms
Lynnhaven 850+00.00 1 EA $642,761.60 642,761.60$ two 12' wide ‐ 90' long platforms
SUBTOTAL 3 EA 1,928,284.80$
Hilltop West 2098+27.03 1 EA $482,071.20 482,071.20$ one 19' wide ‐ 90' long platform
Hilltop East 2131+18.13 1 EA $482,071.20 482,071.20$ one 19' wide ‐ 90' long platform
Birdneck 2208+07.59 1 EA $482,071.20 482,071.20$ one 19' wide ‐ 90' long platform
Convention Center 2246+24.33 1 EA $482,071.20 482,071.20$ one 19' wide ‐ 90' long platform
EA $482,071.20 ‐$ one 19' wide ‐ 90' long platform
SUBTOTAL 4 EA 1,928,284.80$
Oceanfront 2279+63.49 1 EA $964,142.40 964,142.40$ one 19' wide ‐ 200' long platform
SUBTOTAL 1 EA 964,142.40$
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 8 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
B. Operator relief facility 1 EA $321,380.80 321,380.80$ includes 5 ft by 5 ft bathroom building at end of line station
TOTAL 9 EA 5,463,473.60$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORMIndependence 646+00.00 1 EA $880,995.47 880,995.47$
SUBTOTAL 1 EA 880,995.47$
Great Neck 2020+57.90 1 EA $1,321,493.21 1,321,493.21$
SUBTOTAL 1 EA 1,321,493.21$
TOTAL 2 EA 2,202,488.68$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
646+00.00 1 STATION $1,518,219.00 1,518,219.00$
2020+57.90 1 STATION $1,518,219.00 1,518,219.00$
TOTAL 2 EA $3,036,438.00
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY
TOTAL 1 LS $23,255,645.00 23,255,645.00$
Includes grading, building structure, inspection pits, enclosures, finishes,
equipment, mechanical and electrical components, security system. Assume
poor soil (fill) with need for piles. Building is assumed to have an eave height of
35' and a 30' wide x 250' long wash bay lean‐to. Increase silt fence quantity
and permanant fence quantity (double the quantity); add utility services to
MOF; add $500,000 equipment allowance to reflect cost of pick up trucks, etc.;
add noice attenuation for the operations and control center (OCC); Include
cost for upgrading existing OCC in Norfolk
Furnish and Install station platform;
Includes one 18.75' wide ‐ 200' long concrete center platform, canopy,
furnishings, utility services, security system: does not include
elevators/escalators (see 20.07); increase length of canopy by 20% to cover
TVM
Furnish and Install station platform;
Includes one 23' wide ‐ 270' long concrete center platform, canopy,
furnishings, utility services, security system: does not include
elevators/escalators (see 20.07); increase length of canopy by 20% to cover
TVM
Furnish and Install;
Includes two elevators on each end of the station platform, at aerial station
stop locations; include two separate elevator towers on piles, and stair towers
on piles; elevators and towers shall have glass exterior
20.07 ELEVATORS, ESCALATORS
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 9 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL 1 LS $1,587,379.00 1,587,379.00$
30.05 YARD AND TRACKA. Track ‐ Ballast Yard 14,070.00 TF $427.97 6,021,537.90$ Does not include turnout lengths
B. Track ‐ In Building Yard 2,650.00 TF $365.43 968,392.15$
C. No. 8 Turnouts Yard 32.00 EA $157,533.80 5,041,081.60$
Yard Lead AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY 11,520.00 TF $427.97 4,930,214.40$
Interlock Signalization and Control Yard 1.00 EA $397,001.96 397,001.96$
Asphalt Paving Yard 10,000.00 SY $70.34 703,400.00$
TOTAL LS 18,061,628.01$
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 919,795 SF $5.144,728,666.10$ Pavement removal required to construct grade crossing; includes sawcutting,
reconstruction of Birdneck Rd, road relocations
Track Removal 42,500 TF $14.49 615,910.00$ Does not include salvage value
Bridge Removal 282 LF $793.67 223,816.07$ 675+22 to 676+45 Over Waterway = 1320 sf; 876+76 to 878+37 Over
Waterway = 1735 sf, Total 282 LF/ 3055 SF; Linkhorn bridge removal by others
B. Clearing 49.00 ACRES $8,383.61 410,796.89$ area from subballast edge to 10' beyond limits of work, NS corridor only
C. Erosion Control 135,910 LF $34.73 4,720,426.12$ Double silt fence quantity in detailed estimate
TOTAL LS 10,699,615.17$ Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATIONA1. Relocate Distribution Line ‐ OH NS 11,800 LF $387.00 4,566,600.00$ Adjust utility cost based on new information
Distribution ‐ OH 2020+00 to 2097+00 7,700 LF $387.00 2,979,900.00$
Transmission ‐ OH 2073+50 to 2082+00 850 LF $458.00 389,300.00$
Distribution ‐ OH 2192+00 to 2241+00 4,900 LF $387.00 1,896,300.00$
A2. Relocate Distribution Line ‐ UG Open
CutNS 11,000 LF $898.00 9,878,000.00$
A3. Relocate Distribution Line ‐ UG
TrenchlessNS 900 LF $754.00 678,600.00$
TOTAL 1 LS $20,388,700.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 39,656 LF $123.40 4,893,669.37$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
C. Relocate and adjust water utility lines
and structures; NS Corridor 39,656 LF $1.24 49,173.44$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 39,656 LF $16.51 654,720.56$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street28,283 LF $146.15 4,133,560.45$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
A. Demolition
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 10 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
F. Relocate and adjust water utility lines
and structures; In Street 28,283 LF $25.22 713,382.11$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low; Increase unit cost to accommodate 8' depth at
crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 28,283 LF $39.26 1,110,390.58$
Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs
(double) ‐ TIDE was too low
H. Reconstruct culverts 14 EA $254,278.83 3,559,903.66$ Assume 5'x4' box and 65' length; piles every 10'
I. Transmission Guy Wire Mods @ Sta
875+501 LS $158,737.93 158,737.93$
J. Relocate Sewer Pump Station 2172+00 1 LS $858,947.00 858,947.00$
TOTAL LS $36,521,185.10
TOTAL 24,827 CY $298.22 7,403,907.94$
Increased quantity from 5 acres to 10 acres
TOTAL 10 AC $740,520.00 7,405,200.00$
40.05 SITE STRUCTURES INCLUDING ROW Fence 79,306 LF $40.33 3,198,394.85$ 7.51 miles * 2 sides
Bollard and Chain Along 19th Street 3,665 LF $119.05 436,329.25$
TOTAL LS 3,634,724.09$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
475 Ton $92.13 43,800.41$
892 Ton $92.13 82,186.70$
124 Ton $92.13 11,405.25$
29 Ton $92.13 2,680.46$
29 Ton $92.13 2,646.85$
222 Ton $92.13 20,474.55$
166 Ton $92.13 15,276.09$
Laskin Rd 2060+70 to 2097+20 9597 Ton $92.13 884,170.09$
Laskin Rd ‐ guideway only ‐ road by others2097+20 to 2191+80
190Ton $92.13 17,533.61$
Birdneck and 19th St 2191+80 to 2260+90 8842 Ton $92.13 814,587.43$
Birdneck and 19th St ‐ guideway only ‐
road by others2260+90 to 2282+83
86Ton $92.13 7,915.33$
SUBTOTAL 20,652 Ton 1,902,676.76$
527+50 TO 533+65 570 Ton $94.35 53,828.71$
583+50 TO 587+70 1070 Ton $94.35 101,003.70$
606+50 TO 608+50 149 Ton $94.35 14,016.53$
689+50 35 Ton $94.35 3,294.16$
B. Asphalt Concrete Base Course, 6", Type
BM‐25
852+95 TO 857+15
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
857+40 TO 861+60
583+50 TO 587+70
527+50 TO 533+65
606+50 TO 608+50
689+50
695+50
A. Asphalt Concrete Surface Course, 5",
Type SM‐9.5A
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 11 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
695+50 34 Ton $94.35 3,252.85$
852+95 TO 857+15 267 Ton $94.35 25,162.29$
857+40 TO 861+60 199 Ton $94.35 18,773.62$
Laskin Rd 2060+70 to 2097+20 11516 Ton $94.35 1,086,604.74$
Laskin Rd ‐ guideway only ‐ road by others2097+20 to 2191+80
228Ton $94.35 21,548.01$
Birdneck and 19th St 2191+80 to 2260+90 10610 Ton $94.35 1,001,090.82$
Birdneck and 19th St ‐ guideway only ‐
road by others2260+90 to 2282+83
103Ton $94.35 9,727.58$
SUBTOTAL 24,782 Ton 2,338,303.02$
527+50 TO 533+65 190 Ton $49.910 9,491.18$
583+50 TO 587+70 357 Ton $49.91 17,809.15$
606+50 TO 608+50 50 Ton $49.91 2,471.42$
689+50 12 Ton $49.91 580.83$
695+50 11 Ton $49.91 573.55$
852+95 TO 857+15 89 Ton $49.91 4,436.66$
857+40 TO 861+60 66 Ton $49.91 3,310.20$
Laskin Rd 2060+70 to 2097+20 3839 Ton $49.91 191,592.10$
Laskin Rd ‐ guideway only ‐ road by others2097+20 to 2191+80
76Ton $49.91 3,799.38$
Birdneck and 19th St 2191+80 to 2260+90 3537 Ton $49.91 176,514.13$
Birdneck and 19th St ‐ guideway only ‐
road by others2260+90 to 2282+83
34Ton $49.91 1,715.18$
SUBTOTAL 8,261 Ton 412,293.79$
D. Curb and Gutter (HS‐202) 500+00 TO 510+50 1048 LF $43.78 45,881.44$
527+50 TO 533+65 1254 LF $43.78 54,900.12$
583+50 TO 587+70 1230 LF $43.78 53,849.40$
606+50 TO 608+50 725 LF $43.78 31,740.50$
852+95 TO 857+15 1844 LF $43.78 80,730.32$
857+40 TO 861+60 793 LF $43.78 34,717.54$
Laskin Rd 2060+70 to 2097+20 13034 LF $43.78 570,628.52$
Birdneck and 19th St 2097+20 to 2260+90 32209 LF $43.78 1,410,110.02$
SUBTOTAL 52,137 LF 2,282,557.86$
D. Park and Rides
585+00.00 Witchduck Rd 1.00 EA $1,797,388.08 1,797,388.08$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
C. Aggregate Base Material, Type 1, No.
21A
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 12 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
110,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01.
THE DEMOLITION OF THE EXISTING 40,000sf CIRCUIT CITY BUILDING AT THE
INDEPENDENCE BLVD PARK‐RIDE WILL BE INCLUDED. THIS AREA WILL BE
RECONSTRUCTED TO EXPAND THE EXISTING PARK‐RIDE FACILITY; Add cost to
include removal of unsuitable materials
730+00.00 Lynn Shores/Thalia 1.00 EA $1,490,727.49 1,490,727.49$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
70,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
850+00.00 Lynnhaven Pkwy 1.00 EA $1,567,418.29 1,567,418.29$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 200 SPACES AND
75,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
2015+00.00 Great Neck 1.00 EA $2,398,149.98 2,398,149.98$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 275 SPACES AND
130,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
2145+00.00 Hilltop East 1.00 EA $1,880,901.95 1,880,901.95$
THE PARK AND RIDE LOT SHALL HAVE AN AVERAGE OF 250 SPACES AND
90,000 SQUARE FEET OF PAVING. IT WILL INCLUDE STORMWATER
DETENTION/RETENTION. PROPERTY ACQUISITION INCLUDED IN SECTION
60.01; Add cost to include removal of unsuitable materials
SUBTOTAL 6 EA 11,589,389.65$
E. Milling Asphalt 226+00 to 2282+83 6850.00 SY $47.02 322,087.00$
TOTAL LS 18,847,308.07$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $1,763,927.54 $1,763,927.54
Includes Maintenance of Traffic and Protection during construction. Includes
work on Birdneck rd (70' wide, 5 lanes) and 19th Street (45' wide, 4 lanes);
Include 24/7 police at intersections @ $45/hour for duration of project ‐ 49
intersections (notes indicate that total cost may need to increase by about a
factor of 5)
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSA. Equipment for new operations
Interlocking Signals 25 EA $500,000.00 12,500,000.00$
Grade Crossing Signals 34 EA $250,000.00 8,500,000.00$
Wayside Signals 16.37 MI $100,000.00 1,637,000.00$ Both Norfolk (3.5 MI) and VB (12.87 mi)
Track Circuits 16.37 MI $120,000.00 1,964,400.00$ Both Norfolk (3.5 MI) and VB (12.87 mi); Increase curcuits by 20%
Signal House 26 EA $253,980.68 6,603,497.68$ One per 0.5 miles (Virginia Beach portion only); 6'x6'
B. Retrofit Existing vehicles for ATC Existing Vehicles 9 EA $55,555.56 500,000.04$ upgrade to cab signaling; increased unit cost to $500,000
TOTAL LS 31,704,897.72$
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 13 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
492+50.00 Newtown Rd 1 EA $9,688.61 9,688.61$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL
504+00.00 Princess Anne Rd 1 EA $9,688.61 9,688.61$
508+00.00 Freight Ln 1 EA $9,688.61 9,688.61$
568+00.00 Greenwich Rd 1 EA $9,688.61 9,688.61$
592+50.00 Mac St 1 EA $9,688.61 9,688.61$
608+00.00 Euclid Rd 1 EA $9,688.61 9,688.61$
636+00.00 Kellam Rd 1 EA $9,688.61 9,688.61$
663+00.00 Constitution Dr 1 EA $9,688.61 9,688.61$
692+50.00 N Thalia Rd 1 EA $9,688.61 9,688.61$
719+00.00 S Kentucky Ave 1 EA $9,688.61 9,688.61$
728+50.00 Lynn Shores Dr 1 EA $9,688.61 9,688.61$
783+00.00 Plaza Trail 1 EA $9,688.61 9,688.61$
847+50.00 Lynnhaven Rd 1 EA $9,688.61 9,688.61$
SUBTOTAL 13 125,951.93$
B. New Grade Crossing Signals 492+50.00 Newtown Rd 1 EA $270,648.16 270,648.16$
504+00.00 Princess Anne Rd 1 EA $270,648.16 270,648.16$
508+00.00 Freight Ln 1 EA $270,648.16 270,648.16$
568+00.00 Greenwich Rd 1 EA $270,648.16 270,648.16$
592+50.00 Mac St 1 EA $270,648.16 270,648.16$
608+00.00 Euclid Rd 1 EA $270,648.16 270,648.16$
636+00.00 Kellam Rd 1 EA $270,648.16 270,648.16$
663+00.00 Constitution Dr 1 EA $270,648.16 270,648.16$
692+50.00 N Thalia Rd 1 EA $270,648.16 270,648.16$
719+00.00 S Kentucky Ave 1 EA $270,648.16 270,648.16$
728+50.00 Lynn Shores Dr 1 EA $270,648.16 270,648.16$
783+00.00 Plaza Trail 1 EA $270,648.16 270,648.16$
847+50.00 Lynnhaven Rd 1 EA $270,648.16 270,648.16$
2069+00.00 Phillip Ave 1 EA $811,944.48 811,944.48$
2073+50.00 Regency Hilltop SC 1 EA $811,944.48 811,944.48$
2079+00.00 Regency Dr 1 EA $811,944.48 811,944.48$
2097+00.00 Republic Rd 1 EA $811,944.48 811,944.48$
2102+00.00 Hilltop Plaza SC 1 EA $811,944.48 811,944.48$
2126+00.00 Hilltop North SC 1 EA $811,944.48 811,944.48$
2135+00.00 Hillto East SC 1 EA $811,944.48 811,944.48$
2140+00.00 Winwood Dr 1 EA $811,944.48 811,944.48$
2173+00.00 Linkhorn Bay Condos 1 EA $811,944.48 811,944.48$
2188+00.00 Cardinal Rd 1 EA $811,944.48 811,944.48$
2192+00.00 Laskin Rd/Birdneck Rd 1 EA $811,944.48 811,944.48$
2200+00.00 24th St 1 EA $811,944.48 811,944.48$
2207+00.00 Marabou Ln 1 EA $811,944.48 811,944.48$
2216+50.00 Old Virginia Beach Blvd 1 EA $811,944.48 811,944.48$
2230+00.00 Birdneck Rd/19th St 1 EA $811,944.48 811,944.48$
2245+00.00 Parking Lot Driveway 1 EA $811,944.48 811,944.48$
2250+00.00 Jefferson Ave 1 EA $811,944.48 811,944.48$
2261+00.00 Parks Ave 1 EA $811,944.48 811,944.48$
A. Grade Crossing Signals to be Removed
Includes gates, flashers, signage; Include additional high mast lighting at each
crossing; Include signal controller at each crossing ($200,000 each); add
$10,400 to each grade crossing to account for wiring 12 guage EF units for
traffic signal preemption
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 14 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
2266+50.00 Cypress Ave 1 EA $811,944.48 811,944.48$
2272+00.00 Mediterranean Ave 1 EA $811,944.48 811,944.48$
2278+00.00 Baltic Ave 1 EA $811,944.48 811,944.48$
SUBTOTAL 34 20,569,260.16$
TOTAL 20,695,212.09$
Mainline 13 EA $2,373,678.79 30,857,824.27$ Furnish and Install; one per mile (OCS BID ITEMS 061‐066)MOF 2 EA $2,832,443.42 5,664,886.84$ includes one for yard and one for lead
TOTAL 15EA
36,522,711.11$ Substations are to be connected together, such that if a predetermined
number of substations are down, the remaining substations can carry the
vehicle load
50.04 TRACTION POWER DISTRIBUTION: CATENARY USE UNIT PRICES FROM PROJECT 30/40 SEE BELOW (Time adjusted )
Traction Power Manholes 103 EA $13,969.62 1,438,870.86$ Furnish and Install 40‐BI 028 (8 per mile)
Traction Power Manholes (MOF) 50 EA $13,969.62 698,481.00$ 40‐BI ‐ 028
Transit Systems Conduits 1 LS $2,531,314.28 2,531,314.28$ 30‐ Volume 2 sheet 355; 30‐BI ‐ 025
Transit Systems Conduits (MOF) 1 LS $337,560.95 337,560.95$ MOF Project 30/40 (Time adjusted)
Drilled Shaft Foundations 654 EA $9,939.77 6,500,609.58$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025
Drilled Shaft Foundations (MOF) 110 EA $9,939.77 1,093,374.70$ Project 30 Vol 3 DST ‐ 053 Sht 66
Remove Existing Foundation (OCS Pole
Foundation) 486+00 1 EA$3,911.67 3,911.67$
At Newtown Road station
OCS System135,800
LF$38.47
5,224,226.00$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,
Contact Wires
OCS System (MOF)27,255
LF$38.47
1,048,499.85$ OCS ‐ 008/010 ‐ (Same as Above) Includes Jumpers, Hangers, Feeders,
Messenger Wires, Contact Wires
Tapered Tubular Feeder Pole 900 EA $3,027.75 2,724,975.00$ Changed OCS poles to approxiamtely 80 foot spacing
Tapered Tubular Feeder Pole (MOF) 138 EA $3,027.75 417,829.50$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever 1625 EA $3,220.03 5,232,550.38$ Changed OCS poles to approxiamtely 80 foot spacing
Catenary Cantilever (MOF) 275 EA $3,220.03 885,508.53$ Changed OCS poles to approxiamtely 80 foot spacingProtection Barrier at Bridges 1 EA $91,064.29 91,064.29$
TOTAL LS 28,228,776.58$
Fiber in Duct Bank 12.87 MI $533,762.18 6,869,519.30$ 4‐2" conduit; trough adjacent to ballasted track; buried in street
Public Address/Security 14 EA $109,272.941,529,821.19$ Speakers, cameras, and variable message signs; include CAT 5 cable to
cameras; each station platform in VB
IT Room and Equipment at MOF 12.87 mi $650,000.008,365,500.00$ To Serve OCC, servers and TVM's; include ethernet through UG FO (was
$2,000,000 on Norfolk, above ground on OCS poles)
TOTAL LS 16,764,840.48$
TVM 17 EA $149,213.65 2,536,632.00$
Two collection machines at each station; added two additional TVM at end of
line station and Independence station, 4 TVM's need enclosures; 2 per
enclosure ‐ 2 enclosures total ($12,000 each); Include CAT 5 cable from TVM's
to nearest FO (for the machine and connections, each TVM is about $150,000,
including the cable
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 15 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
TVM at PNR 6 EA $161,912.68 971,476.00$
TOTAL LS 3,508,108.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
B. Norfolk Southern ROW Acquisition1.00 LS $40,000,000.00 40,000,000.00$
Parcel acquisition will be required, but area and costs are not determined at
this time.
AC
‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area and costs are not determined at
this time.
TOTAL 1 LS 40,000,000.00$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL 19 EA $4,368,421.05 83,000,000.00$ Includes spare parts, special events, and ATC equipment and $15,000 per
vehicle for ATC
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
70.04 BUS TOTAL 14 EA $657,142.86 9,200,000.00$ Feeder bus; Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used
Parcel acquisition will be required, but area and costs are not determined at
this time.
Parcel acquisition will be required, but area and costs are not determined at
this time.
Parcel acquisition will be required, but area and costs are not determined at
this time.
C. Property Acquisition (Park and Rides)
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
A. Property Acquisition
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 16 of 17 LRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ LASKIN ROAD ALTERNATIVE, INCLUDING MOF
70.07 SPARE PARTS Not used
HRT_VB_LRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 17 of 17 LRT quant
Cost Estimate Details LRT Alternative Timberline Report
HRT- Virginia Beach Transit Extension Page 1
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Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
HRT- Virginia Beach
Transit Extension
LRT
Base Project
Virginia Beach
VA
Conceptual Design
Update
2013-08-21
40
20
3rd Qtr 2013 Union
3rd Qtr 2013
Study
233-VA-NORFOLK
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 2
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
00_LRT ALT LIGHT RAIL TRANSIT (INCL MOF)
010 GUIDEWAY AND TRACK ELEMENTS
10.01 Guideway: At-grade exclusive right-of-way
32161.00 Grading, Excavation and
Subballast
54,971.00 lf 163.04 /lf 8,962,459
32161.01 Ballast Curb and Underdrain
System
51,438.00 lf 312.13 /lf 16,055,327
32162.01 Subballast Access Road 18,886.00 lf 163.04 /lf 3,079,169
10.01 Guideway: At-grade exclusive right-of-way
54,971.00 lf
511.123/lf 28,096,955
10.02 Guideway: At-grade semi-exclusive
34115.90 Ballasted with concrete panels
(GRADE CROSSING PANEL
PRECAST FULL DEPT
2,089.00 lf 906.84 /lf 1,894,379
10.02 Guideway: At-grade semi-exclusive
2,089.00 lf
906.84 /lf 1,894,379
10.03 Guideway: At-grade in mixed traffic
34119.05 1100+63.05 TO 1128+12.25 EB 5,450.00 lf 183.00 /lf 997,340
10.03 Guideway: At-grade in mixed traffic
5,450.00 tf
183.00 /tf 997,340
5,722.61 Labor hours
675.35 Equipment hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 3
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
10.04 Guideway: Aerial structure (Light Rail Transit Bridge)
34720.05 578+27 TO 587+00 LRT Over
Witchduck Rd
873.00 lf 11,579.02 /lf 10,108,485
34720.10 640+70 TO 655+60 LRT Over
Independence Blvd
1,490.00 lf 11,230.752/lf 16,733,820
34720.15 675+00 TO 676+87 LRT Over
Waterway
187.00 lf 17,578.71 /lf 3,287,219
34720.20 757+88 TO 766+11 LRT Over
Rosemont Rd
823.00 lf 12,056.003/lf 9,922,091
34720.25 853+35 TO 861+91 LRT Over
Lynnhaven Parkway
856.00 lf 11,759.48 /lf 10,066,113
34720.30 875+90 TO 879+10 LRT Over
Waterway
320.00 lf 14,871.374/lf 4,758,840
10.04 Guideway: Aerial structure (Light Rail Transit Bridge)
4,549.00 lf
12,063.44 /lf 54,876,566
10.08 Guideway: Retained cut or fill
03302.05 Concrete Retaining Walls 38,487.00 sf 35.91 /sf 1,382,038
31230.02a Unsuitable Excavation 79,510.00 cy 28.37 /cy 2,255,533
31230.05 Excavation 86,134.00 cy 32.611/cy 2,808,879
31230.10 Embankment 24,790.00 cy 56.681/cy 1,405,131
10.08 Guideway: Retained cut or fill
1.00 ls
7,851,581.60 /ls 7,851,582
40,682.12 Labor hours
35,448.861 Equipment hours
10.09 Track: Direct fixation (Direct Fixation Track Construction)
34114.00 Direct Fixation Over Waterway 1,013.00 tf 448.83 /tf 454,663
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 4
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
10.09 Track: Direct fixation (Direct Fixation Track Construction)
1,013.00 tf
448.83 /tf 454,663
10.10.1 Track: Embedded (Cast-In-Place Reinforced Concrete Track Slab On Grade
34119.01 1100+87.29 TO 1128+12.25 EB 2,725.00 tf 307.20 /tf 837,117
34119.02 1100+63.05 TO 1128+00.30 WB 2,737.00 tf 307.20 /tf 840,803
10.10.1 Track: Embedded (Cast-In-Place Reinforced Concrete
Track Slab On Grade5,462.00 tf
307.20 /tf 1,677,919
10.11 Track: Ballasted (Mainline Ballased Track Construction)
34112.90 Ballasted Track 118,114.00 tf 353.582/tf 41,762,931
34115.90 Ballasted with concrete panels
(GRADE CROSSING PANEL
PRECAST FULL DEPT
4,032.00 lf 1,176.10 /lf 4,742,024
10.11 Track: Ballasted (Mainline Ballased Track Construction)
122,146.00 tf
380.733/tf 46,504,955
10.12 Track: Special (No. 8 Turnouts)
34116.90 No. 8 Turnouts 32.00 ea 159,495.48 /ea 5,103,856
34116.95 Double Crossover 1.00 ea 615,277.57 /ea 615,278
10.12 Track: Special (No. 8 Turnouts)
33.00 ea
173,307.064/ea 5,719,133
010 GUIDEWAY AND TRACK ELEMENTS
1.00 LS
148,073,491.870/LS 148,073,492
46,404.723 Labor hours
36,124.21 Equipment hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 5
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
020 STATIONS, STOPS, TERMINALS, INTERMODAL
20.01 At-grade station, stop, shelter, mall, terminal, platform
09000.01 At-Grade Station, Stop, Shelter,
Mall, Terminal, Platform (12')
11.00 ea 319,494.311/ea 3,514,437
09000.02 At-Grade Station, Stop, Shelter,
Mall, Terminal, Platform (24')
1.00 ea 516,955.34 /ea 516,955
09001.01 Operator Relief Facility 1.00 ea 159,063.19 /ea 159,063
20.01 At-grade station, stop, shelter, mall, terminal, platform
12.00 ea
349,204.663/ea 4,190,456
20.02 Aerial station, stop, shelter, mall, terminal, platform
09000.02 At-Grade Station, Stop, Shelter,
Mall, Terminal, Platform (24')
1.00 ea 870,155.14 /ea 870,155
20.02 Aerial station, stop, shelter, mall, terminal, platform
1.00 ea
870,155.14 /ea 870,155
20.07 Elevators, Escalators
14240.02 Elevators 4.00 ea 108,774.203/ea 435,097
20.07 Elevators, Escalators
1.00 sta
435,096.81 /sta 435,097
710.621 Labor hours
020 STATIONS, STOPS, TERMINALS, INTERMODAL
13.00 EA
422,746.762/EA 5,495,708
710.621 Labor hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 6
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
030 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.03 Heavy Maintenance Facility
MOF substation see 50.3/34202.02
01500.01 Project Identification Sign 1.00 ea 1,650.63 /ea 1,651
01500.05 Construction Fence 4,600.00 lf 7.05 /lf 32,414
01520.01 Install and Furnish HRT Office 1.00 ls 159,063.19 /ls 159,063
01520.05 HRT Field Office Maintenance 24.00 mo 1,409.42 /mo 33,826
01530.01 Temporary Light Rail Vehicle
Shelter
3.00 ea 39,765.793/ea 119,297
02317.01 Precast Prestressed Concrete
Driven Piles
38,520.00 vlf 77.133/vlf 2,971,172
03300.90 MOF_Slab On Grade 3,904.00 cy 576.451/cy 2,250,466
03300.91 MOF_Pits (Foundation) 180.00 cy 591.821/cy 106,528
03300.92 MOF_Pits (Walls) 180.00 cy 751.97 /cy 135,355
04210.01 Brick 45,668.00 sf 16.361/sf 747,193
04220.01 Concrete Block 45,668.00 sf 19.71 /sf 900,011
08350.00 Bi-Fold Industrial Doors 12.00 ea 31,443.423/ea 377,321
09130.01 Acoustic Ceiling 10,000.00 sf 5.842/sf 58,423
09250.01 Gypsum Board 10,000.00 sf 8.10 /sf 80,950
09300.01 Flooring 10,000.00 sf 10.593/sf 105,925
09905.01 Painting 100,000.00 sf 2.48 /sf 247,595
10800.01 Toilet Accesories 1.00 ls 14,011.41 /ls 14,011
11901.01 Automatic Drive-Thru Vehicle
Wash System
1.00 ea 795,473.40 /ea 795,473
11901.10 Body and Paint Shop Equipment 1.00 ls 638,000.83 /ls 638,001
11910.01 Overhead Crane - 10 ton 1.00 ea 212,449.73 /ea 212,450
11910.05 Monorail Hoist - 2 ton 1.00 ea 39,810.72 /ea 39,811
11920.01 Fixed Lifting Jack Stations 2.00 ea 286,471.21 /ea 572,942
11930.01 Shop Equipment 1.00 ls 251,682.25 /ls 251,682
11930.02 Wheel Truing Machine with Chip
Removal
0.001 ea
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 7
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Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
11930.02 Wheel Truing Machine with Chip
Removal
0.001 ea
11930.04 Truck Repair Stand with Load
Testing Equipment
1.00 ea 79,689.070/ea 79,689
11940.01 Multi-Purpose On Track Vehicle 0.001 ea
11940.02 Pick-Up Truck w/ High Rail Gear 0.001 ea
13121.01 Pre-Engineered Metal Building 107,500.00 sf 32.32 /sf 3,474,000
Includes full operational control center; paint and body shop - 5000 sf;
22050.01 Building Plumbing System 1.00 ls 260,091.45 /ls 260,091
22710.01 Wet Pipe Sprinkler System 100,000.00 sf 4.77 /sf 476,990
23050.01 Building HVAC System 100,000.00 sf 5.01 /sf 501,049
Includes cost of heating with natural gas
26050.01 Building Electrical System 100,000.00 sf 15.91 /sf 1,590,632
26050.10 Stand By Power, NG 200.00 kw 693.55 /kw 138,710
31230.90 Sitework and Yard Piping (MOF) 1.00 ls 1,153,208.08 /ls 1,153,208
31240.01 Temporary Silt Fence 7,000.00 lf 1.30 /lf 9,093
32171.01 Furnish and Install Bollards 40.00 ea 776.21 /ea 31,048
32311.01 6-Foot CL Fence w/ 3-Strand Barb
Wire
4,600.00 lf 47.44 /lf 218,218
34131.01 Track Turntable 1.00 ls 103,391.08 /ls 103,391
30.03 Heavy Maintenance Facility
100,000.00 sf
188.88 /sf 18,887,679
55,770.89 Labor hours
7,088.14 Equipment hours
30.05 Building and Yard Track
Includes full loop track around building and storage area; 6 tracks through building
34112.63 Track - Ballast (Yard) 14,070.00 tf 428.882/tf 6,034,371
34112.64 Track - Building (Yard) 2,650.00 tf 366.211/tf 970,460
34116.15 No. 8 Turnout - Yard 30.00 ea 157,870.21 /ea 4,736,106
34116.16 Interlock Signalization and Control
per Cirteria K.9
1.00 ea 397,815.43 /ea 397,815
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 8
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Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
39900.08 Asphalt Paving (MOF) 10,000.00 sy 70.48 /sy 704,753
30.05 Building and Yard Track
1.00 ls
12,843,504.95 /ls 12,843,505
911.57 Labor hours
727.953 Equipment hours
030 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
1.00 LS
31,731,183.690/LS 31,731,184
56,682.46 Labor hours
7,816.09 Equipment hours
040 SITEWORK & SPECIAL CONDITIONS
40.01 Demolition, clearing, Earthwork
02410.01 Demolition - Pavement Removal 191,226.00 sf 5.151/sf 984,918
02410.02 Demolition - Track Removal 61,492.00 tf 14.52 /tf 892,775
02410.03 Demolition - Bridge Removal 282.00 lf 795.30 /lf 224,275
31230.01 Clearing 56.50 ac 8,399.343/ac 474,563
31230.04 Erosion Control 56,493.00 lf 34.803/lf 1,966,127
40.01 Demolition, clearing, Earthwork
1.00 ls
4,542,657.30 /ls 4,542,657
16,863.652 Labor hours
6,628.11 Equipment hours
40.02 Site Utilities, Utility Relocation
26001.01 Relocate Utility Poles 58.00 ea 10,700.65 /ea 620,638
26100.01 New, Relocate and Adjust Storm
Drain Lines and Structures
56,493.00 lf 61.83 /lf 3,492,841
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 9
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
26101.01 New, Relocate and Adjust Storm
Drain Lines and Structures; In
Street
7,764.00 lf 84.622/lf 657,002
33310.01 Relocate and Adjust Water Utility
Lines and Structures
56,493.00 lf 0.62 /lf 35,045
33310.02 Relocate and Adjust Water Utility
Lines and Structures, In Street
7,764.00 lf 23.414/lf 181,787
33310.04 Relocate and Adjust Sanitary
Sewer Utility Lines and Structures
56,493.00 lf 8.271/lf 467,270
33310.05 Relocate & Adjust Sanitary Sewer
Utility Lines and Structures, In Str
7,764.00 lf 31.07 /lf 241,189
33500.01 Reconstruct Culverts 17.00 ea 159,063.184/ea 2,704,074
40.02 Site Utilities, Utility Relocation
1.00 ls
8,399,846.15 /ls 8,399,846
5,134.22 Labor hours
1,633.761 Equipment hours
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments
31230.15 Hazardous Material,
Removal/Mitigation
24,827.00 cy 298.81 /cy 7,418,445
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water
treatments1.00 ls
7,418,444.69 /ls 7,418,445
4,668.202 Labor hours
4,237.58 Equipment hours
40.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks
31230.20 Environmental Mitigation
(Wetlands)
5.00 ac 740,520.002/ac 3,702,600
Allowance for Mitigation based on Bank cost of $17/sf
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 10
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Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
40.04 Environmental mitigation, e.g. wetlands,
historic/archeologic, parks1.00 ls
3,702,600.01 /ls 3,702,600
40.07 Automobile, bus, van accessways including roads, parking lots
32111.90 Aggregate Base Material, Type 1,
No. 21A
2,570.00 ton 50.01 /ton 128,524
32121.07 Milling Per 2" Depth 7,369.00 sy 47.12 /sy 347,199
32121.90 Asphalt Concrete Surface Course,
Type SM-9.5A
5,478.00 ton 92.32 /ton 505,730
32121.95 Asphalt Concrete Base Course,
Type BM-25
6,575.00 ton 94.55 /ton 621,648
32160.90 Curb and Gutter HS-202 11,830.00 lf 43.87 /lf 518,978
39900.01 Park and Ride (Witchduck Road) 1.00 ea 1,123,124.13 /ea 1,123,124
39900.02 Park and Ride (Independence
Blvd)
1.00 ea 1,631,196.87 /ea 1,631,197
39900.03 Park and Ride (Lynn
Shores/Thalia)
1.00 ea 966,512.49 /ea 966,512
39900.05 Park and Ride (Lynnhaven Pkwy) 1.00 ea 1,005,665.19 /ea 1,005,665
39900.09 Bus Transfer Area @ Oceana 1.00 ea 936,324.67 /ea 936,325
40.07 Automobile, bus, van accessways including roads, parking
lots1.00 ls
7,784,901.94 /ls 7,784,902
7,831.52 Labor hours
5,129.441 Equipment hours
40.08 Temporary Facilities and other indirect costs during construction
01550.01 Maintenance of Traffic 1.00 ls 318,126.37 /ls 318,126
40.08 Temporary Facilities and other indirect costs during
construction1.00 ls
318,126.37 /ls 318,126
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 11
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
040 SITEWORK & SPECIAL CONDITIONS
1.00 LS
32,166,576.460/LS 32,166,576
34,497.59 Labor hours
17,628.89 Equipment hours
050 SYSTEMS
50.01 Train control and signals
34410.10 Interlocking Signals 33.00 ea 500,000.001/ea 16,500,000
34457.05 Grade Crossing Signals 41.00 ea 250,000.00 /ea 10,250,000
34458.05 Wayside Signals 12.18 mi 100,000.001/mi 1,218,000
34459.05 Track Circuits 12.18 mi 100,000.001/mi 1,218,000
39999.10 Rerofit Existing Vehicles for ATC 9.00 ea 15,000.002/ea 135,000
50.01 Train control and signals
12.18 mi
2,407,307.07 /mi 29,321,000
50.02 Traffic signals and crossing protection
34456.00 Grade Crossing Signals to be
Removed
19.00 ea 9,706.08 /ea 184,415
34456.30 New Grade Crossing Signals; Per
Crossing (Public or Private)
22.00 ea 115,032.713/ea 2,530,720
50.02 Traffic signals and crossing protection
1.00 ls
2,715,135.13 /ls 2,715,135
2,150.000 Labor hours
348.001 Equipment hours
50.03 Traction power supply: substations
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 12
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
34202.01 Traction Power Supply:
Substations (Mainline)
13.00 ea 2,378,542.57 /ea 30,921,053
34202.02 Traction Power Supply:
Substations (MOF)
2.00 ea 2,838,247.22 /ea 5,676,494
50.03 Traction power supply: substations
15.00 ea
2,439,836.52 /ea 36,597,548
50.04 Traction power distribution: catenary and third rail
26054.01 Traction Power Manholes 98.00 ea 13,998.241/ea 1,371,828
26054.02 Traction Power Manholes (MOF) 50.00 ea 13,998.241/ea 699,912
26055.01 Transit Systems Conduits 1.00 ls 2,536,501.06 /ls 2,536,501
26055.02 Transit Systems Conduits (MOF) 1.00 ls 338,252.63 /ls 338,253
31632.01 Drilled Shaft Foundations 615.00 ea 9,960.14 /ea 6,125,484
31632.02 Drilled Shaft Foundations (MOF) 110.00 ea 9,960.14 /ea 1,095,615
31632.03 Remove Existing Foundation
486+00
1.00 ea 3,919.68 /ea 3,920
34301.01 OCS System 128,514.00 lf 38.544/lf 4,953,468
34301.02 OCS System (MOF) 27,255.00 lf 38.544/lf 1,050,522
34321.01 Tapered Tubular Feeder Pole 615.00 ea 3,033.95 /ea 1,865,879
34321.02 Tapered Tubular Feeder Pole
(MOF)
110.00 ea 3,033.95 /ea 333,734
34342.01 Cantenary Cantilever 1,230.00 ea 3,226.63 /ea 3,968,753
34342.02 Cantenary Cantilever (MOF) 220.00 ea 3,226.63 /ea 709,858
34342.04 Protection Barrier at Bridges 2.00 ea 91,250.89 /ea 182,502
50.04 Traction power distribution: catenary and third rail
1.00 ls
25,236,228.640/ls 25,236,229
50.05 Communications
34301.10 Communications 12.18 mi 650,000.001/mi 7,917,000
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 13
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
50.05 Communications
12.18 mi
650,000.001/mi 7,917,000
50.06 Fare collection system and equipment
39999.02 Fare Collection Equipment (LRT) 14.00 ea 107,271.37 /ea 1,501,799
50.06 Fare collection system and equipment
1.00 ls
1,501,799.15 /ls 1,501,799
050 SYSTEMS
1.00 LS
103,288,710.800/LS 103,288,711
2,150.000 Labor hours
348.001 Equipment hours
070 VEHICLES
70.01 Light Rail
39999.01 Light Rail Vehicles 83,000,000
70.01 Light Rail
19.00 ea
4,368,421.054/ea 83,000,000
70.04 Bus
39999.01b Feeder Bus Vehicles 9,200,000
70.04 Bus
14.00 ea
657,142.86 /ea 9,200,000
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 14
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
070 VEHICLES
33.00 EA
2,793,939.40 /EA 92,200,000
00_LRT ALT LIGHT RAIL TRANSIT (INCL MOF) 412,955,671140,445.39 Labor hours
61,917.19 Equipment hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 15A
LRT Base Project 8/21/2013 11:01 AM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr 2013 Union Conceptual Design Update ESTIMATORS: RLG/SRB
Equipment Rate Table - 3rd Qtr 2013 Bid Item Report ESTIMATE VERSION: 2013-08-21
City Index - 233-VA-NORFOLK
Estimate Totals
Description Amount Totals Hours Rate
Labor 8,411,452 140,445.389 hrs
Material 21,227,429
Subcontract 242,329,375
Equipment 7,464,452
Other 133,522,962
Escalation (None Included)
Subtotal 412,955,670
EXCLUDES ALLOCATED CONTINGENCY; SOFT COSTS; VEHICLES
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
Cost Estimate Details Town Center Station Option Comparison
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
TOWN CENTER OVER MARKET OPTION
Remove aerial station at Independence Blvd; add aerial station at Market St
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
‐176 LF $162.71(28,636.96)$
reduce length of ballasted track
176 LF $11,212.20 1,973,347.20$ increased length of aerial structure
176 LF $412.82 72,656.32$ increased length of aerial structure
‐176 LF $322.89 (56,829.17)$ reduce length of ballasted track
TOTAL OPTION DELTA COST OVER INDEPENDENCE OPTION $1,960,537.39
TOWN CENTER AT CONSTITUTION OPTION
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM 646+00.00 2 EA $321,380.80 642,761.60$
add two at‐grade station platforms at Constitution Drive
646+00.00 ‐1 EA $880,995.47 (880,995.47)$
646+00.00 ‐1 STATION $1,518,219.00 (1,518,219.00)$ remove aerial station at Independene Blvd
TOTAL OPTION DELTA COST OVER INDEPENDENCE OPTION ‐$1,756,452.87
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM. (INDEPENDENCE)
remove aerial station at Independence Blvd
20.07 ELEVATORS, ESCALATORS
LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ TOWN CENTER OPTIONS
10.04 GUIDEWAY: AERIAL STRUCTURE (LIGHT RAIL TRANSIT BRIDGE)
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
HRT_VB_LRT‐FULL_Cost Estimate_2013‐11‐04.xlsx 1 of 1 OPTIONS
Cost Estimate Details BRT Alternative 1A
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAYStandard BRT with Barriers 10+82.70 20+80.87 998.17 LF $909.87 908,208.93$ 3 barriers
22+73.43 25+02.76 229.33 LF $909.87 208,661.40$ 2 ‐ 20' roadways
25+68.44 51+03.77 2,535.33 LF $909.87 2,306,830.85$
51+19.24 85+28.48 3,409.24 LF $909.87 3,101,978.84$
85+69.97 93+22.36 752.39 LF $909.87 684,580.10$
111+80.94 119+08.01 727.07 LF $909.87 661,542.09$
119+45.86 125+36.75 590.89 LF $909.87 537,635.45$
125+87.68 153+16.73 2,729.05 LF $909.87 2,483,091.64$
153+61.27 154+00.00 38.73 LF $909.87 35,239.42$
Subtotal 12,010 LF 10,927,769
BRT at Split Platforms 106+95.08 111+80.94 485.86 LF $859.38 417,538.85$ 2 barriers
single ‐ 45' roadway
Subtotal 486 LF 417,539
BRT at Double Platform LF $677.78 ‐$ no barrier ‐ single 48' roadway
Subtotal ‐ LF ‐
Total 11,345,308
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Not used
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Not used
10.04 GUIDEWAY: AERIAL STRUCTUREWitchduck Rd 96+01.92 104+15.21 813.29 LF $14,889.06 12,109,123.61$ 8 Piers; 37397 sq ft
TOTAL 813 LF 12,109,123.61$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
10.08 GUIDEWAY: RETAINED CUT OR FILL
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
BRT with Walls 93+22.36 96+01.92 280 LF $895.19 250,259.32$ median barrier
104+15.21 106+95.08 280 LF $895.19 250,536.83$ 2 ‐ walls
0 LF $895.19 ‐$ 2 ‐ barriers on walls
0 LF $895.19 ‐$ 2 ‐ 20' roadways
SUBTOTAL 559 LF 500,796.14$
Retaining Walls 93+21.90 96+01.92 Lt 2057 SF $39.07 80,378.05$
93+21.90 96+01.92 Rt 2057 SF $39.07 80,378.05$
104+15.21 106+95.08 Lt 2031 SF $39.07 79,357.26$
104+15.21 106+95.08 Rt 2031 SF $39.07 79,357.26$
SUBTOTAL 8,176 SF 319,470.62$
Unsuitable Ex 20,400 CY $34.98 713,592.00$
Borrow Fill ‐ Unsuitable 20,400 CY $58.03 1,183,812.00$
Embankment 14,200 CY $56.95 808,732.60$
TOTAL LS 3,526,403.36$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Not used
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
Not used
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
Not used
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)Not used
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Furnish and Install station platform;
Includes cost for platforms, each with
canopy, furnishings, utility services, security
system.
Newtown Station 10+00.00 1 EA $647,334.58 647,334.58$ single 200'x12' platform
Witchduck Station 108+00.00 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
B. Operator relief facility 1 EA $323,667.28 323,667.28$
TOTAL 3 LF 2,265,671.03$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORMIndependence EA $1,774,526.80 ‐$
TOTAL 0 EA ‐$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
STATION $1,528,709.33 $0.00
TOTAL 0 EA $0.00
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY
TOTAL 1 LS $18,379,573.00 18,379,573.00$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL 1.00 ls $3,197,346.00 3,197,346.00$
30.05 YARD AND TRACK 1.00 ls $1,475,803.00 1,475,803.00$ 40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Furnish and Install station platform;
Includes two 100'x12' platforms including
canopy, furnishings, utility services, security
system: does not include
elevators/escalators (see 20.07)
20.07 ELEVATORS, ESCALATORS
includes 5 ft by 5 ft bath room building at
end of line station
Furnish and Install;
Includes two elevators on each end of the
station platform, at aerial station stop
locations; include two separate elevator
towers on piles, and stair towers on piles;
elevators and towers shall have glass
exterior
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
Pavement Removal 49,000 SF $5.18 253,820.00$
Track
Removal16,600 TF $14.58
242,094.40$
Bridge
RemovalLF $799.32
‐$
Clearing 28 ACRES $8,438.24 236,270.78$
Erosion Control 14,400 LF $34.98 503,712.00$
TOTAL LS1,235,897.18$
Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATION
Relocate Poles Adjust utility cost based on new information
SUBTOTAL 1 LS $11,400,000.00 $11,400,000.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 14,500 LF $124.28 1,802,074.50$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
C. Relocate and adjust water utility lines and
structures; NS Corridor
14,500 LF $1.25 18,125.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 14,500 LF $16.63 241,135.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street 0 LF $147.53 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
F. Relocate and adjust water utility lines and
structures; In Street
0 LF $25.40 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 0 LF $39.54 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
H. Reconstruct culverts 15+00 1 EA $256,055.40 256,055.40$
44+00 1 EA $256,055.40 256,055.40$
80+00 1 EA $256,055.40 256,055.40$
Assume 5'x4' box and 65' length; piles every
10'
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
111+00 1 EA $256,055.40 256,055.40$
140+00 1 EA $256,055.40 256,055.40$
150+00 1 EA $256,055.40 256,055.40$
I. Transmission Guy Wire Mods @ Sta
393+50LS $71,450.00 ‐$
TOTAL 1 LS 14,997,666.90$
TOTAL 6,400 CY $300.26 1,921,664.00$
TOTAL 1 LS $2,150,000.00 2,150,000.00$
40.05 SITE STRUCTURES INCLUDING ROW Fence 1 LS $1,220,000.00 1,220,000.00$ Both sides of transitway
TOTAL LS 1,220,000.00$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course, 5", 50+00 475 Ton $103.25 49,086.55$
105+00 892 Ton $103.25 92,105.55$
125+00 124 Ton $103.25 12,781.71$
50+00 570 Ton $50.26 28,674.34$
105+00 1070 Ton $50.26 53,804.27$
125+00 149 Ton $50.26 7,466.55$
C. Aggregate Base Material, Type 1, No. 21A105+00 381 Ton $103.250 39,341.35$
50+00 190 Ton $103.25 19,634.62$
105+00 357 Ton $103.25 36,842.22$
125+00 50 Ton $103.25 5,112.69$
D. Curb and Gutter (HS‐202) 22+00 1048 LF $0.00 ‐$
50+00 1254 LF $0.00 ‐$
105+00 1230 LF $0.00 ‐$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
B. Asphalt Concrete Base Course, 6", Type
BM‐25
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
125+00 725 LF $0.00 ‐$
granite curb LF $23.72 ‐$
D. Park and Rides 105+00 Witchduck 1.00 EA $1,809,674.09 1,809,674.09$
E. Milling Asphalt SY $4.88 ‐$
F. Transit Center EA $3,600,000.00 ‐$
TOTAL LS 2,154,523.93$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $460,000.00 460,000.00$ Includes Maintenance of Traffic and
Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALSRetrofit Existing vehicles for ATC Existing Vehicles 1 LS $500,000.00 500,000.00$
TOTAL LS 500,000.00$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
7 EA $19,527.10136,689.71$ REMOVE EXISTING CROSS GATE EQUIPMENT
AND DISPOSE ‐ TYPICAL
SUBTOTAL 7 136,689.71$
Newtown Rd 2 EA $1,432,356.90 2,864,713.80$
Princess Anne Rd 1 EA $1,432,356.90 1,432,356.90$
Freight Ln 1 EA $1,432,356.90 1,432,356.90$
Greenwich Rd 1 EA $1,432,356.90 1,432,356.90$
Euclid Rd 1 EA $1,432,356.90 1,432,356.90$
Kellam Rd 1 EA $1,432,356.90 1,432,356.90$
SUBTOTAL 7 10,026,498.30$
TOTAL 10,163,188.01$
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
Not used
50.04 TRACTION POWER DISTRIBUTION: CATENARY Not used
A. Grade Crossing Signals to be Removed
50.05 COMMUNICATIONS
B. New Grade Crossing Signals Includes traffic signal, signage; Include
additional high mast lighting at each
crossing; Include signal controller at each
crossing ($200,000 each); add $10,400 to
each grade crossing to account for wiring 12
guage EF units for traffic signal preemption
upgrade to cab signaling; increased unit cost
to $500,000
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
Comm 2.84 MI $650,000.001,847,046.40$ 4‐2" conduit; trough adjacent to ballasted
track; buried in street
Ductbank 2.84 MI $537,293.98
1,526,779.87$ Speakers, cameras, and variable message
signs; include CAT 5 cable to cameras; each
station stop in VB
Public Address 2 EA $110,062.47
220,124.94$ To Serve OCC, servers and TVM's; include
ethernet through UG FO (was $2,000,000 on
Norfolk, above ground on OCS poles)
TOTAL LS 3,593,951.21$
TVM 2 LS $150,275.24 300,550.00$
Two collection machines at each station;
added two additional TVM at end of line
station and Independence station, 4 TVM's
need enclosures; 2 per enclosure ‐ 2
enclosures total ($12,000 each); Include CAT
5 cable from TVM's to nearest FO (for the
machine and connections, each TVM is
about $150,000, including the cable
TVM at PNR 2 LS $163,064.63 326,129.00$ Two per PNR
TOTAL LS 626,679.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATEA. Property Acquisition AC ‐$
B. Norfolk Southern ROW Acquisition
LS $25,500,000.00 ‐$
Parcel acquisition will be required, but area
and costs are not determined at this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
TOTAL LS ‐$
Parcel acquisition will be required, but area
and costs are not determined at this time.
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
BASE
TOTAL AC ‐$
70 VEHICLES70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Not used70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used70.04 BUS TOTAL 10 EA $657,142.86 6,571,429.00$ Includes spare parts and special events
70.05 OTHER 7 EA $1,200,000.00 8,400,000.00$ 70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Parcel acquisition will be required, but area
and costs are not determined at this time.
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 8 base
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAYStandard BRT with Barriers 154+00.00 158+15.00 415.00 LF $909.87 377,597.71$ 3 barriers
2 ‐ 20' roadways
Subtotal 415 LF 377,598
BRT at Split Platforms ‐ LF $859.38 ‐$ 2 barriers
‐ LF $859.38 ‐$ single ‐ 45' roadway
Subtotal ‐ LF ‐
BRT at Double Platform 158+15.00 160+04.12 189.12 LF $677.78 128,181.75$ no barrier ‐ single 48' roadway
Subtotal 189 LF 128,182
Total 505,779
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Not used
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Not used
10.04 GUIDEWAY: AERIAL STRUCTURE ‐ LF $14,889.06 ‐$
TOTAL 0 LF ‐$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
10.08 GUIDEWAY: RETAINED CUT OR FILL
BRT with Walls 0 LF $895.19 ‐$ median barrier
0 LF $895.19 ‐$ 2 ‐ walls
0 LF $895.19 ‐$ 2 ‐ barriers on walls
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
2 ‐ 20' roadways
SUBTOTAL 0 LF ‐$
Retaining Walls SF $39.07 ‐$
SUBTOTAL 0 SF ‐$
Unsuitable Ex 860 CY $34.98 30,082.80$
Borrow Fill ‐ Unsuitable 860 CY $58.03 49,905.80$
Embankment 600 CY $56.95 34,171.80$
TOTAL LS 114,160.40$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Not used
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
Not used
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
Not used
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)Not used
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Furnish and Install station platform;
Includes cost for platforms, each with
canopy, furnishings, utility services, security
system.
Independence Station 10+00.00 2 EA $323,667.29 647,334.58$ single 100'x12' platform
B. Operator relief facility 1 EA $323,667.28 323,667.28$ includes 5 ft by 5 ft bath room building at
end of line station
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
TOTAL 2 LF 971,001.86$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
EA $1,774,526.80 ‐$
TOTAL 0 EA ‐$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
STATION $1,528,709.33 $0.00
Furnish and Install;
Includes two elevators on each end of the
station platform, at aerial station stop
locations; include two separate elevator
towers on piles, and stair towers on piles;
elevators and towers shall have glass
exterior
TOTAL 0 EA $0.00
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $18,379,573.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL ls $3,197,346.00 ‐$
30.05 YARD AND TRACK ls $1,475,803.00 ‐$
Furnish and Install station platform;
Includes two 100'x12' platforms including
canopy, furnishings, utility services, security
system: does not include
elevators/escalators (see 20.07)
20.07 ELEVATORS, ESCALATORS
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
40 SITEWORK & SPECIAL CONDITIONS40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 2,100 SF $5.18 10,878.00$
Track
Removal700 TF $14.58
10,208.80$
Bridge
RemovalLF $799.32
‐$
Clearing 1.50 ACRES $8,438.24 12,657.36$
Erosion Control 610 LF $34.98 21,337.80$
TOTAL LS55,081.96$
Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATION
Relocate Poles Adjust utility cost based on new information
SUBTOTAL 1 LS $480,000.00 $480,000.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 620 LF $124.28 77,054.22$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
C. Relocate and adjust water utility lines and
structures; NS Corridor
620 LF $1.25 775.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 620 LF $16.63 10,310.60$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street LF $147.53 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
F. Relocate and adjust water utility lines and
structures; In Street
LF $25.40 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street LF $39.54 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
H. Reconstruct culverts 160+00 1 EA $256,055.40 256,055.40$
Assume 5'x4' box and 65' length; piles every
10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $71,450.00 ‐$
TOTAL LS 824,195.22$
TOTAL 270 CY $300.26 81,070.20$
TOTAL 1 LS $90,000.00 90,000.00$
40.05 SITE STRUCTURES INCLUDING ROW Fence 1 LS $49,000.00 49,000.00$ 10.6 miles * 2 sides
TOTAL LS 49,000.00$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course, 5", Ton $103.25 ‐$
B. Asphalt Concrete Base Course, 6", Type
BM‐25Ton $105.49 ‐$
Ton $50.262 ‐$
D. Curb and Gutter (HS‐202) LF $44.09 ‐$
granite curb LF $23.72 ‐$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
C. Aggregate Base Material, Type 1, No. 21A
Increased quantity from 5 acres to 10 acres
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
D. Park and Rides 168+00.00 Independence 1.00 EA $2,471,457.35 2,471,457.35$
E. Milling Asphalt SY $4.88 ‐$
F. Transit Center 159+00.00 Independence Blvd 1.00 EA $3,600,000.00 3,600,000.00$
Transit Center shall have approximately
15100 square feet of bus paving; 6800
square feet of auto paving; 14.600 square
feet of sidewalk; and a pedestrian bridge
210 feet long x 15 feet wide; stairs and two
elevators on each end of pedestrian bridge;
includes stormwater detention/retention.
Operator facility included in category 20.01;
purchase and clearing of parcel included in
ROW costs
TOTAL LS 6,071,457.35$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $20,000.00 20,000.00$ Includes Maintenance of Traffic and
Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALS
Retrofit Existing vehicles for ATCExisting Vehicles LS $500,000.00
‐$ upgrade to cab signaling; increased unit cost
to $500,000
TOTAL LS ‐$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
EA $19,527.10‐$ REMOVE EXISTING CROSS GATE EQUIPMENT
AND DISPOSE ‐ TYPICAL
‐$
SUBTOTAL 0 ‐$
B. New Grade Crossing Signals EA $1,432,356.90 ‐$
A. Grade Crossing Signals to be Removed
Includes traffic signal, signage; Include
additional high mast lighting at each
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
SUBTOTAL 0 ‐$
TOTAL ‐$
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
Not used
50.04 TRACTION POWER DISTRIBUTION: CATENARY Not used
Comm 0.11 MI $650,000.0074,370.83$ 4‐2" conduit; trough adjacent to ballasted
track; buried in street
Ductbank 0.11 MI $537,293.98
61,475.39$ Speakers, cameras, and variable message
signs; include CAT 5 cable to cameras; each
station stop in VB
Public Address 1 EA $110,062.47
110,062.47$ To Serve OCC, servers and TVM's; include
ethernet through UG FO (was $2,000,000 on
Norfolk, above ground on OCS poles)
TOTAL LS 245,908.69$
TVM 4 LS $150,275.24 601,101.00$
Two collection machines at each station;
added two additional TVM at end of line
station and Independence station, 4 TVM's
need enclosures; 2 per enclosure ‐ 2
enclosures total ($12,000 each); Include CAT
5 cable from TVM's to nearest FO (for the
machine and connections, each TVM is
about $150,000, including the cable
TVM at PNR LS $163,064.63 ‐$ Two per PNR
TOTAL LS 601,101.00$
50.07 CENTRAL CONTROLNot used
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
crossing; Include signal controller at each
crossing ($200,000 each); add $10,400 to
each grade crossing to account for wiring 12
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
WEST OPTION
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATEA. Property Acquisition AC ‐$
B. Norfolk Southern ROW Acquisition
LS $25,500,000.00 ‐$
Parcel acquisition will be required, but area
and costs are not determined at this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
TOTAL LS ‐$
TOTAL AC ‐$
70 VEHICLES70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Not used70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used70.04 BUS TOTAL EA $657,143.00 ‐$ Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area
and costs are not determined at this time.
Parcel acquisition will be required, but area
and costs are not determined at this time.
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 8 west
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAYStandard BRT with Barriers 154+00.00 156+17.95 217.95 LF $909.87 198,307.04$ 3 barriers
175+84.91 180+34.13 449.22 LF $909.87 408,733.60$ 2 ‐ 20' roadways
Subtotal 667 LF 607,041
BRT at Split Platforms ‐ LF $859.38 ‐$ 2 barriers
‐ LF $859.38 ‐$ single ‐ 45' roadway
Subtotal ‐ LF ‐
BRT at Double Platform LF $677.78 ‐$ no barrier ‐ single 48' roadway
Subtotal ‐ LF ‐
Total 607,041
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Not used
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Not used
10.04 GUIDEWAY: AERIAL STRUCTUREIndependence 159+27.95 173+19.73 1,391.78 LF $13,864.32 19,296,083.29$ 15 Piers; 69269 sq ft
TOTAL 1,392 LF 19,296,083.29$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
10.08 GUIDEWAY: RETAINED CUT OR FILL
BRT with Walls $895.19 ‐$ median barrier
156+17.95 159+27.95 310 LF $895.19 277,508.90$ 2 ‐ barriers on walls
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
173+19.73 175+84.91 265 LF $895.19 237,386.48$ 2 ‐ 20' roadways
SUBTOTAL 575 LF 514,895.38$
Retaining Walls 156+17.95 159+27.95 Lt 2498 SF $39.07 97,599.47$
156+17.95 159+27.95 Rt 2498 SF $39.07 97,599.47$
173+19.73 175+84.91 Lt 2094 SF $39.07 81,809.09$
173+19.73 175+84.91 Rt 2094 SF $39.07 81,809.09$
SUBTOTAL 9,183 SF 358,817.13$
Unsuitable Ex 3,750 CY $34.98 131,175.00$
Borrow Fill ‐ Unsuitable 3,750 CY $58.03 217,612.50$
Embankment 2,650 CY $56.95 150,925.45$
TOTAL LS 1,373,425.46$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Not used
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
Not used
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
Not used
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)Not used
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Furnish and Install station platform;
Includes cost for platforms, each with
canopy, furnishings, utility services, security
system.
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 2 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
B. Operator relief facility 1 EA $323,667.28 323,667.28$ includes 5 ft by 5 ft bath room building at
end of line station
TOTAL 1 EA 323,667.28$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORMIndependence 164+00.00 1 EA $1,774,526.80 1,774,526.80$
TOTAL 1 EA 1,774,526.80$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
164+00.00 Independence 1 STATION $1,528,709.33 $1,528,709.33
TOTAL 1 EA $1,528,709.33
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY
TOTAL LS $18,379,573.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL ls $3,197,346.00 ‐$
Furnish and Install station platform;
Includes two 100'x12' platforms including
canopy, furnishings, utility services, security
system: does not include
elevators/escalators (see 20.07)
20.07 ELEVATORS, ESCALATORS Furnish and Install;
Includes two elevators on each end of the
station platform, at aerial station stop
locations; include two separate elevator
towers on piles, and stair towers on piles;
elevators and towers shall have glass
exterior
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 3 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
30.05 YARD AND TRACK ls $1,475,803.00 ‐$ 40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 9,100 SF $5.18 47,138.00$
Track
Removal3,100 TF $14.58
45,210.40$
Bridge
RemovalLF $799.32
‐$
Clearing 5.50 ACRES $8,438.24 46,410.33$
Erosion Control 2,650 LF $34.98 92,697.00$
TOTAL LS231,455.73$
Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATION
Relocate Poles Adjust utility cost based on new information
SUBTOTAL 1 LS $2,100,000.00 $2,100,000.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 2,700 LF $124.28 335,558.70$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
C. Relocate and adjust water utility lines and
structures; NS Corridor
2,700 LF $1.25 3,375.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 2,700 LF $16.63 44,901.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
E. New, relocate, and adjust storm drain
lines and structures; In Street 0 LF $147.53 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 4 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
F. Relocate and adjust water utility lines and
structures; In Street
0 LF $25.40 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 0 LF $39.54 ‐$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
H. Reconstruct culverts 160+00 1 EA $256,055.40 256,055.40$
Assume 5'x4' box and 65' length; piles every
10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $71,450.00 ‐$
TOTAL LS 2,739,890.10$
TOTAL 1,180 CY $300.26 354,306.80$
Increased quantity from 5 acres to 10 acres
TOTAL 1 LS $392,000.00 392,000.00$
40.05 SITE STRUCTURES INCLUDING ROW Fence 1 LS $220,000.00 220,000.00$ 10.6 miles * 2 sides
TOTAL LS 220,000.00$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course, 5", Ton $103.25 ‐$
B. Asphalt Concrete Base Course, 6", Type
BM‐25Ton $105.49 ‐$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 5 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
C. Aggregate Base Material, Type 1, No. 21A Ton $50.262 ‐$
D. Curb and Gutter (HS‐202) LF $44.09 ‐$
granite curb LF $23.72 ‐$
D. Park and Rides 168+00.00 Independence 1.00 EA $2,471,457.35 2,471,457.35$
E. Milling Asphalt SY $4.88 ‐$
F. Transit Center EA $3,600,000.00 ‐$
TOTAL LS 2,471,457.35$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $84,000.00 84,000.00$ Includes Maintenance of Traffic and
Protection during construction.
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALS
B. Retrofit Existing vehicles for ATCLS $500,000.00
‐$ upgrade to cab signaling; increased unit cost
to $500,000
TOTAL LS ‐$
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTIONPrivate Crossings $39,115.59 ‐$
EA $19,527.10 ‐$
‐$
SUBTOTAL 0 ‐$
B. New Grade Crossing Signals
EA $1,432,356.90
‐$
SUBTOTAL 0 ‐$
TOTAL ‐$
A. Grade Crossing Signals to be Removed
Includes traffic signal, signage; Include
additional high mast lighting at each
crossing; Include signal controller at each
crossing ($200,000 each); add $10,400 to
each grade crossing to account for wiring 12
guage EF units for traffic signal preemption
REMOVE EXISTING CROSS GATE EQUIPMENT
AND DISPOSE ‐ TYPICAL
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 6 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
Not used
50.04 TRACTION POWER DISTRIBUTION: CATENARY Not used
Comm 0.50 MI $650,000.00324,277.37$ 4‐2" conduit; trough adjacent to ballasted
track; buried in street
Ductbank 0.50 MI $537,293.98
268,049.66$ Speakers, cameras, and variable message
signs; include CAT 5 cable to cameras; each
station stop in VB
Public Address 1 EA $110,062.47
110,062.47$ To Serve OCC, servers and TVM's; include
ethernet through UG FO (was $2,000,000 on
Norfolk, above ground on OCS poles)
TOTAL LS 702,389.50$
TVM 4 LS $150,275.24 601,101.00$
Two collection machines at each station;
added two additional TVM at end of line
station and Independence station, 4 TVM's
need enclosures; 2 per enclosure ‐ 2
enclosures total ($12,000 each); Include CAT
5 cable from TVM's to nearest FO (for the
machine and connections, each TVM is
about $150,000, including the cable
TVM at PNR LS $163,064.63 ‐$ Two per PNR
TOTAL LS 601,101.00$
50.07 CENTRAL CONTROLNot used
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATEA. Property Acquisition AC ‐$
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
Parcel acquisition will be required, but area
and costs are not determined at this time.
50.05 COMMUNICATIONS
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 7 of 8 east
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO TOWN CENTER
EAST OPTION
B. Norfolk Southern ROW Acquisition
LS $25,500,000.00 ‐$
Parcel acquisition will be required, but area
and costs are not determined at this time.
C. Property Acquisition (Park and Rides)
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
TOTAL LS ‐$
TOTAL AC ‐$
70 VEHICLES70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Not used70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used70.04 BUS TOTAL EA $657,143.00 ‐$ Includes spare parts and special events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
Parcel acquisition will be required, but area
and costs are not determined at this time.
HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 8 of 8 east
Cost Estimate Details BRT Alternative 1B
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
Not used
A. Asphalt Concrete Surface Course,
Type SM‐9.5A10+00 TO 260+00 9,390 Ton $92.93 872,631.48$
Does not include bridges, see 10.04
A1. Asphalt Concrete Surface Course,
Type SM‐9.5Amilling 850.00 Ton $92.93 78,992.20$
B. Asphalt Concrete Base Course, Type
BM‐2510+00 TO 260+00 23,475 Ton $95.17 2,234,209.65$
Does not include bridges, see 10.04
C. Aggregate Base Material, Type 1, No.
21A10+00 TO 260+00 28,810 Ton $50.34 1,450,324.21$
C. Aggregate Base Material, Type 1, No.
21A Shoulders10+00 TO 260+00 873 Ton $50.34 43,947.69$
C. Aggregate Base Material, Type 1, No.
21A Curb and Gutter10+00 TO 260+00 368 Ton $50.34 18,525.49$
13+00 TO 15+00 269.00 LF $44.16 11,879.04$
17+50 TO 20+00 247 LF $44.16 10,907.52$
22+50 TO 25+00 270 LF $44.16 11,923.20$
25+50 TO 46+00 2094 LF $44.16 92,471.04$
92+00 TO 93+00 147 LF $44.16 6,491.52$
108+00 TO 113+00 474 LF $44.16 20,931.84$
113+40 TO 113+50 23 LF $44.16 1,015.68$
LF $44.16 ‐$
LF $44.16 ‐$
LF $44.16 ‐$
LF $44.16 ‐$
SUBTOTAL 155,619.84$ E. Ballast Curb 0.00 LF $100.00 ‐$
F. Guard Rail 13+00 TO 15+00 269.00 LF $70.32 18,916.08$
17+50 TO 20+00 247 LF $73.01 18,033.47$
22+50 TO 25+00 270 LF $70.21 18,956.70$
25+50 TO 46+00 2094 LF $60.48 126,647.21$
109+00 TO 113+00 399 LF $65.57 26,162.43$
LF $66.15 ‐$
SUBTOTAL 208,715.89$ G. Guard Rail End Unit Type 350 10 EA $106.69 1,066.94$
I. Milling 8288.00 SY $47.43 393,099.84$
TOTAL LS 5,457,133.24$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Not Used
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Not Used
Witchduck Rd 873 LF $9,130.54 7,970,962.29$ 36 FT wide double lane bridge;
Independence 1,490 LF $14,074.33 20,970,751.70$ Cast‐in‐place concrete drilled pile foundation;
Waterway 187 LF $9,607.82 1,796,662.34$
LF $12,018.42 ‐$
LF $9,175.50 ‐$
D. Curb and Gutter (HS‐202)
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO ROSEMONT
10.04 GUIDEWAY: AERIAL STRUCTURE (BUS TRANSIT BRIDGE)
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
LF $11,750.96 ‐$
LF $8,916.69 ‐$
TOTAL 2,550 LF 30,738,376.33$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Structural backfill for MSE walls only;
UNDERCUT EXCAVATION 2,013 CY $32.81 66,052.57$
EMBANKMENT 11,185 CY $57.18 639,558.30$
TOTAL CY 705,610.87$
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
2.0 EA $713,978.70 1,427,957.41$
TOTAL EA 1,427,957.41$
1 EA $480,352.53 480,352.53$
TOTAL EA 480,352.53$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
Furnish and Install;
At aerial station stop locations
TOTAL 1 EA $296,538.42 296,538.42$ per station
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
20.07 ELEVATORS, ESCALATORS
Includes two side platforms; does not include elevators/escalators (see
20.07)
Not used
Not used
Not used
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Includes two side platforms
10.08 GUIDWAY: RETAINED CUT OR FILL
Not used10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)10.10 TRACK: EMBEDDED (GRADE CROSSING PANEL PRECAST FULL DEPTH MODULAR PANEL ON GRADE)
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
10.12 TRACK: SPECIAL (NO. 8 CROSSOVER AND NO 8 TURNOUT)
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY LS $13,088,980.00 ‐$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
Not used
30.05 YARD AND TRACK Not used
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 19,172 SF $5.1598,754.97$ Pavement removal required to construct grade crossing; includes
sawcutting
Track Removal 28,843 TF $14.61 421,396.23$ Does not include salvage value
Bridge Removal 136 LF $482.72 65,650.33$ Removal of existing bridge structure
Clearing 49.00 ACRES $8,450.35 414,067.15$
Excavation 43,098 CY $2.26 97,401.48$ Does not include undercut (no geotechnical information available)
Unsuitable Excavation 28,444 CY $28.54 811,905.54$
Fill 42,553 CY $8.37 356,168.61$ Does not include structural fill for MSE wall, see 10.08
Erosion Control 24,992 LF $35.03 875,569.73$
TOTAL LS 3,140,914.03$
40.02 SITE UTILITIES, UTILITY RELOCATION
95+00 TO 105+00 7 EA $12,556.51 87,895.60$
EA $12,895.87 ‐$
EA $12,556.51 ‐$
SUBTOTAL 7 87,895.60$
24,992 LF $62.24 1,555,502.08$
SUBTOTAL 24,992 1,555,502.08$
291 LF $399.87 116,363.04$ Size Varies
LF ‐$
SUBTOTAL 291 116,363.04$
24,992 LF $0.62 15,595.01$ Size Varies
LF ‐$
SUBTOTAL 24,992 15,595.01$ 322 LF $772.72 248,815.84$
SUBTOTAL 322 248,815.84$
24,992 LF $8.33 208,183.36$
SUBTOTAL 24,992 208,183.36$
TOTAL LS 2,232,354.93$
TOTAL 1 LS $3,709,427.34 3,709,427.34$
TOTAL 1 LS $2,221,560.00 2,221,560.00$
D. Relocate and Adjust water utility
lines and structures
E. relocate water line under wall
F. Relocate and adjust sanitary sewer
utility lines and structures
A. Demolition
B. Clearing
B. New Relocate and adjust storm drain
lines and structures
C. Earthwork
A. Relocate Utility Poles
C. Reconstruct culverts
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 HAZ. MAT'L, CONTAM'D SOIL REMOVAL/MITIGATION, GROUND
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
93+22 TO 99+51 LT 10,064 SF $72.05 725,141.39$ Furnish and Install;
93+22 TO 99+51 RT 10,064 SF $72.05 725,141.39$ Includes MSE walls for bridge approach
100+89 TO 106+30 LT 8,656 SF $72.05 623,690.77$ Does not include structural fill, see 10.08
100+89 TO 106+95 RT 9,696 SF $72.05 698,625.89$
156+65 TO 162+99 LT 10,128 SF $72.05 729,752.78$
156+65 TO 162+99 RT 10,128 SF $72.05 729,752.78$
164+78 TO 171+54 LT 10,816 SF $72.05 779,325.25$
164+78 TO 171+54 RT 10,816 SF $72.05 779,325.25$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
SF $72.05 ‐$
TOTAL 80,368 SF 5,790,755.50$
TOTAL LS ‐$
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course,
Type SM‐9.5ATon $92.93 ‐$
Does not include bridges, see 10.04
B. Asphalt Concrete Base Course, Type
BM‐25Ton $95.17 ‐$
B. Aggregate Base Material, Type 1, No.
21ATon $50.34 ‐$
LF $44.16 ‐$
D. Stormwater Management 3.00 EA $248,081.00 744,243.00$
E. Park and Ride (Witchduck Road) 1.00 EA $1,256,438.72 1,256,438.72$
E. Park and Ride (Independence Blvd.)1.00 EA $1,398,123.33 1,398,123.33$
F. Park and Ride (Lynn Shores/Thalia)1.00 EA $1,256,438.72 1,256,438.72$
EA ‐$
EA ‐$
EA ‐$
EA ‐$
TOTAL LS 4,655,243.77$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
Not used
50.01 TRAIN CONTROL AND SIGNALS Not used
C. Curb and Gutter (HS‐202)
Not used40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING
WATER TREATMENT40.05 SITE STRUCTURES INCLUDING RETAINING WALLS, SOUND WALLS
50 SYSTEMS
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
NEWTOWN RD 2 EA $9,777.01 19,554.02$
PRINCESS ANNE RD 2 EA $9,777.01 19,554.02$
FREIGHT LANE 2 EA $9,777.01 19,554.02$
GREENWICH RD 2 EA $9,777.01 19,554.02$
WITCHDUCK RD 2 EA $9,777.01 19,554.02$
EUCLID RD 2 EA $9,777.01 19,554.02$
KELLAM RD 2 EA $9,777.01 19,554.02$
INDEPENDENCE BLVD 2 EA $9,777.01 19,554.02$
GARRETT DR 2 EA $9,777.01 19,554.02$
CONSTITUTION DR 2 EA $9,777.01 19,554.02$
S KENTUCKY AVE 4 EA $9,777.01 39,108.04$
LYNN SHORES DR 2 EA $9,777.01 19,554.02$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
EA $9,777.01 ‐$
SUBTOTAL 26 254,202.26$
NEWTOWN RD 2 EA $342,577.45 685,154.90$
PRINCESS ANNE RD 2 EA $342,577.45 685,154.90$
FREIGHT LANE 2 EA $342,577.45 685,154.90$
GREENWICH RD 2 EA $342,577.45 685,154.90$
EUCLID RD 2 EA $342,577.45 685,154.90$
KELLAM RD 2 EA $342,577.45 685,154.90$
CONSTITUTION DR 4 EA $342,577.45 1,370,309.80$
S KENTUCKY AVE 4 EA $342,577.45 1,370,309.80$
LYNN SHORES DR 4 EA $342,577.45 1,370,309.80$
EA $342,577.45 ‐$
EA $342,577.45 ‐$
EA $342,577.45 ‐$
EA $342,577.45 ‐$
EA $342,577.45 ‐$
EA $342,577.45 ‐$
S LOWTHER (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
PENNSYLVANIA AVENUE (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
DORSET AVENUE (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
SOUTHERN BLVD (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
SUBTOTAL 32 8,535,250.32$
TOTAL LS 8,789,452.58$
50.04 TRACTION POWER DISTRIBUTION: CATENARY AND THIRD RAIL
Not used
50.05 COMMUNICATIONS Not used
Not used50.06 FARE COLLECTION SYSTEM AND
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
A. Grade Crossing Signals to be
Removed
B. Traffic Signals to be installed
Not used
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
50.07 CENTRAL CONTROL Not used60 ROW, LAND, EXISTING
IMPROVEMENTSNORFOLK SOUTHERN ROW ACQUISITION 1.00 LS $40,000,000.00 40,000,000.00$
‐$
TOTAL 1 AC 40,000,000.00$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL Not used70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used70.04 BUSArticulated 5.00 EA $1,200,000.00 6,000,000.00$
Feeder 15.00 EA $500,000.00 7,500,000.00$
TOTAL EA 13,500,000.00$
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Not usedEQUIPMENT
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
60.01 PURCHASE OR LEASE OF REAL ESTATE
Cost Estimate Details BRT Alternative 2
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAY
Not used
A. Asphalt Concrete Surface Course,
Type SM‐9.5A10+00 TO 568+80 20,987 Ton $92.93 1,950,363.88$
Does not include bridges, see 10.04
A1. Asphalt Concrete Surface Course,
Type SM‐9.5Amilling 1899.00 Ton $92.93 176,477.87$
B. Asphalt Concrete Base Course, Type
BM‐2510+00 TO 568+80 52,470 Ton $95.17 4,993,779.78$
Does not include bridges, see 10.04
C. Aggregate Base Material, Type 1, No.
21A10+00 TO 568+80 64,393 Ton $50.34 3,241,608.01$
C. Aggregate Base Material, Type 1, No.
21A Shoulders10+00 TO 568+80 1,952 Ton $50.34 98,265.63$
C. Aggregate Base Material, Type 1, No.
21A Curb and Gutter10+00 TO 568+80 824 Ton $50.34 41,455.81$
13+00 TO 15+00 269 LF $44.16 11,879.04$
17+50 TO 20+00 247 LF $44.16 10,907.52$
22+50 TO 25+00 270 LF $44.16 11,923.20$
25+50 TO 46+00 2094 LF $44.16 92,471.04$
92+00 TO 93+00 147 LF $44.16 6,491.52$
108+00 TO 113+00 474 LF $44.16 20,931.84$
113+40 TO 113+50 23 LF $44.16 1,015.68$
302+00 TO 306+00 400 LF $44.16 17,664.00$
359+00 TO 360+50 156 LF $44.16 6,888.96$
365+00 TO 375+00 120 LF $44.16 5,299.20$
LF $44.16 ‐$
SUBTOTAL 185,472.00$ E. Ballast Curb 0.00 LF $100.00 ‐$
F. Guard Rail 13+00 TO 15+00 269 LF $70.32 18,916.08$
17+50 TO 20+00 247 LF $73.01 18,033.47$
22+50 TO 25+00 270 LF $70.21 18,956.70$
25+50 TO 46+00 2094 LF $60.48 126,647.21$
109+00 TO 113+00 399 LF $65.57 26,162.43$
359+00 TO 360+50 156 LF $66.15 10,319.87$
SUBTOTAL 219,035.76$ G. Guard Rail End Unit Type 350 20.00 EA $106.69 2,133.88$
H. Milling 18525.00 SY $47.43 878,640.75$
TOTAL LS 11,787,233.38$
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Not Used
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Not Used
Witchduck Rd 873 LF $9,130.54 7,970,962.29$ 36 FT wide double lane bridge;
Independence 1,490 LF $14,074.33 20,970,751.70$ Cast‐in‐place concrete drilled pile foundation;
Waterway 187 LF $9,607.82 1,796,662.34$
Rosemont Rd 823 LF $12,018.42 9,891,159.66$
Lynnhaven 856 LF $9,175.50 7,854,229.71$
D. Curb and Gutter (HS‐202)
BUS RAPID TRANSIT (BRT) ALTERNATIVE ‐ NEWTOWN ROAD TO BIRDNECK ROAD, INCLUDING MOF
10.04 GUIDEWAY: AERIAL STRUCTURE (BUS TRANSIT BRIDGE)
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
Waterway 320 LF $11,750.96 3,760,307.20$
TOTAL 4,549 LF 52,244,072.91$
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
Structural backfill for MSE walls only;
UNDERCUT EXCAVATION 4,500 CY $32.81 147,658.50$
EMBANKMENT 25,000 CY $57.18 1,429,500.00$
TOTAL CY 1,577,158.50$
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
6.5 EA $713,978.70 4,640,861.57$
TOTAL EA 4,640,861.57$
1 EA $480,352.53 480,352.53$
TOTAL EA 480,352.53$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
Furnish and Install;
At aerial station stop locations
TOTAL 1 EA $296,538.42 296,538.42$ per station
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
20.07 ELEVATORS, ESCALATORS
Includes two side platforms; does not include elevators/escalators (see
20.07)
Not used
Not used
Not used
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Includes two side platforms
10.08 GUIDWAY: RETAINED CUT OR FILL
Not used10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)10.10 TRACK: EMBEDDED (GRADE CROSSING PANEL PRECAST FULL DEPTH MODULAR PANEL ON GRADE)
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
10.12 TRACK: SPECIAL (NO. 8 CROSSOVER AND NO 8 TURNOUT)
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
30.02 LIGHT MAINTENANCE FACILITY Not used
30.03 HEAVY MAINTENANCE FACILITY 1 LS $13,088,980.00 13,088,980.00$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
Not used
30.05 YARD AND TRACK Not used
40 SITEWORK & SPECIAL CONDITIONS
40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 42,852 SF $5.15220,730.65$ Pavement removal required to construct grade crossing; includes
sawcutting
Track Removal 64,469 TF $14.61 941,892.09$ Does not include salvage value
Bridge Removal 304 LF $482.72 146,747.79$ Removal of existing bridge structure
Clearing 109.40 ACRES $8,450.35 924,468.29$
Excavation 96,334 CY $2.26 217,714.84$ Does not include undercut (no geotechnical information available)
Unsuitable Excavation 63,580 CY $28.54 1,814,827.52$
Fill 95,114 CY $8.37 796,104.18$ Does not include structural fill for MSE wall, see 10.08
Erosion Control 55,862 LF $35.03 1,957,069.31$
TOTAL LS 7,019,554.67$
40.02 SITE UTILITIES, UTILITY RELOCATION
95+00 TO 105+00 7 EA $12,556.51 87,895.60$
365+00 TO 375+00 6 EA $12,895.87 77,375.24$
460+00 TO 470+00 7 EA $12,556.51 87,895.59$
SUBTOTAL 20 253,166.43$
55,862 LF $62.24 3,476,850.88$
SUBTOTAL 55,862 3,476,850.88$
650 LF $399.87 259,917.45$ Size Varies
LF ‐$
SUBTOTAL 650 259,917.45$
55,862 LF $0.62 34,857.89$ Size Varies
LF ‐$
SUBTOTAL 55,862 34,857.89$ 720 LF $772.72 556,358.40$
SUBTOTAL 720 556,358.40$
55,862 LF $8.33 465,330.46$
SUBTOTAL 55,862 465,330.46$
TOTAL LS 5,046,481.51$
TOTAL 1 LS $7,465,651.00 7,465,651.00$
TOTAL 1 LS $5,928,511.00 5,928,511.00$
D. Relocate and Adjust water utility
lines and structures
E. relocate water line under wall
F. Relocate and adjust sanitary sewer
utility lines and structures
A. Demolition
B. Clearing
B. New Relocate and adjust storm drain
lines and structures
C. Earthwork
A. Relocate Utility Poles
C. Reconstruct culverts
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 HAZ. MAT'L, CONTAM'D SOIL REMOVAL/MITIGATION, GROUND
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
93+22 TO 99+51 LT 10,064 SF $72.05 725,141.39$ Furnish and Install;
93+22 TO 99+51 RT 10,064 SF $72.05 725,141.39$ Includes MSE walls for bridge approach
100+89 TO 106+30 LT 8,656 SF $72.05 623,690.77$ Does not include structural fill, see 10.08
100+89 TO 106+95 RT 9,696 SF $72.05 698,625.89$
156+65 TO 162+99 LT 10,128 SF $72.05 729,752.78$
156+65 TO 162+99 RT 10,128 SF $72.05 729,752.78$
164+78 TO 171+54 LT 10,816 SF $72.05 779,325.25$
164+78 TO 171+54 RT 10,816 SF $72.05 779,325.25$
271+53 TO 278+39 LT 10,976 SF $72.05 790,853.73$
271+53 TO 278+39 RT 10,976 SF $72.05 790,853.73$
279+89 TO 286+42 LT 10,464 SF $72.05 753,962.59$
279+89 TO 286+42 RT 10,464 SF $72.05 753,962.59$
367+00 TO 374+52 LT 12,192 SF $72.05 878,470.18$
367+00 TO 374+52 RT 12,192 SF $72.05 878,470.18$
375+95 TO 382+29 LT 10,096 SF $72.05 727,447.09$
375+95 TO 382+29 RT 10,096 SF $72.05 727,447.09$
412+90 TO 419+40 LT 10,400 SF $72.05 749,351.20$
412+90 TO 419+40 RT 10,400 SF $72.05 749,351.20$
420+84 TO 427+49 LT 10,624 SF $72.05 765,491.07$
420+84 TO 427+49 RT 10,624 SF $72.05 765,491.07$
TOTAL 209,872 SF 15,121,907.22$
TOTAL LS ‐$ Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTSA. Asphalt Concrete Surface Course,
Type SM‐9.5A365+00 TO 375+80 263 Ton $92.93 24,441.12$
Does not include bridges, see 10.04
B. Asphalt Concrete Base Course, Type
BM‐25365+00 TO 375+00 658 Ton $95.17 62,624.49$
B. Aggregate Base Material, Type 1, No.
21A365+00 TO 375+00 808 Ton $50.34 40,675.53$
365+00 TO 375+00 910.00 LF $44.16 40,185.60$
D. Stormwater Management 3.00 EA $578,855.20 1,736,565.61$
E. Park and Ride (Witchduck Road) 1.00 EA $1,256,438.72 1,256,438.72$
E. Park and Ride (Independence Blvd.)1.00 EA $1,398,123.33 1,398,123.33$
F. Park and Ride (Lynn Shores/Thalia)1.00 EA $1,256,438.72 1,256,438.72$
G. Park and Ride (Lynnhaven Pkwy) 1.00 EA $1,256,438.72 1,256,438.72$
H. Park and Ride (London Bridge Road)1.00 EA $1,256,438.72 1,256,438.72$
I. Park and Ride (Birdneck) 1.00 EA $1,256,438.72 1,256,438.72$
J. Bus Transfer Area @ Oceana 1.00 EA $418,812.92 418,812.92$
TOTAL LS 10,003,622.20$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
Not used
C. Curb and Gutter (HS‐202)
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING
WATER TREATMENT40.05 SITE STRUCTURES INCLUDING RETAINING WALLS, SOUND WALLS
50 SYSTEMS
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
50.01 TRAIN CONTROL AND SIGNALS Not used50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION
NEWTOWN RD 2 EA $9,777.01 19,554.02$
PRINCESS ANNE RD 2 EA $9,777.01 19,554.02$
FREIGHT LANE 2 EA $9,777.01 19,554.02$
GREENWICH RD 2 EA $9,777.01 19,554.02$
WITCHDUCK RD 2 EA $9,777.01 19,554.02$
EUCLID RD 2 EA $9,777.01 19,554.02$
KELLAM RD 2 EA $9,777.01 19,554.02$
INDEPENDENCE BLVD 2 EA $9,777.01 19,554.02$
GARRETT DR 2 EA $9,777.01 19,554.02$
CONSTITUTION DR 2 EA $9,777.01 19,554.02$
S KENTUCKY AVE 4 EA $9,777.01 39,108.04$
LYNN SHORES DR 2 EA $9,777.01 19,554.02$
ROSEMONT RD 2 EA $9,777.01 19,554.02$
PLAZA TRAIL 2 EA $9,777.01 19,554.02$
LYNNHAVEN RD 2 EA $9,777.01 19,554.02$
LYNNHAVEN PKWY 2 EA $9,777.01 19,554.02$
FIRST COLONIAL RD 2 EA $9,777.01 19,554.02$
S OCEANA BLVD 2 EA $9,777.01 19,554.02$
N OCEANA BLVD 2 EA $9,777.01 19,554.02$
DISTRIBUTION DR 2 EA $9,777.01 19,554.02$
SUBTOTAL 42 410,634.42$
NEWTOWN RD 2 EA $342,577.45 685,154.90$
PRINCESS ANNE RD 2 EA $342,577.45 685,154.90$
FREIGHT LANE 2 EA $342,577.45 685,154.90$
GREENWICH RD 2 EA $342,577.45 685,154.90$
EUCLID RD 2 EA $342,577.45 685,154.90$
KELLAM RD 2 EA $342,577.45 685,154.90$
CONSTITUTION DR 4 EA $342,577.45 1,370,309.80$
S KENTUCKY AVE 4 EA $342,577.45 1,370,309.80$
LYNN SHORES DR 4 EA $342,577.45 1,370,309.80$
PLAZA TRAIL 2 EA $342,577.45 685,154.90$
LYNNHAVEN RD 2 EA $342,577.45 685,154.90$
LYNNHAVEN PKWY 4 EA $342,577.45 1,370,309.80$
OCEANA BLVD 4 EA $342,577.45 1,370,309.80$
FIRST COLONIAL RD 2 EA $342,577.45 685,154.90$
DISTRIBUTION DR 2 EA $342,577.45 685,154.90$
S LOWTHER (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
PENNSYLVANIA AVENUE (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
DORSET AVENUE (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
SOUTHERN BLVD (private sign and flashing signal) 2 EA $39,173.94 78,347.88$
SUBTOTAL 48 14,016,489.52$
TOTAL LS 14,427,123.94$
50.04 TRACTION POWER DISTRIBUTION: CATENARY AND THIRD RAIL
Not used
50.05 COMMUNICATIONS Not used
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
A. Grade Crossing Signals to be
Removed
B. Traffic Signals to be installed
Not used
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
50.07 CENTRAL CONTROL Not used60 ROW, LAND, EXISTING
IMPROVEMENTSNORFOLK SOUTHERN ROW ACQUISITION 1.00 LS $40,000,000.00 40,000,000.00$
‐$
TOTAL 1 AC 40,000,000.00$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL Not used70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used70.04 BUS TOTAL 45 EA $686,666.67 30,900,000.15$
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
Not used50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
60.01 PURCHASE OR LEASE OF REAL ESTATE
Cost Estimate Details BRT Alternative 3
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
10 GUIDWAY & TRACK ELEMENTS (route miles)
10.01 GUIDEWAY: AT‐GRADE EXCLUSIVE RIGHT‐OF‐WAYStandard BRT with Barriers 10+82.70 20+80.87 998.17 LF $909.87 908,208.93$ 3 barriers
22+73.43 25+02.76 229.33 LF $909.87 208,661.40$ 2 ‐ 20' roadways
25+68.44 51+03.77 2,535.33 LF $909.87 2,306,830.85$
51+19.24 85+28.48 3,409.24 LF $909.87 3,101,978.84$
85+69.97 93+22.36 752.39 LF $909.87 684,580.10$
111+80.94 119+08.01 727.07 LF $909.87 661,542.09$
119+45.86 125+36.75 590.89 LF $909.87 537,635.45$
125+87.68 153+16.73 2,729.05 LF $909.87 2,483,091.64$
153+61.27 156+17.95 256.68 LF $909.87 233,546.46$
175+84.91 180+34.13 449.22 LF $909.87 408,733.60$
180+99.97 192+59.58 1,159.61 LF $909.87 1,055,098.99$
194+45.53 209+93.48 1,547.95 LF $909.87 1,408,439.46$
210+14.13 236+49.41 2,635.28 LF $909.87 2,397,772.75$
236+84.01 245+80.78 896.77 LF $909.87 815,947.71$
246+49.90 248+77.52 227.62 LF $909.87 207,105.52$
255+99.59 271+57.15 1,557.56 LF $909.87 1,417,183.35$
286+46.16 300+56.67 1,410.51 LF $909.87 1,283,386.38$
301+02.76 363+85.24 6,282.48 LF $909.87 5,716,265.21$
382+60.17 393+49.30 1,089.13 LF $909.87 990,971.07$
396+69.10 397+03.49 34.39 LF $909.87 31,290.57$
397+03.49 405+50.18 846.69 LF $909.87 770,381.22$
‐ LF $909.87 ‐$
‐ LF $909.87 ‐$
‐ LF $909.87 ‐$
‐ LF $909.87 ‐$
‐ LF $909.87 ‐$
‐ LF $909.87 ‐$
‐ LF $909.87 ‐$
Subtotal 30,365 LF 27,628,652
BRT at Laskin Curbed 468+75.18 471+12.02 236.84 LF $546.00 129,314.64$ 2 curbs
472+13.47 476+12.83 399.36 LF $546.00 218,050.56$ single ‐ 24' roadway
476+80.33 481+59.62 479.29 LF $546.00 261,692.34$
482+59.90 499+68.41 1,708.51 LF $546.00 932,846.46$
500+67.75 502+95.14 227.39 LF $546.00 124,154.94$
511+52.80 514+52.58 299.78 LF $546.00 163,678.79$
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 1 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
515+89.11 528+52.40 1,263.29 LF $546.00 689,756.34$
529+23.77 531+14.43 190.66 LF $546.00 104,100.36$
539+57.42 542+80.12 322.70 LF $546.00 176,194.20$
543+59.52 568+06.40 2,446.88 LF $546.00 1,335,996.48$
569+36.78 575+32.45 595.67 LF $546.00 325,235.82$
576+05.66 590+19.95 1,414.29 LF $546.00 772,202.34$
590+98.75 594+23.46 324.71 LF $546.00 177,291.66$
Subtotal 9,909 LF 5,410,515
BRT at Split Platforms 106+95.08 111+80.94 485.86 LF $859.38 417,538.85$ 2 barriers
248+77.52 255+99.59 722.07 LF $859.38 620,533.24$ single ‐ 45' roadway
Subtotal 1,208 LF 1,038,072
BRT at Double Platform 363+85.24 368+21.24 436.00 LF $677.78 295,512.08$ no barrier ‐ single 48' roadway
Subtotal 436 LF 295,512
BRT at Laskin Platforms 502+95.14 504+80.72 185.58 LF $1,102.56 204,613.08$ 2 curbs
505+57.23 511+52.80 595.57 LF $1,102.56 656,651.66$ single ‐ 48' roadway
531+14.43 539+57.42 842.99 LF $1,102.56 929,447.05$
Subtotal 1,624 LF 1,790,712
Total 43,543 LF 36,163,462
10.02 GUIDEWAY: AT‐GRADE SEMI‐EXCLUSIVE (ALLOWS CROSS TRAFFIC)
Not used
10.03 GUIDEWAY: AT‐GRADE IN MIXED TRAFFIC
Not used
10.04 GUIDEWAY: AERIAL STRUCTUREWitchduck Rd 96+01.92 104+15.21 813.29 LF $14,889.06 12,109,123.61$ 8 Piers; 37397 sq ft
Independence 159+27.95 173+19.73 1,391.78 LF $13,864.32 19,296,083.29$ 15 Piers; 69269 sq ft
Waterway 192+59.58 194+45.53 185.95 LF $19,469.38 3,620,331.95$ 2 Piers; 8556 sq ft
Rosemont Rd 274+62.18 283+42.36 880.18 LF $14,157.16 12,460,849.09$ 8 Piers; 40480 sq ft
Lynnhaven 371+31.24 379+20.17 788.93 LF $13,538.25 10,680,731.57$ 8 Piers; 36290 sq ft
Waterway 393+49.30 396+69.10 319.80 LF $18,372.24 5,875,442.35$ 4 Piers; 14609 sq ft
Linkhorn Bay 568+06.40 569+36.78 130.38 LF $15,601.66 2,034,144.43$ 2 Piers; 3781 sq ft
TOTAL 4,510 LF 66,076,706.30$
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 2 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
10.05 GUIDEWAY: BUILT UP FILL Not used10.06 GUIDEWAY: UNDERGROUND CUT & COVER
Not used
10.07 GUIDEWAY: UNDERGROUND TUNNEL
Not used
10.08 GUIDEWAY: RETAINED CUT OR FILL
BRT with Walls 93+22.36 96+01.92 280 LF $895.19 250,259.32$ median barrier
104+15.21 106+95.08 280 LF $895.19 250,536.83$ 2 ‐ walls
156+17.95 159+27.95 310 LF $895.19 277,508.90$ 2 ‐ barriers on walls
173+19.73 175+84.91 265 LF $895.19 237,386.48$ 2 ‐ 20' roadways
271+57.15 274+62.18 305 LF $895.19 273,059.81$
283+42.36 286+46.16 304 LF $895.19 271,958.72$
368+21.24 371+31.24 310 LF $895.19 277,508.90$
379+20.17 382+60.17 340 LF $895.19 304,364.60$
0 LF $895.19 ‐$
0 LF $895.19 ‐$
SUBTOTAL 2,393 LF 2,142,583.55$
Retaining Walls 93+21.90 96+01.92 Lt 2057 SF $36.07 74,206.67$
93+21.90 96+01.92 Rt 2057 SF $36.07 74,206.67$
104+15.21 106+95.08 Lt 2031 SF $36.07 73,264.26$
104+15.21 106+95.08 Rt 2031 SF $36.07 73,264.26$
156+17.95 159+27.95 Lt 2498 SF $36.07 90,105.84$
156+17.95 159+27.95 Rt 2498 SF $36.07 90,105.84$
173+19.73 175+84.91 Lt 2094 SF $36.07 75,527.84$
173+19.73 175+84.91 Rt 2094 SF $36.07 75,527.84$
271+57.15 274+62.18 Lt 2472 SF $36.07 89,167.95$
271+57.15 274+62.18 Rt 2472 SF $36.07 89,167.95$
283+42.36 286+46.16 Lt 1943 SF $36.07 70,080.82$
283+42.36 286+46.16 Rt 1943 SF $36.07 70,080.82$
368+21.24 371+31.24 Lt 1858 SF $36.07 67,005.60$
368+21.24 371+31.24 Rt 1858 SF $36.07 67,005.60$
379+20.17 382+60.17 Lt 1949 SF $36.07 70,297.26$
379+20.17 382+60.17 Rt 1949 SF $36.07 70,297.26$
SF $36.07 ‐$
SF $36.07 ‐$
SF $36.07 ‐$
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 3 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
SF $36.07 ‐$
SUBTOTAL 33,801 SF 1,219,312.49$
Unsuitable Ex 63,600 CY $34.98 2,224,728.00$
Borrow Fill ‐ Unsuitable 63,600 CY $58.03 3,690,708.00$
Embankment 19,850 CY $56.95 1,130,517.05$
TOTAL LS 10,407,849.09$
10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)
Not used
10.10 TRACK: EMBEDDED (CAST‐IN‐PLACE REINFORCED CONCRETE TRACK SLAB ON GRADE)
Not used
10.11 TRACK: BALLASTED (MAINLINE BALLASTED TRACK CONSTRUCTION)
Not used
10.12 TRACK: SPECIAL (NO. 8 TURNOUT)Not used
10.12 TRACK: SPECIAL (NO. 8 EQUILATERAL TURNOUT)
Not used
10.13 TRACK: VIBRATION AND NOISE DAMPENING
Not used
20 STATIONS, STOPS, TERMINALS, INTERMODAL (number)
20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Furnish and Install station platform;
Includes cost for platforms, each with
canopy, furnishings, utility services, security
system.
Newtown Station 10+00.00 1 EA $647,334.58 647,334.58$ single 200'x12' platform
Witchduck Station 108+00.00 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
Rosemont Station 252+00.00 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
Lynnhaven Station 367+00.00 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
Greatneck Station 422+65.22 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
Hilltop West 505+57.23 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
Hilltop East 531+14.43 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
Birdneck 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
convention center 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
oceanfront 2 EA $647,334.58 1,294,669.16$ two 200'x12' platforms
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 4 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
B. Operator relief facility end of line 1 EA $323,667.28 323,667.28$ includes 5 ft by 5 ft bath room building at
end of line station
TOTAL 19 LF 12,623,024.34$
20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORMIndependence 164+00.00 1 EA $1,774,526.80 1,774,526.80$
TOTAL 1 EA 1,774,526.80$
20.03 UNDERGROUND STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM
Not used
20.04 OTHER STATIONS, LANDINGS, TERMINALS: INTERMODAL, FERRY, TROLLEY, ETC.
Not used
20.05 JOINT DEVELOPMENT Not used20.06 AUTOMOBILE PARKING MULTI‐STORY STRUCTURE
Not used
164+00.00 Independence 1 STATION $1,528,709.33 $1,528,709.33
Furnish and Install;
Includes two elevators on each end of the
station platform, at aerial station stop
locations; include two separate elevator
towers on piles, and stair towers on piles;
elevators and towers shall have glass
exterior
TOTAL 1 EA $1,528,709.33
30 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.01 ADMINISTRATION BUILDING: OFFICE, SALES, STORAGE, REVENUE COUNTING
Not used
30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY
TOTAL 1 LS $18,379,573.00 18,379,573.00$
30.04 STORAGE AND MAINTENANCE OF WAY BUILDING
TOTAL 1 ls $3,197,346.00 3,197,346.00$
30.05 YARD AND TRACK 1 ls $1,475,803.00 1,475,803.00$
Furnish and Install station platform;
Includes two 100'x12' platforms including
canopy, furnishings, utility services, security
system: does not include
elevators/escalators (see 20.07)
20.07 ELEVATORS, ESCALATORS
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 5 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
40 SITEWORK & SPECIAL CONDITIONS40.01 DEMOLITION, CLEARING, EARTHWORK
Pavement Removal 919,795 SF $5.18 4,764,538.10$
Track
Removal40,000 TF $14.58
583,360.00$
Bridge
Removal282 LF $799.32 225,408.24$ 2 waterway bridges
Clearing 48.00 ACRES $8,438.24 405,035.62$
Erosion Control 103,750 LF $34.98 3,629,175.00$
TOTAL LS9,607,516.96$
Does not include grading for MOF, see 30.03
40.02 SITE UTILITIES, UTILITY RELOCATION
A1. Relocate Distribution Line ‐ OHNS 11,800 LF $387.00 4,566,600.00$
Adjust utility cost based on new information
Distribution ‐ OH 2020+00 to 2097+00 7,700 LF $387.00 2,979,900.00$
Transmission ‐ OH 2073+50 to 2082+00 850 LF $458.00 389,300.00$
Distribution ‐ OH 2192+00 to 2241+00 4,900 LF $387.00 1,896,300.00$
A2. Relocate Distribution Line ‐ UG Open
CutNS 11,000 LF $898.00 9,878,000.00$
A3. Relocate Distribution Line ‐ UG
TrenchlessNS 900 LF $754.00 678,600.00$
TOTAL 1 LS $20,388,700.00
B. New, relocate, and adjust storm drain
lines and structures, NS Corridor 38,800 LF $124.28 4,822,102.80$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
C. Relocate and adjust water utility lines and
structures; NS Corridor
38,800 LF $1.25 48,500.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
D. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures: NS Corridor 38,800 LF $16.63 645,244.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 6 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
E. New, relocate, and adjust storm drain
lines and structures; In Street 19,700 LF $147.53 2,906,380.40$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
F. Relocate and adjust water utility lines and
structures; In Street
19,700 LF $25.40 500,439.10$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low; Increase unit cost to
accommodate 8' depth at crossings
G. Relocate and Adjust Sanitary Sewer
Utility Lines and Structures; In Street 19,700 LF $39.54 778,938.00$
Use Chronologically Adjusted Norfolk LRT
Unit Prices; Increase utility costs (double) ‐
TIDE was too low
H. Reconstruct culverts 14 EA $256,055.40 3,584,775.60$
Assume 5'x4' box and 65' length; piles every
10'
I. Transmission Guy Wire Mods @ Sta
875+50LS $159,867.27 ‐$
J. Relocate Sewer Pump Station 1107+00 1 LS $858,947.00 858,947.00$
TOTAL LS 64,530,243.86$
TOTAL 24,827 CY $300.26 7,454,555.02$
Increased quantity from 5 acres to 10 acres
TOTAL 1 LS $7,405,200.00 7,405,200.00$
40.05 SITE STRUCTURES INCLUDING ROW Fence 77,600 LF $40.33 3,129,608.00$
TOTAL LS 3,129,608.00$
40.06 PEDESTRIAN / BIKE PATH ACCESS AND ACCOMODATION, LANDSCAPING Not used
40.07 AUTOMOBILE, BUS, VAN ACCESSWAYS INCLUDING ROADS, PARKING LOTS
527+50 TO 533+65 475 Ton $103.25 49,086.55$
583+50 TO 587+70 892 Ton $103.25 92,105.55$
606+50 TO 608+50 124 Ton $103.25 12,781.71$
689+50 29 Ton $103.25 3,003.95$
40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT40.04 ENVIRONMENTAL MITIGATION
A. Asphalt Concrete Surface Course, 5",
Type SM‐9.5A
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 7 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
695+50 29 Ton $103.25 2,966.29$
852+95 TO 857+15 222 Ton $103.25 22,945.56$
857+40 TO 861+60 166 Ton $103.25 17,119.71$
Laskin Rd 9952 Ton $103.25 1,027,502.80$
Ton $103.25 ‐$
SUBTOTAL 11,889 SF 1,227,512.12$
527+50 TO 533+65 570 Ton $105.49 60,181.77$
583+50 TO 587+70 1070 Ton $105.49 112,924.52$
606+50 TO 608+50 149 Ton $105.49 15,670.81$
689+50 35 Ton $105.49 3,682.95$
695+50 34 Ton $105.49 3,636.77$
852+95 TO 857+15 267 Ton $105.49 28,132.03$
857+40 TO 861+60 199 Ton $105.49 20,989.35$
Laskin Rd 11942 Ton $105.49 1,259,753.26$
Ton $105.49 ‐$
SUBTOTAL 14,266 SF 1,504,971.46$
583+50 TO 587+70 381 Ton $50.262 19,151.33$
527+50 TO 533+65 190 Ton $50.26 9,558.11$
583+50 TO 587+70 357 Ton $50.26 17,934.76$
606+50 TO 608+50 50 Ton $50.26 2,488.85$
689+50 12 Ton $50.26 584.93$
695+50 11 Ton $50.26 577.59$
852+95 TO 857+15 89 Ton $50.26 4,467.95$
857+40 TO 861+60 66 Ton $50.26 3,333.54$
Laskin Rd 3981 Ton $50.26 200,074.95$
Ton $50.26 ‐$
SUBTOTAL 5,137 SF 258,172.01$
D. Curb and Gutter (HS‐202) 500+00 TO 510+50 1048 LF $44.09 46,207.37$
527+50 TO 533+65 1254 LF $44.09 55,290.11$
583+50 TO 587+70 1230 LF $44.09 54,231.93$
606+50 TO 608+50 725 LF $44.09 31,965.98$
852+95 TO 857+15 1844 LF $44.09 81,303.80$
857+40 TO 861+60 793 LF $44.09 34,964.16$
Laskin Rd 13848 LF $44.09 610,572.17$
LF $44.09 ‐$
B. Asphalt Concrete Base Course, 6", Type
BM‐25
C. Aggregate Base Material, Type 1, No. 21A
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 8 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
SUBTOTAL 20,742 SF 914,535.52$
D. Park and Rides 585+00.00 Witchduck 1.00 EA $1,809,674.09 1,809,674.09$
650+00.00 Independence 1.00 EA $2,471,457.35 2,471,457.35$
730+00.00 Lynn Shores 1.00 EA $1,500,957.10 1,500,957.10$
850+00.00 Lynnhaven Pkwy 1.00 EA $1,578,167.18 1,578,167.18$
423+00.00 Greatneck 1.00 EA $2,398,149.98 2,398,149.98$ same as LRT Hilltop
531+15.00 Hilltop East 1.00 EA $1,893,800.62 1,893,800.62$ same as LRT Hilltop
SUBTOTAL 6 SF 11,652,206.32$
E. Milling Asphalt SY $4.88 ‐$
TOTAL LS 15,557,397.43$
40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION
TOTAL 1 LS $1,776,477.16 $1,776,477.16
Includes Maintenance of Traffic and
Protection during construction. Includes
work on Birdneck rd (70' wide, 5 lanes) and
19th Street (45' wide, 4 lanes); Include 24/7
police at intersections @ $45/hour for
duration of project ‐ 49 intersections (notes
indicate that total cost may need to increase
by about a factor of 5)
50 SYSTEMS50.01 TRAIN CONTROL AND SIGNALS
B. Retrofit Existing vehicles for ATCExisting Vehicles 1 LS $500,000.00
500,000.00$ upgrade to cab signaling; increased unit cost
to $500,000
TOTAL LS 500,000.00$
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 9 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
50.02 TRAFFIC SIGNALS AND CROSSING PROTECTIONPrivate Crossings 8 $39,115.59 312,924.75$
13 EA $19,527.10253,852.33$ REMOVE EXISTING CROSS GATE EQUIPMENT
AND DISPOSE ‐ TYPICAL
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
‐$
SUBTOTAL 13 253,852.33$
Newtown Rd 1 EA $1,432,356.90 1,432,356.90$
Princess Anne Rd 1 EA $1,432,356.90 1,432,356.90$
Freight Ln 1 EA $1,432,356.90 1,432,356.90$
S Lowther (private sign and flashing signal) 1 EA $1,432,356.90 1,432,356.90$
Greenwich Rd 1 EA $1,432,356.90 1,432,356.90$
Southgate Ave (private sign and flashing signal) 1 EA $1,432,356.90 1,432,356.90$
Dorset Ave (private sign and flashing signal) 1 EA $1,432,356.90 1,432,356.90$
Euclid Rd 1 EA $1,432,356.90 1,432,356.90$
Kellam Rd 1 EA $1,432,356.90 1,432,356.90$
Constitution Dr 1 EA $1,432,356.90 1,432,356.90$
Fir Ave 1 EA $1,432,356.90 1,432,356.90$
S Thalia Rd 1 EA $1,432,356.90 1,432,356.90$
Budding Ave 1 EA $1,432,356.90 1,432,356.90$
S Kentucky Ave 1 EA $1,432,356.90 1,432,356.90$
A. Grade Crossing Signals to be Removed
B. New Grade Crossing Signals Includes traffic signal, signage; Include
additional high mast lighting at each
crossing; Include signal controller at each
crossing ($200,000 each); add $10,400 to
each grade crossing to account for wiring 12
guage EF units for traffic signal preemption
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 10 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
Lynn Shores Dr 1 EA $1,432,356.90 1,432,356.90$
Plaza Trail 1 EA $1,432,356.90 1,432,356.90$
Lynnhaven Rd 1 EA $1,432,356.90 1,432,356.90$
SUBTOTAL 17 24,350,067.30$
TOTAL 24,916,844.38$
50.03 TRACTION POWER SUPPLY: SUBSTATIONS
Not used
50.04 TRACTION POWER DISTRIBUTION: CATENARY Not used
Comm 12.87 MI $650,000.00 8,365,500.00$ 4‐2" conduit; trough adjacent to ballasted
track; buried in street
Ductbank 12.87 MI $537,293.98 6,914,973.54$
Speakers, cameras, and variable message
signs; include CAT 5 cable to cameras; each
station stop in VB
Public Address 13.00 EA $110,062.47 1,430,812.14$
To Serve OCC, servers and TVM's; include
ethernet through UG FO (was $2,000,000 on
Norfolk, above ground on OCS poles)
TOTAL LS 16,711,285.67$
At stations 15 EA $150,275.24 2,254,129.00$
Two collection machines at each station;
added two additional TVM at end of line
station and Independence station, 4 TVM's
need enclosures; 2 per enclosure ‐ 2
enclosures total ($12,000 each); Include CAT
5 cable from TVM's to nearest FO (for the
machine and connections, each TVM is
about $150,000, including the cable
At Park and Rides 6 EA $163,064.63 978,388.00$
TOTAL EA 3,232,517.00$
50.07 CENTRAL CONTROLNot used
50.05 COMMUNICATIONS
50.06 FARE COLLECTION SYSTEM AND EQUIPMENT
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 11 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
60 ROW, LAND, EXISTING IMPROVEMENTS
60.01 PURCHASE OR LEASE OF REAL ESTATE
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
B. Norfolk Southern ROW Acquisition
1.00 LS $40,000,000.00 40,000,000.00$
Parcel acquisition will be required, but area
and costs are not determined at this time.
AC
‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
AC ‐$
D. Substation Property Acquisition
AC
‐$ Parcel acquisition will be required, but area
and costs are not determined at this time.
TOTAL LS 40,000,000.00$
TOTAL AC ‐$
70 VEHICLES
70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Not used
70.02 HEAVY RAIL Not used70.03 COMMUTER RAIL Not used
Parcel acquisition will be required, but area
and costs are not determined at this time.
Parcel acquisition will be required, but area
and costs are not determined at this time.
Parcel acquisition will be required, but area
and costs are not determined at this time.
C. Property Acquisition (Park and Rides)
60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES
A. Property Acquisition
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 12 of 13 BRT quant
STANDARD COST CATEGORY STATION LIMITS QUANTITY UNITSUNIT PRICE
(MATERIALS & LABOR)
TOTAL PRICE ASSUMPTIONS
BUS RAPID TRANSIT (BRT) LASKIN ROAD ALTERNATIVE ‐ NEWTOWN ROAD TO OCEANFRONT, INCLUDING MOF
70.04 BUS TOTAL 45 EA $657,143.00 29,571,435.00$ Feeder bus; Includes spare parts and special
events
70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used70.07 SPARE PARTS Not used
HRT_VB_BRT‐Laskin_Cost Estimate_2013‐10‐21.xlsx 13 of 13 BRT quant
Cost Estimate Details BRT Alternative Timberline Report
HRT- Virginia Beach Transit Extension Page 1
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Project Name 1 HRT- Virginia Beach
Project Name 2 Transit Extension
Project Info 1 BRT Alternative
Project Location 1 Virginia Beach
Project Location 2 VA
Design Stage 1 Alternative Analysis
Design Stage 2 Conceptual Design
Estimate Version BASE_BUS 2013-08-16
Upper Range +% 40
Lower Range -% 20
Labor Rate Table 3rd Qtr2013 Union
Equip Rate Table 3rd Qtr2013
Cost index 233-VA-NORFOLK
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 2
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
06_BRT BUS RAPID TRANSIT ALTERNATIVE
010 GUIDEWAY AND TRACK ELEMENTS
10.02 Guideway: At-grade semi-exclusive
32111.02 Aggregate Base Material, Type 1,
No. 21A (10+00 TO 568+80)
69,116.00 ton 50.341/ton 3,479,365
32111.03 Aggregate Base Material, Type 1,
No. 21A Shoulders (10+00 TO
568+80)
2,096.00 ton 50.341/ton 105,515
32111.04 Aggregate Base Material, Type 1,
No. 21A Curb & Gutter (10+00 TO
568+8
824.00 ton 50.341/ton 41,481
32121.01a Asphalt Concrete Surface Course,
Type SM-9.5A (Milling)
2,037.75 ton 92.932/ton 189,373
32121.03 Asphalt Concrete Surface Course,
Type SM-9.5A (10+00 TO 568+80)
22,526.00 ton 92.932/ton 2,093,391
32121.04 Asphalt Concrete Base Course,
Type BM-25 (10+00 TO 568+80)
56,318.00 ton 95.174/ton 5,360,001
32121.07 Milling Per 2" Depth 18,525.00 sy 47.43 /sy 878,611
32160.02 Curb and Gutter HS-202 (13+00
TO 15+00)
269.00 lf 44.16 /lf 11,879
32160.03 Curb and Gutter HS-202 (17+50
TO 20+00)
247.00 lf 44.16 /lf 10,908
32160.04 Curb and Gutter HS-202 (22+50
TO 25+00)
270.00 lf 44.16 /lf 11,923
32160.05 Curb and Gutter HS-202 (25+50
TO 46+00)
2,094.00 lf 44.16 /lf 92,472
32160.06 Curb and Gutter HS-202 (92+00
TO 93+00)
147.00 lf 44.16 /lf 6,492
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 3
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
32160.06 Curb and Gutter HS-202 (92+00
TO 93+00)
147.00 lf 44.16 /lf 6,492
32160.07 Curb and Gutter HS-202 (108+00
TO 113+00)
474.00 lf 44.16 /lf 20,932
32160.08 Curb and Gutter HS-202 (113+40
TO 113+50)
23.00 lf 44.16 /lf 1,016
32160.09 Curb and Gutter HS-202 (302+00
TO 306+00)
400.00 lf 44.16 /lf 17,664
32160.10 Curb and Gutter HS-202 (359+00
TO 360+50)
156.00 lf 44.16 /lf 6,889
32160.11 Curb and Gutter HS-202 (365+00
TO 375+00)
120.00 lf 44.16 /lf 5,299
32160.12 Curb and Gutter HS-202 (375+00
TO 390+00)
34711.01 Guard Rail (13+00 to 15+00) 269.00 lf 70.32 /lf 18,915
34711.02 Guard Rail (17+50 TO 20+00) 247.00 lf 73.01 /lf 18,033
34711.03 Guard Rail (22+50 TO 25+00) 270.00 lf 70.21 /lf 18,955
34711.04 Guard Rail (25+50 TO 46+00) 2,094.00 lf 60.481/lf 126,648
34711.05 Guard Rail (109+00 TO 113+00) 399.00 lf 65.57 /lf 26,161
34711.06 Guard Rail (359+00 TO 360+50) 156.00 lf 66.153/lf 10,320
34711.07 Guard Rail End Unit Type 350 20.00 ea 106.694/ea 2,134
10.02 Guideway: At-grade semi-exclusive 12,554,375
220.815 Labor hours
109.365 Equipment hours
10.04a Guideway: Aerial structure (Bus Transit Bridge)
34720.40 99+51 TO 100+89 BRT Over
Witchduck Rd
138.00 lf 9,130.541/lf 1,260,015
34720.45 162+99 TO 164+81 BRT Over
Independence Blvd
182.00 lf 14,074.33 /lf 2,561,528
34720.50 192+81 TO 194+01 BRT Over
Waterway
120.00 lf 9,607.82 /lf 1,152,938
34720.55 278+39 TO 279+89 BRT Over
Rosemont Rd
150.00 lf 12,018.42 /lf 1,802,763
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 4
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
34720.55 278+39 TO 279+89 BRT Over
Rosemont Rd
150.00 lf 12,018.42 /lf 1,802,763
34720.60 374+62 TO 375+95 BRT Over
Lynnhaven Parkway
133.00 lf 9,175.502/lf 1,220,342
34720.65 394+39 TO 396+02 BRT Over
Waterway
163.00 lf 11,750.96 /lf 1,915,406
34720.70 419+40 TO 420+84 BRT Over
London Bridge Rd
144.00 lf 8,916.69 /lf 1,284,003
10.04a Guideway: Aerial structure (Bus Transit Bridge)
1,030.00 lf
10,870.87 /lf 11,196,995
10.08 Guideway: Retained cut or fill
31230.06 Undercut Excavation 9,208.00 cy 32.813/cy 302,142
31230.11 Embankment 75,589.00 cy 57.18 /cy 4,322,096
10.08 Guideway: Retained cut or fill
84,797.00 cy
54.533/cy 4,624,238
12,009.702 Labor hours
12,304.374 Equipment hours
010 GUIDEWAY AND TRACK ELEMENTS
55,862.00 LF
507.96 /LF 28,375,609
12,230.52 Labor hours
12,413.74 Equipment hours
020 STATIONS, STOPS, TERMINALS, INTERMODAL
20.01 At-grade station, stop, shelter, mall, terminal, platform
09000.01 At-Grade Station, Stop, Shelter,
Mall, Terminal, Platform
6.50 ea 713,978.703/ea 4,640,862
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 5
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
09000.01 At-Grade Station, Stop, Shelter,
Mall, Terminal, Platform
6.50 ea 713,978.703/ea 4,640,862
20.01 At-grade station, stop, shelter, mall, terminal, platform
6.00 ea
773,476.93 /ea 4,640,862
20.02 Aerial station, stop, shelter, mall, terminal, platform
09000.02 Aerial Station, Stop, Shelter, Mall,
Terminal, Platform
1.00 ea 480,352.53 /ea 480,353
20.02 Aerial station, stop, shelter, mall, terminal, platform
1.00 ea
480,352.53 /ea 480,353
20.07 Elevators (1) & Stairs (2)
14240.01 Elevators and Metal Stairs 1.00 sta 296,538.42 /sta 296,538
20.07 Elevators (1) & Stairs (2)
1.00 sta
296,538.42 /sta 296,538
106.67 Labor hours
26.67 Equipment hours
020 STATIONS, STOPS, TERMINALS, INTERMODAL
6.00 EA
902,958.753/EA 5,417,753
106.67 Labor hours
26.67 Equipment hours
030 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
30.03 Heavy Maintenance Facility - LRT
MOF substation see 50.3/34202.02
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 6
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
01500.01 Project Identification Sign 1,661
01500.05 Construction Fence 32,629
01520.01 Install and Furnish HRT Office 160,118
01520.05 HRT Field Office Maintenance 26,956
01530.01 Temporary Light Rail Vehicle
Shelter
120,088
02317.01 Precast Prestressed Concrete
Driven Piles
1,769,713
03300.90 MOF_Slab On Grade 1,342,222
03300.91 MOF_Pits (Foundation) 107,185
03300.92 MOF_Pits (Walls) 136,176
04210.01 Brick 470,830
04220.01 Concrete Block 764,632
08332.01 Overhead Coiling Door 120,426
09130.01 Acoustic Ceiling 58,785
09250.01 Gypsum Board 81,444
09300.01 Flooring 106,591
09905.01 Painting 142,030
10800.01 Toilet Accesories 14,100
11901.01 Automatic Drive-Thru Vehicle
Wash System
320,235
11910.01 Overhead Crane - 10 ton 213,795
11910.05 Monorail Hoist - 2 ton 40,063
11930.01 Shop Equipment 413,547
13121.01 Pre-Engineered Metal Building 2,042,747
Includes full operational control center; paint and body shop - 5000 sf;
22050.01 Building Plumbing System 261,806
22710.01 Wet Pipe Sprinkler System 273,493
23050.01 Building HVAC System 336,247
Includes cost of heating with natural gas
26050.01 Building Electrical System 912,670
31230.90 Sitework and Yard Piping (MOF) 1,080,793
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 7
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
31240.01 Temporary Silt Fence 9,148
32171.01 Furnish and Install Bollards 31,245
32311.01 6-Foot CL Fence w/ 3-Strand Barb
Wire
219,595
30.03 Heavy Maintenance Facility - LRT
62,400.00 sf
186.073/sf 11,610,969
36,318.402 Labor hours
4,461.014 Equipment hours
30.05 Building and Yard Track
Includes full loop track around building and storage area; 6 tracks through building
39900.08 Asphalt Paving (MOF) 20,840.00 sy 70.922/sy 1,478,011
30.05 Building and Yard Track
1.00 ls
1,478,011.09 /ls 1,478,011
1,899.71 Labor hours
1,517.06 Equipment hours
030 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS
1.00 LS
13,088,979.73 /LS 13,088,980
38,218.11 Labor hours
5,978.071 Equipment hours
040 SITEWORK & SPECIAL CONDITIONS
40.01 Demolition, clearing, Earthwork
02410.01 Demolition - Pavement Removal 42,852.00 sf 5.151/sf 220,724
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 8
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
02410.02 Demolition - Track Removal 64,469.00 tf 14.61 /tf 941,544
02410.03 Demolition - Bridge Removal 304.00 lf 482.723/lf 146,748
31230.01 Clearing 109.40 ac 8,450.35 /ac 924,468
31230.02 Excavation 96,334.00 cy 2.26 /cy 217,644
31230.02a Unsuitable Excavation 63,580.00 cy 28.544/cy 1,814,852
31230.03 Fill 95,114.00 cy 8.37 /cy 795,823
31230.04 Erosion Control 55,862.00 lf 35.034/lf 1,957,053
40.01 Demolition, clearing, Earthwork
1.00 ls
7,018,855.72 /ls 7,018,856
30,553.12 Labor hours
26,462.274 Equipment hours
40.02 Site Utilities, Utility Relocation
26001.02 Relocate Utility Poles (95+00 TO
105+00)
7.00 ea 12,556.514/ea 87,896
26001.03 Relocate Utility Poles (365+00 TO
375+00)
6.00 ea 12,895.873/ea 77,375
26001.04 Relocate Utility Poles (460+00 TO
470+00)
7.00 ea 12,556.513/ea 87,896
26100.01 New, Relocate and Adjust Storm
Drain Lines and Structures
55,862.00 lf 62.24 /lf 3,476,721
26100.08 Reconstruct Culverts 650.00 lf 399.873/lf 259,917
33310.01 Relocate and Adjust Water Utility
Lines and Structures
55,862.00 lf 0.624/lf 34,884
33310.02 Relocate Water Line under MSE
Wall Fill
720.00 lf 772.72 /lf 556,356
33310.04 Relocate and Adjust Sanitary
Sewer Utility Lines and Structures
55,862.00 lf 8.33 /lf 465,113
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 9
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
40.02 Site Utilities, Utility Relocation
1.00 ls
5,046,157.56 /ls 5,046,158
4,821.874 Labor hours
1,621.283 Equipment hours
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water treatments
31230.15 Hazardous Material,
Removal/Mitigation
24,827.00 cy 300.71 /cy 7,465,651
40.03 Haz. mat'l, contam'd soil removal/mitigation, ground water
treatments1.00 ls
7,465,650.64 /ls 7,465,651
4,668.202 Labor hours
4,237.58 Equipment hours
40.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks
31230.20 Environmental Mitigation
(Wetlands)
5.00 ac 1,185,702.182/ac 5,928,511
40.04 Environmental mitigation, e.g. wetlands,
historic/archeologic, parks1.00 ls
5,928,510.91 /ls 5,928,511
40.05 Site structures including retaining walls, sound walls
32322.50 MSE Walls (93+22 TO 99+51 LT) 10,064.00 sf 72.053/sf 725,140
32322.51 MSE Walls (93+22 TO 99+51 RT) 10,064.00 sf 72.053/sf 725,140
32322.52 MSE Walls (100+89 TO 106+30
LT)
8,656.00 sf 72.053/sf 623,690
32322.53 MSE Walls (100+89 TO 106+95
RT)
9,696.00 sf 72.053/sf 698,625
32322.54 MSE Walls (156+65 TO 162+99
LT)
10,128.00 sf 72.053/sf 729,752
32322.55 MSE Walls (156+65 TO 162+99
RT)
10,128.00 sf 72.053/sf 729,752
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 10
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
32322.56 MSE Walls (164+78 TO 171+54
LT)
10,816.00 sf 72.053/sf 779,324
32322.57 MSE Walls (164+78 TO 171+54
RT)
10,816.00 sf 72.053/sf 779,324
32322.58 MSE Walls (271+53 TO 278+39
LT)
10,976.00 sf 72.053/sf 790,852
32322.59 MSE Walls (271+53 TO 278+39
RT)
10,976.00 sf 72.053/sf 790,852
32322.60 MSE Walls (279+89 TO 286+42
LT)
10,464.00 sf 72.053/sf 753,961
32322.61 MSE Walls (279+89 TO 286+42
RT)
10,464.00 sf 72.053/sf 753,961
32322.62 MSE Walls (367+00 TO 374+52
LT)
12,192.00 sf 72.053/sf 878,469
32322.63 MSE Walls (367+00 TO 374+52
RT)
12,192.00 sf 72.053/sf 878,469
32322.64 MSE Walls (375+95 TO 382+29
LT)
10,096.00 sf 72.053/sf 727,446
32322.65 MSE Walls (375+95 TO 382+29
LT)
10,096.00 sf 72.053/sf 727,446
32322.66 MSE Walls (412+90 TO 419+40
LT)
10,400.00 sf 72.053/sf 749,350
32322.67 MSE Walls (412+90 TO 419+40
RT)
10,400.00 sf 72.053/sf 749,350
32322.68 MSE Walls (420+84 TO 427+49
LT)
10,624.00 sf 72.053/sf 765,490
32322.69 MSE Walls (420+84 TO 427+49
RT)
10,624.00 sf 72.053/sf 765,490
40.05 Site structures including retaining walls, sound walls
209,872.00 sf
72.053/sf 15,121,882
40.07 Automobile, bus, van accessways including roads, parking lots
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 11
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
32111.021 Aggregate Base Material, Type 1,
No. 21A (365+00 TO 375+00)
808.00 ton 50.341/ton 40,675
32121.031 Asphalt Concrete Surface Course,
Type SM-9.5A (365+00 TO
375+80)
263.00 ton 92.932/ton 24,441
32121.041 Asphalt Concrete Base Course,
Type BM-25 (365+00 TO 375+00)
658.00 ton 95.174/ton 62,624
32160.11 Curb and Gutter HS-202 (365+00
TO 375+00)
910.00 lf 44.16 /lf 40,186
33310.36 Stormwater Management 3.00 ea 578,855.203/ea 1,736,566
39900.01 Park and Ride (Witchduck Road) 1.00 ea 1,256,438.72 /ea 1,256,439
39900.02 Park and Ride (Independence
Blvd)
1.00 ea 1,398,123.33 /ea 1,398,123
39900.03 Park and Ride (Lynn
Shores/Thalia)
1.00 ea 1,256,438.73 /ea 1,256,439
39900.05 Park and Ride (Lynnhaven Pkwy) 1.00 ea 1,256,438.72 /ea 1,256,439
39900.06 Park and Ride (London Bridge Rd) 1.00 ea 1,256,438.74 /ea 1,256,439
39900.07 Park and Ride (Birdneck) 1.00 ea 1,256,438.73 /ea 1,256,439
39900.09 Bus Transfer Area @ Oceana 1.00 ea 418,812.92 /ea 418,813
40.07 Automobile, bus, van accessways including roads, parking
lots1.00 ls
10,003,622.50 /ls 10,003,623
9,904.81 Labor hours
6,877.97 Equipment hours
040 SITEWORK & SPECIAL CONDITIONS
1.00 LS
50,584,679.170/LS 50,584,679
49,948.00 Labor hours
39,199.103 Equipment hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 12
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
050 SYSTEMS
50.02 Traffic signals and crossing protection
34411.01 Private Signs and Flashing
Signals (S Lowther)
2.00 ea 39,173.94 /ea 78,348
34411.02 Private Signs and Flashing
Signals (Pennsylvanea Ave.)
2.00 ea 39,173.95 /ea 78,348
34411.03 Private Signs and Flashing
Signals (Dorset Ave.)
2.00 ea 39,173.95 /ea 78,348
34411.04 Private Signs and Flashing
Signals (Southern Blvd)
2.00 ea 39,173.94 /ea 78,348
34456.50 Grade Crossing Signals Removal
(Newtown Rd)
2.00 ea 9,777.01 /ea 19,554
34456.51 Grade Crossing Signals Removal
(Princess Anne Rd)
2.00 ea 9,777.01 /ea 19,554
34456.52 Grade Crossing Signals Removal
(Freight Ln)
2.00 ea 9,777.01 /ea 19,554
34456.53 Grade Crossing Signals Removal
(Greenwich Rd)
2.00 ea 9,777.02 /ea 19,554
34456.54 Grade Crossing Signals Removal
(Witchduck Rd)
2.00 ea 9,777.01 /ea 19,554
34456.55 Grade Crossing Signals Removal
(Euclid Rd)
2.00 ea 9,777.02 /ea 19,554
34456.56 Grade Crossing Signals Removal
(Kellam Rd)
2.00 ea 9,777.01 /ea 19,554
34456.57 Grade Crossing Signals Removal
(Independence Blvd)
2.00 ea 9,777.02 /ea 19,554
34456.58 Grade Crossing Signals Removal
(Garrett Dr)
2.00 ea 9,777.02 /ea 19,554
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 13
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
34456.59 Grade Crossing Signals Removal
(Constitution Dr)
2.00 ea 9,777.01 /ea 19,554
34456.60 Grade Crossing Signals Removal
(S Kentucky Ave & N Thalla Rd)
4.00 ea 9,777.02 /ea 39,108
34456.61 Grade Crossing Signals Removal
(Lynn Shores Dr)
2.00 ea 9,777.00 /ea 19,554
34456.62 Grade Crossing Signals Removal
(Rosemont Rd)
2.00 ea 9,777.02 /ea 19,554
34456.63 Grade Crossing Signals Removal
(Plaza Trail)
2.00 ea 9,777.01 /ea 19,554
34456.64 Grade Crossing Signals Removal
(Lynnhaven Rd)
2.00 ea 9,777.02 /ea 19,554
34456.65 Grade Crossing Signals Removal
(Lynnhaven Pkwy)
2.00 ea 9,777.01 /ea 19,554
34456.66 Grade Crossing Signals Removal
(First Colonial Rd)
2.00 ea 9,777.01 /ea 19,554
34456.67 Grade Crossing Signals Removal
(S Oceana Blvd)
2.00 ea 9,777.01 /ea 19,554
34456.68 Grade Crossing Signals Removal
(N Oceana Blvd)
2.00 ea 9,777.01 /ea 19,554
34456.69 Grade Crossing Signals Removal
(Distribution Dr)
2.00 ea 9,777.01 /ea 19,554
34456.70 New Traffic Crossing Signals
(Newtown Rd)
2.00 ea 342,577.45 /ea 685,155
34456.71 New Traffic Crossing Signals
(Princess Anne Rd)
2.00 ea 342,577.44 /ea 685,155
34456.72 New Traffic Crossing Signals
(Freight Ln)
2.00 ea 342,577.45 /ea 685,155
34456.73 New Traffic Crossing Signals
(Greenwich Rd)
2.00 ea 342,577.43 /ea 685,155
34456.74 New Traffic Crossing Signals
(Euclid Rd)
2.00 ea 342,577.45 /ea 685,155
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 14
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
34456.75 New Traffic Crossing Signals
(Kellam Rd)
2.00 ea 342,577.44 /ea 685,155
34456.76 New Traffic Crossing Signals
(Constitution Rd & S Fir Ave)
4.00 ea 342,577.45 /ea 1,370,310
34456.77 New Traffic Crossing Signals (S.
Kentucky Ave & N thalla Rd)
4.00 ea 342,577.45 /ea 1,370,310
34456.78 New Traffic Crossing Signals
(Lynn Shores Dr & N Budding Ave)
4.00 ea 342,577.443/ea 1,370,310
34456.79 New Traffic Crossing Signals
(Plaza Trail)
2.00 ea 342,577.45 /ea 685,155
34456.80 New Traffic Crossing Signals
(Lynnhaven Rd & Air Station Rd)
4.00 ea 342,577.443/ea 1,370,310
34456.81 New Traffic Crossing Signals
(Lynnhaven Pkwy)
2.00 ea 342,577.45 /ea 685,155
34456.82 New Traffic Crossing Signals (S
Oceana Blvd & S Sykes Ave)
4.00 ea 342,577.44 /ea 1,370,310
34456.83 New Traffic Crossing Signals
(First Colonial Rd)
2.00 ea 342,577.45 /ea 685,155
34456.84 New Traffic Crossing Signals
(Distribution Dr)
2.00 ea 342,577.45 /ea 685,155
50.02 Traffic signals and crossing protection
1.00 ls
14,427,123.77 /ls 14,427,124
7,443.334 Labor hours
1,542.67 Equipment hours
050 SYSTEMS
1.00 LS
14,427,123.77 /LS 14,427,124
7,443.334 Labor hours
1,542.67 Equipment hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 15
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
060 ROW, LAND, EXISTING IMPROVEMENTS
60.01 Purchase or lease of real estate
01210.09 Purchase/Lease Real Estate
(93+25 TO 99+75)
01210.10 Purchase/Lease Real Estate
(100+79 TO 104+66)
0.18 ac 326,700.111/ac 58,806
01210.11 Purchase/Lease Real Estate
(156+42 TO 163+00)
0.15 ac 1,089,000.133/ac 163,350
01210.12 Purchase/Lease Real Estate
(164+80 TO 169+00)
0.10 ac 1,089,000.100/ac 108,900
01210.13 Purchase/Lease Real Estate
(170+01 TO 180+07)
0.46 ac 1,089,000.04 /ac 500,940
01210.14 Purchase/Lease Real Estate
(247+00 TO 258+33)
0.52 ac 435,600.02 /ac 226,512
01210.15 Purchase/Lease Real Estate
(273+22 TO 277+56)
0.10 ac 435,600.10 /ac 43,560
01210.16 Purchase/Lease Real Estate
(279+55 TO 284+85)
0.12 ac 435,600.17 /ac 52,272
01210.17 Purchase/Lease Real Estate
(376+25 TO 381+00)
0.67 ac 435,600.03 /ac 291,852
01210.18 Purchase/Lease Real Estate
(365+07 TO 374+70)
0.91 ac 435,600.02 /ac 396,396
01210.19 Purchase/Lease Real Estate
(458+59 TO 470+46)
0.54 ac 438,825.963/ac 236,966
01210.21 Norfolk Southern ROW Acquisition 1.00 ls 40,000,000.010/ls 40,000,000
01210.22 Purchase/Lease Real Estate
(Witchduck Rd Park&
Ride)($7.50/sf)
3.12 ac 326,700.003/ac 1,019,304
01210.23 Purchase/Lease Real Estate
(Independence Park& Ride)
($25.00/sf)
3.12 ac 1,089,000.01 /ac 3,397,680
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 16
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
01210.23 Purchase/Lease Real Estate
(Independence Park& Ride)
($25.00/sf)
3.12 ac 1,089,000.01 /ac 3,397,680
01210.24 Purchase/Lease Real Estate
(Lynn Shores/Thalia Park& Ride)
($10.00/sf)
3.12 ac 435,600.003/ac 1,359,072
01210.25 Purchase/Lease Real Estate
(Lynn Shores Dr Park& Ride)
3.12 ac 0.003/ac 0
01210.26 Purchase/Lease Real Estate
(Lynnhaven Pkwy Park&
Ride)($10.00/sf)
3.12 ac 435,600.01 /ac 1,359,072
01210.27 Purchase/Lease Real Estate
(London Bridge Park&
Ride)($5.00/sf)
3.12 ac 217,800.01 /ac 679,536
01210.28 Purchase/Lease Real Estate
(Birdneck Park& Ride)$5.00/sf)
3.12 ac 217,800.003/ac 679,536
60.01 Purchase or lease of real estate
1.00 ls
50,573,754.290/ls 50,573,754
060 ROW, LAND, EXISTING IMPROVEMENTS
1.00 LS
50,573,754.290/LS 50,573,754
070 VEHICLES
70.04 Bus
39999.01a Articulating Bus Vehicles 12.00 ea 1,200,000.002/ea 14,400,000
39999.01b Feeder Bus Vehicles 33.00 ea 500,000.00 /ea 16,500,000
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 17
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Description Quantity
Total
Unit Cost Amount
70.04 Bus
45.00 ea
686,666.67 /ea 30,900,000
070 VEHICLES
45.00 EA
686,666.67 /EA 30,900,000
06_BRT BUS RAPID TRANSIT ALTERNATIVE
55,862.00 RF
3,461.53 /RF 193,367,898
107,946.623 Labor hours
59,160.25 Equipment hours
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%
HRT- Virginia Beach Transit Extension Page 18A
BRT Alternative 8/16/2013 4:11 PM
Virginia Beach VA HDR-DBI, Inc. Estimate Report
Labor Rate Table - 3rd Qtr2013 Union Alternative Analysis Conceptual Design ESTIMATORS: RLG/NW/SRB/TAS
Equipment Rate Table - 3rd Qtr2013 Bid Item Report ESTIMATE VERSION: BASE_BUS 2013-08-16
City Index - 233-VA-NORFOLK
Partial Totals
Description Amount Totals Hours Rate
Labor 6,692,513 107,946.623 hrs
Material 33,679,070
Subcontract 52,303,194
Equipment 7,448,934
Other 93,244,188
Escalation (None Included)
Subtotal 193,367,899 3,461.528
AACE Classification Accuracy Range
Upper Range +40% Lower Range -20%