L Environmental Impact Statement VIRGINIA BEACH TRANSIT ...bloximages.newyork1.vip.townnews.com/pilotonline...Dra L Environmental Impact Statement VIRGINIA BEACH TRANSIT EXTENSION

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


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.



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.



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


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



& 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


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



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




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


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 &



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.



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


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.



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.



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.



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.



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



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.



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%



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



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.



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


a 2018 is the assumed midpoint of construction year.



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



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


*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.



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


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.



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


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



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Town Center (Independence Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)








10.08 Guideway: Retained cut or fill 3,088 1,081 4,169 4,875



10.11 Track: Ballasted 12,240 3,672 15,912 18,605



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





20.07 Elevators, escalators 1,518 531 2,050 2,396













50.05 Communications 3,835 1,342 5,178 6,054



3.24 120,582 42,348 162,931 $50,287 100% 54% 190,506





70.04 Bus 12 7,886 1,577 9,463 $789 11,363

70.05 Other 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






80.08 Start up 1,809 635 2,444 2,832








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Town Center (Market St. Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)











10.11 Track: Ballasted 12,202 3,661 15,863 18,548






















50.05 Communications 3,824 1,338 5,162 6,035



3.23 120,147 42,198 162,345 $50,262 100% 54% 189,821





70.04 Bus 12 7,886 1,577 9,463 $789 11,363

70.05 Other 0 0




80.02 Engineering 14,418 5,064 19,481 22,571






80.08 Start up 1,802 633 2,435 2,821








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Town Center (Constitution Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)











10.11 Track: Ballasted 13,089 3,927 17,015 19,895



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














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





50.05 Communications 4,108 1,438 5,545 6,484



3.47 122,688 43,071 165,759 $47,769 100% 54% 193,813





70.04 Bus 12 7,886 1,577 9,463 $789 11,363

70.05 Other 0 0




80.02 Engineering 14,723 5,169 19,891 23,046






80.08 Start up 1,840 646 2,486 2,881








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Rosemont (Independence Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)


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







10.10 Track: Embedded 2,576 773 3,349 3,915

10.11 Track: Ballasted 17,822 5,347 23,169 27,090

















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


50.02 Traffic signals and crossing protection 3,354 1,174 4,528 5,295



50.05 Communications 4,491 1,572 6,062 7,089



4.76 167,406 58,897 226,302 $47,542 100% 55% 264,603





70.04 Bus 10 6,571 1,314 7,886 $789 9,469

70.05 Other 0 0




80.02 Engineering 20,089 7,068 27,156 31,463



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








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Rosemont (Market Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)










10.10 Track: Embedded 2,576 773 3,349 3,915

10.11 Track: Ballasted 17,765 5,330 23,095 27,004






















50.05 Communications 4,491 1,572 6,062 7,089



4.76 169,366 59,582 228,948 $48,098 100% 56% 267,697





70.04 Bus 10 6,571 1,314 7,886 $789 9,469

70.05 Other 0 0




80.02 Engineering 20,324 7,150 27,474 31,831






80.08 Start up 2,540 894 3,434 3,979








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Rosemont (Constitution Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)










10.10 Track: Embedded 2,576 773 3,349 3,915

10.11 Track: Ballasted 17,822 5,347 23,169 27,090



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





20.07 Elevators, escalators 0 0 0













50.05 Communications 4,491 1,572 6,062 7,089



4.76 165,487 58,245 223,732 $47,003 100% 55% 261,598





70.04 Bus 10 6,571 1,314 7,886 $789 9,469

70.05 Other 0 0




80.02 Engineering 19,858 6,989 26,848 31,106






80.08 Start up 2,482 874 3,356 3,888








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Oceanfront (Independence Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)


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







10.10 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


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







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


30.03 Heavy Maintenance Facility 23,256 6,977 30,232 35,349


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


40.03 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





50.05 Communications 15,839 5,544 21,382 25,001

50.06 Fare collection system and equipment 3,060 1,071 4,132 4,831


12.18 402,612 138,464 541,076 $44,423 100% 61% 632,651





70.04 Bus 11 7,229 723 7,951 $723 9,548

70.05 Other 0 0




80.02 Engineering 48,313 16,616 64,929 75,227






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%






Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Oceanfront (Market Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)










10.10 Track: Embedded 2,576 773 3,349 3,915

10.11 Track: Ballasted 43,422 13,026 56,448 66,002






















50.05 Communications 15,839 5,544 21,382 25,001



12.18 404,572 139,149 543,721 $44,641 100% 61% 635,745





70.04 Bus 11 7,229 723 7,951 $723 9,548

70.05 Other 0 0




80.02 Engineering 48,549 16,698 65,247 75,594






80.08 Start up 6,069 2,087 8,156 9,449








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Newtown to Oceanfront (Constitution Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)










10.10 Track: Embedded 2,576 773 3,349 3,915

10.11 Track: Ballasted 43,478 13,044 56,522 66,088



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





20.07 Elevators, escalators 0 0 0













50.05 Communications 15,839 5,544 21,382 25,001



12.18 400,855 137,861 538,716 $44,230 100% 61% 629,893





70.04 Bus 11 7,229 723 7,951 $723 9,548

70.05 Other 0 0




80.02 Engineering 48,103 16,543 64,646 74,899






80.08 Start up 6,013 2,068 8,081 9,362








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA LRT - Laskin Road Alternative 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)



10.03 Guideway: At-grade in mixed traffic 3,445 1,206 4,651 5,438







10.10 Track: Embedded 6,075 1,822 7,897 9,234

10.11 Track: Ballasted 41,430 12,429 53,859 62,974




20.02 Aerial station, stop, shelter, mall, terminal, platform 1 2,202 661 2,863 $2,863 3,348





20.07 Elevators, escalators 3,036 1,063 4,099 4,793













50.05 Communications 16,765 5,868 22,633 26,463



12.87 478,052 164,610 642,662 $49,935 100% 60% 751,431





70.04 Bus 11 7,229 723 7,951 $723 9,548

70.05 Other 0 0




80.02 Engineering 57,366 19,753 77,119 89,350






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%






Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA Roadway By Others - Laskin Road Alternative 2013



Contingency(X000)

Base Year Dollars


(X000)



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


40.03 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%




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!


Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA BRT- Newtown to Town Center (West of Independence Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)


10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 0 0







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


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











30.05 Yard and Yard Track 1,476 443 1,919 2,243




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




50.05 Communications 3,840 1,344 5,184 6,061



2.96 100,952 35,022 135,973 $45,937 100% 53% 158,986


70 VEHICLES (number) 19 16,286 3,257 19,543 $1,029 8% 23,46770.01 Light 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



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






80.08 Start up 1,514 525 2,040 2,363








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA BRT- Newtown to Town Center (East of Independence Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)














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













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





50.05 Communications 4,296 1,504 5,800 6,782



3.34 124,023 43,165 167,188 $50,056 100% 56% 195,484


70 VEHICLES (number) 19 16,286 3,257 19,543 $1,029 7% 23,46770.01 Light 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




80.02 Engineering 14,883 5,180 20,063 23,244






80.08 Start up 1,860 647 2,508 2,906








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA BRT - Newtown to Rosemont (Independence Option) 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)














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














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





50.05 Communications 6,386 2,235 8,622 10,081



4.73 161,376 56,727 218,104 $46,111 100% 60% 255,017


70 VEHICLES (number) 17 14,971 2,994 17,966 $1,057 5% 21,57470.01 Light Rail 0 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




80.02 Engineering 19,365 6,807 26,172 30,323






80.08 Start up 2,421 851 3,272 3,790








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA BRT - Newtown to Oceanfront 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)

































50.05 Communications 15,892 5,562 21,454 25,085



12.18 294,083 103,694 397,777 $32,658 100% 61% 465,100





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




80.02 Engineering 35,290 12,443 47,733 55,304






80.08 Start up 4,411 1,555 5,967 6,913








Today's Date

Yr of Base Year $

Yr of Revenue Ops



Virginia Beach Transit Extension Project, Virginia Beach, VA BRT - Laskin Alternative 2013



Contingency(X000)

Base Year Dollars


(X000)



Cost(X000)

Base Year Dollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProject Cost

YOE Dollars Total

(X000)

































50.05 Communications 16,711 5,849 22,560 26,378



12.87 306,449 109,354 415,803 $32,308 100% 58% 486,176





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




80.02 Engineering 36,774 13,122 49,896 57,810






80.08 Start up 4,597 1,640 6,237 7,226








Today's Date

Yr of Base Year $

Yr of Revenue Ops


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


(MATERIALS & LABOR)



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



(MATERIALS & LABOR)



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


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)



(MATERIALS & LABOR)



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


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 ‐$


30.01 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



(MATERIALS & LABOR)



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 ‐$


40.01 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 $1.24 16,529.20$


(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 $16.51 220,078.30$



E. New, relocate, and adjust storm drain

lines and structures; In StreetLF $146.15 ‐$



F. Relocate and adjust water utility lines

and structures; In Street 0 LF $25.22 ‐$



crossings

G. Relocate and Adjust Sanitary Sewer

Utility Lines and Structures; In Street 0 LF $39.26 ‐$



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



(MATERIALS & LABOR)



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



(MATERIALS & LABOR)



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


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



(MATERIALS & LABOR)



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


60.01 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



(MATERIALS & LABOR)



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


this time.

D. Substation Property Acquisition

AC


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


this time.

60.02 RELOCATION OF EXISTING HOUSEHOLDS AND BUSINESSES


West Station Option


(MATERIALS & LABOR)


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 ‐$


Not used

10.07 GUIDEWAY: UNDERGROUND TUNNEL Not used


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$



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


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


(MATERIALS & LABOR)



TOTAL 0 TF ‐$

TF $317.54 ‐$

TOTAL 0 TF ‐$ Includes 115lb CWR, concrete ties, OTM



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$


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;


SUBTOTAL 0 EA ‐$


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





Furnish and Install; Increase cost to accommodate signal conduit; overall cost


Includes 115lb rail, concrete ties, 4 switches, OTM, 10" ballast, diamond

FIXATION TRACK CONSTRUCTION)


West Station Option


(MATERIALS & LABOR)




Not used


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);


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 ‐$


Not used


Not used


Not used

0+00.00 0 STATION $1,518,219.00 $0.00

TOTAL 0 EA ‐$



Not used

30.02 LIGHT MAINTENANCE FACILITY Not used30.03 HEAVY MAINTENANCE FACILITY

TOTAL LS $23,255,645.00 ‐$


TOTAL LS $1,587,379.00 ‐$

30.05 YARD AND TRACKA. Track ‐ Ballast TF $427.97 ‐$


C. No. 8 Turnouts EA $157,533.80 ‐$



Option);




20.07 ELEVATORS, ESCALATORS Furnish and Install;


stop locations; include two separate elevator towers on piles, and stair towers

on piles; elevators and towers shall have glass exterior


West Station Option


(MATERIALS & LABOR)





TOTAL LS ‐$



Pavement Removal SF $5.14‐$ Pavement removal required to construct grade crossing; includes sawcutting,


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



TOTAL LS 99,056.09$ Does not include grading for MOF, see 30.03


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 $123.40 ‐$



C. Relocate and adjust water utility lines and

structures; NS Corridor 1,080 LF $1.24 1,339.20$



crossings

D. Relocate and Adjust Sanitary Sewer Utility

Lines and Structures: NS Corridor263 LF $16.51 4,342.13$



E. New, relocate, and adjust storm drain lines

and structures; In StreetLF $146.15 ‐$



F. Relocate and adjust water utility lines and

structures; In Street LF $25.22 ‐$



crossings

G. Relocate and Adjust Sanitary Sewer Utility

Lines and Structures; In StreetLF $39.26 ‐$




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


West Station Option


(MATERIALS & LABOR)



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


TOTAL LS 59,688.40$


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 $43.78 ‐$


D. Park and Rides

650+00.00 Independence Blvd 1.00 EA $2,454,803.86 2,454,803.86$




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


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


West Station Option


(MATERIALS & LABOR)






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$


EA $9,688.61 ‐$ REMOVE EXISTING CROSS GATE EQUIPMENT AND DISPOSE ‐ TYPICAL

SUBTOTAL 0 ‐$

EA $270,648.16 ‐$

SUBTOTAL 0 ‐$

TOTAL ‐$


TOTAL 1EA



vehicle load




Drilled Shaft Foundations 8 EA $9,939.77 79,518.16$ Average spacing 100' to 150' $8000/ea, 30‐BI043/40‐BI025


Foundation) EA$3,911.67 ‐$


OCS System1,750

LF$38.47

67,322.50$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires,

Contact Wires


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$





Includes gates, flashers, signage; Include additional high mast lighting at each





West Station Option


(MATERIALS & LABOR)



Fiber in Duct Bank 0.14 MI $533,762.18 74,726.71$ 4‐2" conduit; trough adjacent to ballasted track; buried in street



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


TOTAL 1 LS 165,726.71$

TVM 4 EA $149,213.65 596,855.00$

TOTAL LS 596,855.00$



60.01 PURCHASE OR LEASE OF REAL ESTATE

A. Property Acquisition AC ‐$


$25,500,000.00


this time.


AC


this time.


AC


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


70.04 BUS TOTAL EA $657,142.86 ‐$ Feeder bus; Includes spare parts and special events



this time.



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



Independence Option


(MATERIALS & LABOR)


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$


SUBTOTAL 0 LF ‐$

TOTAL 370 LF 169,423.63$


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


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$


Not used


Not used



Embankment 3,600 CY $65.57 236,052.00$



A. Earthwork

HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 independence

Independence Option


(MATERIALS & LABOR)





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$


TOTAL 0 TF ‐$

TF $317.54 ‐$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost


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 $344.083 313,442.41$


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$



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


SUBTOTAL 0 EA ‐$







10.12 TRACK: SPECIAL (NO. 8 TURNOUT)


Independence Option


(MATERIALS & LABOR)





C. Universal Crossover in Embedded TrackEA $642,674.29

‐$



SUBTOTAL 0 EA ‐$


SUBTOTAL 0 EA ‐$

TOTAL LS 679,171.47$


Not used


20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM EA $321,380.80 ‐$


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$


Not used


Not used


Not used

646+00.00 1 STATION $1,518,219.00 1,518,219.00$

TOTAL 1 EA 1,518,219.00$


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




Option);





Independence Option


(MATERIALS & LABOR)





Not used


TOTAL LS $23,255,645.00 ‐$


TOTAL LS $1,587,379.00 ‐$



C. No. 8 Turnouts EA $157,533.80 ‐$



TOTAL LS ‐$






Bridge Removal LF $793.67 ‐$






Cut1,300 LF


TrenchlessLF

SUBTOTAL 1 LS $410,000.00 $410,000.00


lines and structures, NS Corridor LF $123.40 ‐$ Use Chronologically Adjusted Norfolk LRT Unit Prices; Increase utility costs


A. Demolition


Independence Option


(MATERIALS & LABOR)







crossings


Utility Lines and Structures: NS Corridor 548 LF $16.51 9,047.48$








and structures; In Street LF $25.22 ‐$



crossings


Utility Lines and Structures; In Street LF $39.26 ‐$





875+50LS $158,737.93 ‐$

TOTAL LS 674,938.31$

TOTAL 650 CY $298.22 193,843.00$

TOTAL 0 AC $740,520.00 ‐$



TOTAL 1 LS 106,471.20$


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 $94.35 ‐$


21ATon $49.910 ‐$





Independence Option


(MATERIALS & LABOR)



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.






TOTAL LS 2,454,803.86$










TOTAL LS 808,980.68$



SUBTOTAL 0 ‐$

EA $270,648.16 ‐$

SUBTOTAL 0 ‐$

TOTAL ‐$


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





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


Independence Option


(MATERIALS & LABOR)










OCS System3,120

LF$38.47

120,026.40$ OCS ‐ 008/010 ‐ Includes Jumpers, Hangers, Feeders, Messenger Wires, Contact

Wires



TOTAL LS 503,574.93$


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


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 ‐$


$25,500,000.00

‐$ Parcel acquisition will be required, but area and costs are not determined at this

time.


AC


time.


AC


time.

TOTAL LS ‐$

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.



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


Independence Option


(MATERIALS & LABOR)



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



Market Option


(MATERIALS & LABOR)


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$


SUBTOTAL 0 LF ‐$

TOTAL 370 LF 169,380.02$

TF $754.100 ‐$



TOTAL 0 TF ‐$


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$


Not used

10.07 GUIDEWAY: UNDERGROUND TUNNEL Not used



Embankment 3,600 CY $65.57 236,052.00$


638+75.31 to 640+71.65 WB 1,936 SF $35.84 69,381.15$



A. Earthwork

Includes costs for rough grading, excavation, 8" subballast, precast concrete

panels




underdrains

HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 market

Market Option


(MATERIALS & LABOR)



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$



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 $344.083 500,885.06$


bridge level

LRT Over Independence Blvd640+71.65 to 655+27.35 WB 1,455.70 TF $344.08 500,881.62$


bridge level

SUBTOTAL 2,911 TF 1,001,766.69$


SUBTOTAL 0 TF ‐$

TOTAL 741 TF 1,240,972.28$


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 ‐$



C. Universal Crossover in Embedded Track EA $642,674.29 ‐$ Furnish and Install;


SUBTOTAL 0 EA ‐$









Market Option


(MATERIALS & LABOR)




SUBTOTAL 0 EA ‐$

TOTAL LS 679,171.47$


Not used


20.01 AT‐GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM EA $321,380.80 ‐$





TOTAL 0 LF 321,380.80$

652+00.00 1 EA $880,995.47 880,995.47$

TOTAL 1 EA 880,995.47$


Not used


Not used


Not used

652+00.00 1 STATION $1,518,219.00 $1,518,219.00





TOTAL 1 EA 1,518,219.00$



Not used




Option);






Market Option


(MATERIALS & LABOR)



30.03 HEAVY MAINTENANCE FACILITYTOTAL LS $23,255,645.00 ‐$


TOTAL LS $1,587,379.00 ‐$



C. No. 8 Turnouts EA $157,533.80 ‐$



TOTAL LS ‐$





Track

Removal1,850 TF $14.49

26,810.20$


Bridge

RemovalLF $793.67

‐$




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 $123.40 ‐$




structures; NS Corridor 1,850 LF $1.24 2,294.00$



crossings

D. Relocate and Adjust Sanitary Sewer Utility

Lines and Structures: NS Corridor548 LF $16.51 9,047.48$



E. New, relocate, and adjust storm drain lines

and structures; In StreetLF $146.15 ‐$



A. Demolition


Market Option


(MATERIALS & LABOR)




structures; In Street LF $25.22 ‐$



crossings

G. Relocate and Adjust Sanitary Sewer Utility

Lines and Structures; In StreetLF $39.26 ‐$




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 $740,520.00 ‐$



TOTAL 1 LS 149,221.00$



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. Park and Rides





60.01.






A. Asphalt Concrete Surface Course, 5", Type

SM‐9.5A


Market Option


(MATERIALS & LABOR)




TOTAL LS 2,454,803.86$










TOTAL LS 830,980.68$



SUBTOTAL 0 ‐$

EA $270,648.16 ‐$

SUBTOTAL 0 ‐$

TOTAL ‐$


TOTAL 1EA

2,373,678.79$








OCS System4,400

LF$38.47


Contact Wires






Substations are to be connected together, such that if a predetermined


vehicle load





Market Option


(MATERIALS & LABOR)



TOTAL LS 707,259.39$




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


TOTAL 1 LS 414,316.76$

TVM 4 EA $149,213.65 596,855.00$

TOTAL LS 596,855.00$




A. Property Acquisition AC ‐$


$25,500,000.00


this time.


AC


this time.


AC


this time.

TOTAL LS ‐$

TOTAL AC ‐$

70 VEHICLES


vehicle for ATC



70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used


this time.

Two collection machines at each station; 2 TVM per enclosure ($12,000 each);





this time.




Market Option


(MATERIALS & LABOR)



70.07 SPARE PARTS Not used


Constitution Option


(MATERIALS & LABOR)


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$


SUBTOTAL 0 LF ‐$

TOTAL 1,082 LF 570,928.10$


TF $754.100 ‐$ Includes costs for rough grading, excavation, 8" subballast, precast concrete

panels



TOTAL 0 TF ‐$


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$


Not used


Not used




A. Earthwork



underdrains

HRT_VB_LRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 constitution

Constitution Option


(MATERIALS & LABOR)




Embankment 5,200 CY $65.57 340,964.00$


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$



TOTAL 0 TF ‐$

TF $317.54 ‐$ Furnish and Install; Increase cost to accommodate signal conduit; overall cost


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 $344.083 509,986.06$


bridge level

LRT Over Independence Blvd640+71.65 655+61.79 WB 1,490.14 TF $344.08 512,731.84$


bridge level

SUBTOTAL 2,972 TF 1,022,717.90$



SUBTOTAL 0 TF ‐$

TOTAL 2,157 TF 1,719,294.97$











Constitution Option


(MATERIALS & LABOR)



SUBTOTAL 0 EA ‐$





‐$



SUBTOTAL 0 EA ‐$


SUBTOTAL 0 EA ‐$

TOTAL LS 679,171.47$


Not used



661+00.00 2 EA $321,380.80 642,761.60$

Furnish and Install station platform; Town Center Station (Constitution

Option);




TOTAL 2 LF 964,142.40$

EA $880,995.47 ‐$

TOTAL 0 EA ‐$


Not used


Not used


Not used







Constitution Option


(MATERIALS & LABOR)



0+00.00 0 STATION $1,518,219.00 $0.00





TOTAL 0 EA ‐$



Not used



TOTAL LS $23,255,645.00 ‐$


TOTAL LS $1,587,379.00 ‐$

30.05 YARD AND TRACKA. Track ‐ Ballast TF $427.97 ‐$ Does not include turnout lengths


C. No. 8 Turnouts EA $157,533.80 ‐$



TOTAL LS ‐$





Track

Removal2,570 TF $14.49 37,244.44$


Bridge

RemovalLF $793.67

‐$






A. Demolition


Constitution Option


(MATERIALS & LABOR)




Cut2,570 LF


TrenchlessLF

SUBTOTAL 1 LS $800,000.00 $800,000.00


lines and structures, NS Corridor LF $123.40 ‐$







crossings










and structures; In Street LF $25.22 ‐$



crossings







875+50LS $158,737.93 ‐$

TOTAL LS 1,066,513.11$

TOTAL 1,270 CY $298.22 378,739.40$

TOTAL 0 AC $740,520.00 ‐$



TOTAL 1 LS 208,909.40$



40.04 ENVIRONMENTAL MITIGATION

40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT


Constitution Option


(MATERIALS & LABOR)



A. Asphalt Concrete Surface Course, 5", Ton $92.13 ‐$


BM‐25Ton $94.35 ‐$


21ATon $49.910 ‐$



D. Park and Rides





60.01.




include removal of unsuitable materialsE. Milling Asphalt SY $47.02 ‐$ Includes milling of 19th Street Adjacent to track

TOTAL LS 2,454,803.86$










TOTAL LS 861,780.68$



SUBTOTAL 0 ‐$

EA $270,648.16 ‐$

SUBTOTAL 0 ‐$


B. New Grade Crossing Signals Includes gates, flashers, signage; Include additional high mast lighting at each





Constitution Option


(MATERIALS & LABOR)



TOTAL ‐$


TOTAL 1EA



vehicle load








OCS System6,110

LF$38.47


Contact Wires



TOTAL LS 986,768.93$




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


TOTAL 1 LS 580,043.47$

TVM 4 EA $149,213.65 596,855.00$

TOTAL LS 596,855.00$





$25,500,000.00


this time.


AC


this time.


this time.



50.06 FARE COLLECTION SYSTEM AND EQUIPMENT Two collection machines at each station; 2 TVM per enclosure ($12,000 each);




Constitution Option


(MATERIALS & LABOR)




AC


this time.

TOTAL LS ‐$

TOTAL AC ‐$

70 VEHICLES


vehicle for ATC






this time.


Cost Estimate Details LRT Alternative 1B


(MATERIALS & LABOR)


10 GUIDWAY & TRACK ELEMENTS (route miles)



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$



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


(MATERIALS & LABOR)



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$



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$



(MATERIALS & LABOR)




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 $14,846.82 ‐$ Open Deck Bridge, 8851 sq ft, 4 Piers


TOTAL 2,550 LF 30,079,377.92$


Not used


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


Embankment 9,705 CY $65.57 636,356.85$



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 $35.84 ‐$


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


A. Earthwork



(MATERIALS & LABOR)



SF $35.84 ‐$

SF $35.84 ‐$

SF $35.84 ‐$

SF $35.84 ‐$

SF $35.84 ‐$

TOTAL LS 4,241,699.55$



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


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$



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 $322.89 227,310.21$





(MATERIALS & LABOR)



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$



(MATERIALS & LABOR)




bridge level


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


bridge level

0 0 TF $344.08 ‐$ Increase unit cost to accommodate increased effort of transporting ballast to

bridge level


bridge level


bridge level


bridge level

0 0 TF $344.08 ‐$

0 0 TF $344.08 ‐$

SUBTOTAL 4,726 TF 1,626,136.26$



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 $1,243.02 ‐$






(MATERIALS & LABOR)



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$




SUBTOTAL 0 EA ‐$


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$


TrackEA $642,674.29

‐$





(MATERIALS & LABOR)




SUBTOTAL 0 EA ‐$


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


Not used



490+00.00 1 EA $321,380.80 321,380.80$






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)


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.



(MATERIALS & LABOR)




Not used


Not used


Not used

646+00.00 1 STATION $1,518,219.00 $1,518,219.00





TOTAL 1 EA $1,518,219.00



Not used



TOTAL LS $23,255,645.00 ‐$


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 ‐$



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




(INDEPENDENCE)




(MATERIALS & LABOR)





Track

Removal24,075 TF $14.49

348,894.90$


Bridge

Removal111 LF $793.67

88,097.81$ 675+22 to 676+45 Over Waterway = 1320 sf; 876+76 to 878+37 Over


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




Cut5,622 LF


Trenchless452 LF

TOTAL 1 LS $19,817,200.02 $19,817,200.02









crossings






lines and structures; In Street3,040 LF $146.15 444,296.00$




and structures; In Street 3,040 LF $25.22 76,677.92$



crossings


Utility Lines and Structures; In Street 3,040 LF $39.26 119,350.40$



H. Reconstruct culverts 8 EA $254,278.83 2,034,230.66$ Assume 5'x4' box and 65' length; piles every 10'


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 $740,520.00 4,443,120.00$


A. Demolition



(MATERIALS & LABOR)



40.05 SITE STRUCTURES INCLUDING ROW Fence 43,410 LF $40.33 1,750,725.30$ 10.6 miles * 2 sides


TOTAL LS 1,750,725.30$



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


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


Type SM‐9.5A 583+50 TO 587+70

527+50 TO 533+65

606+50 TO 608+50


Type BM‐25


21A



(MATERIALS & LABOR)



Ton $49.91 ‐$

Ton $49.91 ‐$

Ton $49.91 ‐$




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 $43.78 ‐$



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 $1,797,388.08 1,797,388.08$




60.01; Add cost to include removal of unsuitable materials





60.01.





730+00.00 Lynn Shores/Thalia 1.00 EA $1,490,727.49 1,490,727.49$





EA $1,567,418.29 ‐$





EA $1,686,103.51 ‐$




60.01; Add costto include removal of unsuitable materials


TOTAL LS 6,297,349.85$



(MATERIALS & LABOR)




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)




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%



TOTAL LS 14,353,026.16$




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






508+00.00 Freight Ln 1 EA $270,648.16 270,648.16$





(MATERIALS & LABOR)



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 $270,648.16 270,648.16$


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$


MOF EA $2,832,443.42 ‐$ includes one for yard and one for lead

TOTAL 5EA



vehicle load



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 (MOF) EA $9,939.77 ‐$ Project 30 Vol 3 DST ‐ 053 Sht 66


Foundation) 486+00 1 EA$3,911.67 3,911.67$


OCS System58,686

LF$38.47


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 $91,064.29 91,064.29$




(MATERIALS & LABOR)



TOTAL LS 11,309,297.07$




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


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$




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 ‐$


this time.


this time.




A. Property Acquisition



(MATERIALS & LABOR)




AC


this time.

TOTAL 1 LS 25,500,000.00$

TOTAL AC ‐$

70 VEHICLES


vehicle for ATC





this time.



Cost Estimate Details LRT Alternative 2


(MATERIALS & LABOR)





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$



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


(MATERIALS & LABOR)



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$



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$



(MATERIALS & LABOR)










TOTAL 5,502 LF 65,801,367.43$


Not used


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


Embankment 24,790 CY $65.57 1,625,480.30$



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


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


A. Earthwork



(MATERIALS & LABOR)



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$





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


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$



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 $322.89 227,310.21$





(MATERIALS & LABOR)



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$



(MATERIALS & LABOR)




bridge level


bridge level


bridge level


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$



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 $1,243.02 79,553.41$






(MATERIALS & LABOR)



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$


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$


Track1115+57 1 EA $642,674.29

642,674.29$





(MATERIALS & LABOR)





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$


Not used


Not used



490+00.00 1 EA $321,380.80 321,380.80$






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)


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.



(MATERIALS & LABOR)




Not used


Not used


Not used

646+00.00 1 STATION $1,518,219.00 $1,518,219.00





TOTAL 1 EA $1,518,219.00



Not used



TOTAL 1 LS $23,255,645.00 23,255,645.00$


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$





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




(INDEPENDENCE)




(MATERIALS & LABOR)





Track

Removal61,492 TF $14.49

891,142.06$


Bridge

Removal282 LF $793.67

223,816.07$ 675+22 to 676+45 Over Waterway = 1320 sf; 876+76 to 878+37 Over


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




Cut14,360 LF


Trenchless1,155 LF

TOTAL 1 LS $19,817,200.02 $19,817,200.02









crossings






lines and structures; In Street7,764 LF $146.15 1,134,708.60$







crossings







875+501 LS $158,737.93 158,737.93$

TOTAL LS 33,908,189.15$

TOTAL 24,827 CY $298.22 7,403,907.94$


TOTAL 10 AC $740,520.00 7,405,200.00$


A. Demolition



(MATERIALS & LABOR)




Bollard and Chain Along 19th Street 1,950 LF $119.05 232,153.35$

TOTAL LS 4,703,943.75$



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


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 $94.35 115,657.04$



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


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


Type BM‐25


21A

1050+36 TO 1066+21



(MATERIALS & LABOR)



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 $49.91 20,392.86$




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 $43.78 61,292.00$



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 $1,797,388.08 1,797,388.08$









60.01.










850+00.00 Lynnhaven Pkwy 1.00 EA $1,567,418.29 1,567,418.29$





955+00.00 North Oceana 1.00 EA $1,686,103.51 1,686,103.51$




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



(MATERIALS & LABOR)




TOTAL 1 LS $1,763,927.54 $1,763,927.54





factor of 5)




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%



TOTAL LS 37,049,117.04$




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 $9,688.61 9,688.61$


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






508+00.00 Freight Ln 1 EA $270,648.16 270,648.16$





(MATERIALS & LABOR)



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 $270,648.16 270,648.16$


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$


MOF 2 EA $2,832,443.42 5,664,886.84$ includes one for yard and one for lead

TOTAL 15EA



vehicle load


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 (MOF) 1 LS $337,560.95 337,560.95$ MOF Project 30/40 (Time adjusted)


Drilled Shaft Foundations (MOF) 110 EA $9,939.77 1,093,374.70$ Project 30 Vol 3 DST ‐ 053 Sht 66


Foundation) 486+00 1 EA$3,911.67 3,911.67$


OCS System128,514

LF$38.47


Contact Wires

OCS System (MOF)27,255

LF$38.47

1,048,499.85$ OCS ‐ 008/010 ‐ (Same as Above) Includes Jumpers, Hangers, Feeders,



Tapered Tubular Feeder Pole (MOF) 138 EA $3,027.75 417,829.50$ 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 $91,064.29 182,128.58$




(MATERIALS & LABOR)



TOTAL LS 27,150,519.12$


Public Address/Security 13 EA $109,272.941,420,548.25$ Speakers, cameras, and variable message signs; include CAT 5 cable to




TOTAL LS 15,838,771.63$

TVM 14 EA $149,213.65 2,088,991.00$



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$




AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$


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 ‐$


this time.


this time.







(MATERIALS & LABOR)




AC


this time.

TOTAL 1 LS 40,000,000.00$

TOTAL AC ‐$

70 VEHICLES


vehicle for ATC





this time.



Cost Estimate Details LRT Alternative 3 (Laskin Road Roadway)


(MATERIALS & LABOR)




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


(MATERIALS & LABOR)



SUBTOTAL 0 LF ‐$

TOTAL 0 LF ‐$


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 ‐$


0 LF ‐$

0 LF ‐$

0 LF ‐$

0 LF ‐$




(MATERIALS & LABOR)



0 LF ‐$

0 LF ‐$

0 LF ‐$

0 LF ‐$

0 LF ‐$

TOTAL 0 LF ‐$


Not used


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 $65.57 ‐$


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




(MATERIALS & LABOR)



SF $35.84 ‐$

SF $35.84 ‐$

SF $35.84 ‐$

SF $35.84 ‐$

TOTAL LS ‐$



0 TF $412.82 ‐$

0 TF $412.82 ‐$

0 TF $412.82 ‐$

0 TF $412.82 ‐$

TOTAL 0 TF ‐$


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 $322.89 ‐$






(MATERIALS & LABOR)



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 ‐$



(MATERIALS & LABOR)



00 TF $344.083 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


bridge level

00 TF $344.08 ‐$


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 $1,243.02 ‐$






(MATERIALS & LABOR)



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 ‐$




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 ‐$


‐$



SUBTOTAL 0 EA ‐$

10.12 TRACK: SPECIAL (SWITCHES, TURNOUTS)



(MATERIALS & LABOR)




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 ‐$


Not used


Not used




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



SUBTOTAL 0 EA ‐$

EA ‐$ one 19' wide ‐ 90' long platform





SUBTOTAL 0 EA ‐$


SUBTOTAL 0 EA ‐$



(MATERIALS & LABOR)



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 ‐$


Not used


Not used


Not used

STATION $1,518,219.00 ‐$

STATION $1,518,219.00 ‐$

TOTAL 0 EA $0.00



Not used



TOTAL LS $23,255,645.00 ‐$


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


Includes one 23' wide ‐ 270' long concrete center platform, canopy,



TVM







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



(MATERIALS & LABOR)




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 ‐$



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


CutLF


TrenchlessLF

TOTAL 1 LS 3,676,500.00$


lines and structures, NS Corridor LF $123.40 ‐$




and structures; NS Corridor LF $1.24 ‐$



crossings


Utility Lines and Structures: NS Corridor LF $16.51 ‐$




lines and structures; In Street2097+00 to 2192+00 9,500 LF $146.15 1,388,425.00$




and structures; In Street 2097+00 to 2192+00 9,500 LF $25.22 239,618.50$



crossings

A. Demolition



(MATERIALS & LABOR)




Utility Lines and Structures; In Street 2097+00 to 2192+00 9,500 LF $39.26 372,970.00$



H. Reconstruct culverts EA $254,278.83 ‐$ Assume 5'x4' box and 65' length; piles every 10'


875+50LS $158,737.93 ‐$

TOTAL LS 5,677,513.50$

TOTAL CY $298.22 ‐$


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$



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 $94.35 ‐$


Type SM‐9.5A


BM‐25

40.04 ENVIRONMENTAL MITIGATION

40.03 HAZ. MAT'L., CONTAM'D SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENT



(MATERIALS & LABOR)



0 Ton $94.35 ‐$


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 $49.91 ‐$


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 ‐$





EA ‐$




60.01.





EA ‐$





EA ‐$






21A



(MATERIALS & LABOR)



EA ‐$





EA ‐$





SUBTOTAL 0 EA ‐$

E. Milling Asphalt SY $47.02 ‐$

TOTAL LS 175,258.10$


TOTAL 1 LS $1,763,927.54 $1,763,927.54





factor of 5)


Interlocking Signals EA $500,000.00 ‐$


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'


TOTAL LS ‐$


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 $9,688.61 ‐$




(MATERIALS & LABOR)



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


vehicle load









(MATERIALS & LABOR)



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




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,


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


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


TOTAL LS ‐$

TVM EA $149,213.65 ‐$



enclosure ‐ 2 enclosures total ($12,000 each); Include CAT 5 cable from TVM's


including the cable

TVM at PNR EA $161,912.68 ‐$

TOTAL LS ‐$




AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$




this time.




(MATERIALS & LABOR)



AC ‐$

AC ‐$

AC ‐$

AC ‐$



this time.

AC

‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$


AC


this time.

TOTAL 1 LS ‐$

TOTAL AC ‐$

70 VEHICLES


vehicle for ATC






this time.

C. Property Acquisition (Park and Rides) Parcel acquisition will be required, but area and costs are not determined at

this time.


Cost Estimate Details LRT Alternative 3 (Transit Components)


(MATERIALS & LABOR)




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$



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


(MATERIALS & LABOR)



SUBTOTAL 14,093 LF 844,777.00$

TOTAL 47,257 LF 28,433,598.55$



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$


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




(MATERIALS & LABOR)



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$


Not used


Not used

Unsuitable Excavation 68,000 CY $34.75 2,363,000.00$ Track alignment Assume 24" depth


Embankment 28,000 CY $65.57 1,835,960.00$



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 $35.84 99,931.98$


A. Earthwork



(MATERIALS & LABOR)



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$



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$



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 $322.89 369,828.73$






(MATERIALS & LABOR)



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$



(MATERIALS & LABOR)



Witchduck578+27.00 to 587+00.00 873 TF $344.083 300,384.46$


bridge level

Witchduck578+27.00 to 587+00.00 873 TF $344.08 300,384.46$


bridge level

Independence640+70.00 to 655+60.00 1,490 TF $344.08 512,683.67$


bridge level

Independence640+70.00 to 655+60.00 1,490 TF $344.08 512,683.67$


bridge level

Rosemont757+88.00 to 766+11.00 823 TF $344.08 283,180.31$


bridge level

Rosemont757+88.00 to 766+11.00 823 TF $344.08 283,180.31$


bridge level

Lynnhaven Parkway853+35.00 to 861+91.00 856 TF $344.08 294,535.05$


bridge level

Lynnhaven Parkway853+35.00 to 861+91.00 856 TF $344.08 294,535.05$


bridge level

Laskin Viaduct2015+55.00 to 2052+47.00 3,692 TF $344.08 1,270,354.44$


bridge level

Laskin Viaduct2015+55.00 to 2052+47.00 3,692 TF $344.08 1,270,354.44$


bridge level

First Colonial2108+19.00 to 2115+74.00 755 TF $344.08 259,782.67$


bridge level

First Colonial2108+19.00 to 2115+74.00 755 TF $344.08 259,782.67$


bridge level

SUBTOTAL 16,978 TF 5,841,841.17$



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 $1,243.02 86,066.84$






(MATERIALS & LABOR)



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 $642,674.29 642,674.29$




10.12 TRACK: SPECIAL (SWITCHES, TURNOUTS)



(MATERIALS & LABOR)



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 $336,949.00 336,949.00$


TOTAL LS 7,007,681.45$


Not used


Not used




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


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




(MATERIALS & LABOR)



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 $880,995.47 880,995.47$


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$


Not used


Not used


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



Not used



TOTAL 1 LS $23,255,645.00 23,255,645.00$



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 ‐ 200' long concrete center platform, canopy,



TVM


Includes one 23' wide ‐ 270' long concrete center platform, canopy,



TVM








(MATERIALS & LABOR)




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$



Pavement Removal 919,795 SF $5.144,728,666.10$ Pavement removal required to construct grade crossing; includes sawcutting,



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


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 $458.00 389,300.00$



CutNS 11,000 LF $898.00 9,878,000.00$


TrenchlessNS 900 LF $754.00 678,600.00$

TOTAL 1 LS $20,388,700.00









crossings






lines and structures; In Street28,283 LF $146.15 4,133,560.45$



A. Demolition



(MATERIALS & LABOR)







crossings


Utility Lines and Structures; In Street 28,283 LF $39.26 1,110,390.58$





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 $298.22 7,403,907.94$


TOTAL 10 AC $740,520.00 7,405,200.00$


Bollard and Chain Along 19th Street 3,665 LF $119.05 436,329.25$

TOTAL LS 3,634,724.09$



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 $94.35 3,294.16$


BM‐25

852+95 TO 857+15


857+40 TO 861+60

583+50 TO 587+70

527+50 TO 533+65

606+50 TO 608+50

689+50

695+50


Type SM‐9.5A



(MATERIALS & LABOR)



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 $94.35 1,086,604.74$


228Ton $94.35 21,548.01$

Birdneck and 19th St 2191+80 to 2260+90 10610 Ton $94.35 1,001,090.82$



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 $49.91 191,592.10$


76Ton $49.91 3,799.38$

Birdneck and 19th St 2191+80 to 2260+90 3537 Ton $49.91 176,514.13$



34Ton $49.91 1,715.18$

SUBTOTAL 8,261 Ton 412,293.79$


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 $1,797,388.08 1,797,388.08$






21A



(MATERIALS & LABOR)







60.01.















2015+00.00 Great Neck 1.00 EA $2,398,149.98 2,398,149.98$





2145+00.00 Hilltop East 1.00 EA $1,880,901.95 1,880,901.95$





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$


TOTAL 1 LS $1,763,927.54 $1,763,927.54





factor of 5)




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%



TOTAL LS 31,704,897.72$



(MATERIALS & LABOR)






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 $9,688.61 9,688.61$


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 $270,648.16 270,648.16$


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 $270,648.16 270,648.16$


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 $811,944.48 811,944.48$








(MATERIALS & LABOR)



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



vehicle load


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 (MOF) 1 LS $337,560.95 337,560.95$ MOF Project 30/40 (Time adjusted)


Drilled Shaft Foundations (MOF) 110 EA $9,939.77 1,093,374.70$ Project 30 Vol 3 DST ‐ 053 Sht 66


Foundation) 486+00 1 EA$3,911.67 3,911.67$


OCS System135,800

LF$38.47


Contact Wires

OCS System (MOF)27,255

LF$38.47

1,048,499.85$ OCS ‐ 008/010 ‐ (Same as Above) Includes Jumpers, Hangers, Feeders,



Tapered Tubular Feeder Pole (MOF) 138 EA $3,027.75 417,829.50$ 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$


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



TOTAL LS 16,764,840.48$

TVM 17 EA $149,213.65 2,536,632.00$



enclosure ‐ 2 enclosures total ($12,000 each); Include CAT 5 cable from TVM's


including the cable






(MATERIALS & LABOR)



TVM at PNR 6 EA $161,912.68 971,476.00$

TOTAL LS 3,508,108.00$




AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

B. Norfolk Southern ROW Acquisition1.00 LS $40,000,000.00 40,000,000.00$


this time.

AC

‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$


AC


this time.

TOTAL 1 LS 40,000,000.00$

TOTAL AC ‐$

70 VEHICLES


vehicle for ATC



70.05 OTHER Not used70.06 NON‐REVENUE VEHICLES Not used


this time.


this time.


this time.






(MATERIALS & LABOR)



70.07 SPARE PARTS Not used


Cost Estimate Details LRT Alternative Timberline Report

HRT- Virginia Beach Transit Extension Page 1

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

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%







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


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










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


1.00 ls

7,851,581.60 /ls 7,851,582


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










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


1.00 LS

148,073,491.870/LS 148,073,492












Total

Unit Cost Amount


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



1.00 ea 516,955.34 /ea 516,955

09001.01 Operator Relief Facility 1.00 ea 159,063.19 /ea 159,063


12.00 ea

349,204.663/ea 4,190,456

20.02 Aerial station, stop, shelter, mall, terminal, platform



1.00 ea 870,155.14 /ea 870,155


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


13.00 EA

422,746.762/EA 5,495,708

710.621 Labor hours










Total

Unit Cost Amount


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










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



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










Total

Unit Cost Amount

39900.08 Asphalt Paving (MOF) 10,000.00 sy 70.48 /sy 704,753


1.00 ls

12,843,504.95 /ls 12,843,505

911.57 Labor hours



1.00 LS

31,731,183.690/LS 31,731,184




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


1.00 ls

4,542,657.30 /ls 4,542,657



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










Total

Unit Cost Amount


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


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


1.00 ls

8,399,846.15 /ls 8,399,846



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



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










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



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










Total

Unit Cost Amount


1.00 LS

32,166,576.460/LS 32,166,576



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


1.00 ls

2,715,135.13 /ls 2,715,135



50.03 Traction power supply: substations










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










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



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










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




HRT- Virginia Beach Transit Extension Page 15A






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



Cost Estimate Details Town Center Station Option Comparison


(MATERIALS & LABOR)


TOWN CENTER OVER MARKET OPTION

Remove aerial station at Independence Blvd; add aerial station at Market St


‐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


20.01 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


remove aerial station at Independence Blvd


LIGHT RAIL TRANSIT (LRT) ALTERNATIVE ‐ TOWN CENTER OPTIONS



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


(MATERIALS & LABOR)



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


Not used


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$


Not used


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


(MATERIALS & LABOR)



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$


Not used


Not used


Not used

10.12 TRACK: SPECIAL (NO. 8 TURNOUT)Not used


Not used


Not used




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



(MATERIALS & LABOR)



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 ‐$


Not used


Not used


Not used

STATION $1,528,709.33 $0.00

TOTAL 0 EA $0.00



Not used


TOTAL 1 LS $18,379,573.00 18,379,573.00$


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



Includes two 100'x12' platforms including


system: does not include

elevators/escalators (see 20.07)


includes 5 ft by 5 ft bath room building at

end of line station


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



(MATERIALS & LABOR)



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


Relocate Poles Adjust utility cost based on new information

SUBTOTAL 1 LS $11,400,000.00 $11,400,000.00



Use Chronologically Adjusted Norfolk LRT

Unit Prices; Increase utility costs (double) ‐

TIDE was too low


structures; NS Corridor

14,500 LF $1.25 18,125.00$



TIDE was too low; Increase unit cost to

accommodate 8' depth at crossings





TIDE was too low


lines and structures; In Street 0 LF $147.53 ‐$



TIDE was too low


structures; In Street

0 LF $25.40 ‐$









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'



(MATERIALS & LABOR)



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 $256,055.40 256,055.40$


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$


40.07 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 $0.00 ‐$



BM‐25



(MATERIALS & LABOR)



BASE

125+00 725 LF $0.00 ‐$


D. Park and Rides 105+00 Witchduck 1.00 EA $1,809,674.09 1,809,674.09$


F. Transit Center EA $3,600,000.00 ‐$

TOTAL LS 2,154,523.93$


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$


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$


Not used

50.04 TRACTION POWER DISTRIBUTION: CATENARY Not used



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



(MATERIALS & LABOR)



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$





LS $25,500,000.00 ‐$

Parcel acquisition will be required, but area

and costs are not determined at this time.


AC

‐$ Parcel acquisition will be required, but area



AC



TOTAL LS ‐$






(MATERIALS & LABOR)



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






(MATERIALS & LABOR)




2 ‐ 20' roadways


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


Total 505,779


Not used


Not used

10.04 GUIDEWAY: AERIAL STRUCTURE ‐ LF $14,889.06 ‐$

TOTAL 0 LF ‐$


Not used


Not used


BRT with Walls 0 LF $895.19 ‐$ median barrier

0 LF $895.19 ‐$ 2 ‐ walls

0 LF $895.19 ‐$ 2 ‐ barriers on walls


WEST OPTION

HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 west


(MATERIALS & LABOR)



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$


Not used


Not used


Not used



Not used


Not used






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



(MATERIALS & LABOR)



WEST OPTION

TOTAL 2 LF 971,001.86$


EA $1,774,526.80 ‐$

TOTAL 0 EA ‐$


Not used


Not used


Not used

STATION $1,528,709.33 $0.00







exterior

TOTAL 0 EA $0.00



Not used


TOTAL LS $18,379,573.00 ‐$


TOTAL ls $3,197,346.00 ‐$

30.05 YARD AND TRACK ls $1,475,803.00 ‐$









(MATERIALS & LABOR)



WEST OPTION

40 SITEWORK & SPECIAL CONDITIONS40.01 DEMOLITION, CLEARING, EARTHWORK


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$




SUBTOTAL 1 LS $480,000.00 $480,000.00


lines and structures, NS Corridor 620 LF $124.28 77,054.22$



TIDE was too low



620 LF $1.25 775.00$









TIDE was too low


lines and structures; In Street LF $147.53 ‐$



TIDE was too low



LF $25.40 ‐$







(MATERIALS & LABOR)



WEST OPTION





TIDE was too low



10'


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$




BM‐25Ton $105.49 ‐$

Ton $50.262 ‐$




C. Aggregate Base Material, Type 1, No. 21A




(MATERIALS & LABOR)



WEST OPTION

D. Park and Rides 168+00.00 Independence 1.00 EA $2,471,457.35 2,471,457.35$


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$




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 ‐$


EA $19,527.10‐$ REMOVE EXISTING CROSS GATE EQUIPMENT


‐$

SUBTOTAL 0 ‐$

B. New Grade Crossing Signals EA $1,432,356.90 ‐$


Includes traffic signal, signage; Include




(MATERIALS & LABOR)



WEST OPTION

SUBTOTAL 0 ‐$

TOTAL ‐$


Not used


Comm 0.11 MI $650,000.0074,370.83$ 4‐2" conduit; trough adjacent to ballasted


Ductbank 0.11 MI $537,293.98

61,475.39$ Speakers, cameras, and variable message


station stop in VB





TOTAL LS 245,908.69$

TVM 4 LS $150,275.24 601,101.00$









TVM at PNR LS $163,064.63 ‐$ Two per PNR

TOTAL LS 601,101.00$









(MATERIALS & LABOR)



WEST OPTION




LS $25,500,000.00 ‐$




AC




AC



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









(MATERIALS & LABOR)




175+84.91 180+34.13 449.22 LF $909.87 408,733.60$ 2 ‐ 20' roadways


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


Not used


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$


Not used


Not used


BRT with Walls $895.19 ‐$ median barrier

156+17.95 159+27.95 310 LF $895.19 277,508.90$ 2 ‐ barriers on walls


EAST OPTION

HRT_VB_BRT‐Town‐Center_Cost Estimate_2014‐07‐18.xlsx 1 of 8 east


(MATERIALS & LABOR)



EAST OPTION

173+19.73 175+84.91 265 LF $895.19 237,386.48$ 2 ‐ 20' roadways

SUBTOTAL 575 LF 514,895.38$


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$


Not used


Not used


Not used



Not used


Not used






system.



(MATERIALS & LABOR)



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$


Not used


Not used


Not used

164+00.00 Independence 1 STATION $1,528,709.33 $1,528,709.33

TOTAL 1 EA $1,528,709.33



Not used


TOTAL LS $18,379,573.00 ‐$


TOTAL ls $3,197,346.00 ‐$












exterior



(MATERIALS & LABOR)



EAST OPTION

30.05 YARD AND TRACK ls $1,475,803.00 ‐$ 40 SITEWORK & SPECIAL CONDITIONS



Track

Removal3,100 TF $14.58

45,210.40$

Bridge

RemovalLF $799.32

‐$

Clearing 5.50 ACRES $8,438.24 46,410.33$


TOTAL LS231,455.73$




SUBTOTAL 1 LS $2,100,000.00 $2,100,000.00


lines and structures, NS Corridor 2,700 LF $124.28 335,558.70$



TIDE was too low



2,700 LF $1.25 3,375.00$









TIDE was too low


lines and structures; In Street 0 LF $147.53 ‐$



TIDE was too low



(MATERIALS & LABOR)



EAST OPTION



0 LF $25.40 ‐$









TIDE was too low



10'


875+50LS $71,450.00 ‐$

TOTAL LS 2,739,890.10$

TOTAL 1,180 CY $300.26 354,306.80$


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$




BM‐25Ton $105.49 ‐$




(MATERIALS & LABOR)



EAST OPTION

C. Aggregate Base Material, Type 1, No. 21A Ton $50.262 ‐$



D. Park and Rides 168+00.00 Independence 1.00 EA $2,471,457.35 2,471,457.35$


F. Transit Center EA $3,600,000.00 ‐$

TOTAL LS 2,471,457.35$





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 ‐$


EA $1,432,356.90

‐$

SUBTOTAL 0 ‐$

TOTAL ‐$


Includes traffic signal, signage; Include






REMOVE EXISTING CROSS GATE EQUIPMENT




(MATERIALS & LABOR)



EAST OPTION


Not used


Comm 0.50 MI $650,000.00324,277.37$ 4‐2" conduit; trough adjacent to ballasted


Ductbank 0.50 MI $537,293.98

268,049.66$ Speakers, cameras, and variable message


station stop in VB





TOTAL LS 702,389.50$

TVM 4 LS $150,275.24 601,101.00$









TVM at PNR LS $163,064.63 ‐$ Two per PNR

TOTAL LS 601,101.00$










(MATERIALS & LABOR)



EAST OPTION


LS $25,500,000.00 ‐$




AC




AC



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






Cost Estimate Details BRT Alternative 1B


(MATERIALS & LABOR)




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 $95.17 2,234,209.65$



21A10+00 TO 260+00 28,810 Ton $50.34 1,450,324.21$


21A Shoulders10+00 TO 260+00 873 Ton $50.34 43,947.69$


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$


Not Used


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)


(MATERIALS & LABOR)


LF $11,750.96 ‐$

LF $8,916.69 ‐$

TOTAL 2,550 LF 30,738,376.33$


Not used


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$


Not used


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$


Not used


Not used


Not used


At aerial station stop locations

TOTAL 1 EA $296,538.42 296,538.42$ per station



Not used


Includes two side platforms; does not include elevators/escalators (see

20.07)

Not used

Not used

Not used


Includes two side platforms


Not used10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)10.10 TRACK: EMBEDDED (GRADE CROSSING PANEL PRECAST FULL DEPTH MODULAR PANEL ON GRADE)



10.12 TRACK: SPECIAL (NO. 8 CROSSOVER AND NO 8 TURNOUT)


(MATERIALS & LABOR)



30.03 HEAVY MAINTENANCE FACILITY LS $13,088,980.00 ‐$


Not used

30.05 YARD AND TRACK Not used



Pavement Removal 19,172 SF $5.1598,754.97$ Pavement removal required to construct grade crossing; includes

sawcutting


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


TOTAL LS 3,140,914.03$


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


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


(MATERIALS & LABOR)


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 $92.93 ‐$



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$


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


(MATERIALS & LABOR)



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 $342,577.45 685,154.90$


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


A. Grade Crossing Signals to be

Removed

B. Traffic Signals to be installed

Not used


(MATERIALS & LABOR)



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$


Not usedEQUIPMENT



Cost Estimate Details BRT Alternative 2


(MATERIALS & LABOR)




Not used

A. Asphalt Concrete Surface Course,

Type SM‐9.5A10+00 TO 568+80 20,987 Ton $92.93 1,950,363.88$


A1. Asphalt Concrete Surface Course,

Type SM‐9.5Amilling 1899.00 Ton $92.93 176,477.87$


BM‐2510+00 TO 568+80 52,470 Ton $95.17 4,993,779.78$



21A10+00 TO 568+80 64,393 Ton $50.34 3,241,608.01$


21A Shoulders10+00 TO 568+80 1,952 Ton $50.34 98,265.63$


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$


Not Used


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)


(MATERIALS & LABOR)


Waterway 320 LF $11,750.96 3,760,307.20$

TOTAL 4,549 LF 52,244,072.91$


Not used


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$


Not used


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$


Not used


Not used


Not used


At aerial station stop locations

TOTAL 1 EA $296,538.42 296,538.42$ per station



Not used


Includes two side platforms; does not include elevators/escalators (see

20.07)

Not used

Not used

Not used


Includes two side platforms


Not used10.09 TRACK: DIRECT FIXATION (DIRECT FIXATION TRACK CONSTRUCTION)10.10 TRACK: EMBEDDED (GRADE CROSSING PANEL PRECAST FULL DEPTH MODULAR PANEL ON GRADE)



10.12 TRACK: SPECIAL (NO. 8 CROSSOVER AND NO 8 TURNOUT)


(MATERIALS & LABOR)



30.03 HEAVY MAINTENANCE FACILITY 1 LS $13,088,980.00 13,088,980.00$


Not used

30.05 YARD AND TRACK Not used



Pavement Removal 42,852 SF $5.15220,730.65$ Pavement removal required to construct grade crossing; includes

sawcutting


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$


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


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


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


(MATERIALS & LABOR)


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 $92.93 24,441.12$



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$


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


(MATERIALS & LABOR)


50.01 TRAIN CONTROL AND SIGNALS Not used50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION

NEWTOWN 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 $342,577.45 685,154.90$


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


A. Grade Crossing Signals to be

Removed

B. Traffic Signals to be installed

Not used


(MATERIALS & LABOR)



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 $686,666.67 30,900,000.15$


Not used50.06 FARE COLLECTION SYSTEM AND EQUIPMENT



Cost Estimate Details BRT Alternative 3


(MATERIALS & LABOR)




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


(MATERIALS & LABOR)



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


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


Not used


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$



(MATERIALS & LABOR)




Not used


Not used


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$


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 $36.07 ‐$



(MATERIALS & LABOR)



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$


Not used


Not used


Not used



Not used


Not used






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



(MATERIALS & LABOR)



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$


Not used


Not used


Not used

164+00.00 Independence 1 STATION $1,528,709.33 $1,528,709.33







exterior

TOTAL 1 EA $1,528,709.33



Not used


TOTAL 1 LS $18,379,573.00 18,379,573.00$


TOTAL 1 ls $3,197,346.00 3,197,346.00$

30.05 YARD AND TRACK 1 ls $1,475,803.00 1,475,803.00$









(MATERIALS & LABOR)



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$



A1. Relocate Distribution Line ‐ OHNS 11,800 LF $387.00 4,566,600.00$

Adjust utility cost based on new information


Transmission ‐ OH 2073+50 to 2082+00 850 LF $458.00 389,300.00$



CutNS 11,000 LF $898.00 9,878,000.00$


TrenchlessNS 900 LF $754.00 678,600.00$

TOTAL 1 LS $20,388,700.00





TIDE was too low



38,800 LF $1.25 48,500.00$









TIDE was too low



(MATERIALS & LABOR)




lines and structures; In Street 19,700 LF $147.53 2,906,380.40$



TIDE was too low



19,700 LF $25.40 500,439.10$









TIDE was too low

H. Reconstruct culverts 14 EA $256,055.40 3,584,775.60$


10'


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 $300.26 7,454,555.02$


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$



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 $103.25 3,003.95$



Type SM‐9.5A



(MATERIALS & LABOR)



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$


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 $44.09 ‐$


BM‐25

C. Aggregate Base Material, Type 1, No. 21A



(MATERIALS & LABOR)



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 $1,500,957.10 1,500,957.10$


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$


TOTAL LS 15,557,397.43$


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)


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$



(MATERIALS & LABOR)



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


‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

‐$

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 $1,432,356.90 1,432,356.90$


B. New Grade Crossing Signals Includes traffic signal, signage; Include








(MATERIALS & LABOR)



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$


Not used


Comm 12.87 MI $650,000.00 8,365,500.00$ 4‐2" conduit; trough adjacent to ballasted


Ductbank 12.87 MI $537,293.98 6,914,973.54$

Speakers, cameras, and variable message


station stop in VB

Public Address 13.00 EA $110,062.47 1,430,812.14$

To Serve OCC, servers and TVM's; include



TOTAL LS 16,711,285.67$

At stations 15 EA $150,275.24 2,254,129.00$









At Park and Rides 6 EA $163,064.63 978,388.00$

TOTAL EA 3,232,517.00$






(MATERIALS & LABOR)





AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$


1.00 LS $40,000,000.00 40,000,000.00$



AC

‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$

AC ‐$


AC



TOTAL LS 40,000,000.00$

TOTAL AC ‐$

70 VEHICLES

70.01 LIGHT RAIL TOTAL EA $4,368,421.05 ‐$ Not used













(MATERIALS & LABOR)



70.04 BUS TOTAL 45 EA $657,143.00 29,571,435.00$ Feeder bus; Includes spare parts and special

events



Cost Estimate Details BRT Alternative Timberline Report


BRT Alternative 8/16/2013 4:11 PM


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


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










Total

Unit Cost Amount

06_BRT BUS RAPID TRANSIT ALTERNATIVE




No. 21A (10+00 TO 568+80)

69,116.00 ton 50.341/ton 3,479,365


No. 21A Shoulders (10+00 TO

568+80)

2,096.00 ton 50.341/ton 105,515


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


Type SM-9.5A (10+00 TO 568+80)

22,526.00 ton 92.932/ton 2,093,391


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


TO 20+00)

247.00 lf 44.16 /lf 10,908


TO 25+00)

270.00 lf 44.16 /lf 11,923


TO 46+00)

2,094.00 lf 44.16 /lf 92,472


TO 93+00)

147.00 lf 44.16 /lf 6,492










Total

Unit Cost Amount


TO 93+00)

147.00 lf 44.16 /lf 6,492


TO 113+00)

474.00 lf 44.16 /lf 20,932


TO 113+50)

23.00 lf 44.16 /lf 1,016


TO 306+00)

400.00 lf 44.16 /lf 17,664


TO 360+50)

156.00 lf 44.16 /lf 6,889


TO 375+00)

120.00 lf 44.16 /lf 5,299


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


34711.04 Guard Rail (25+50 TO 46+00) 2,094.00 lf 60.481/lf 126,648


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


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










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


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


84,797.00 cy

54.533/cy 4,624,238




55,862.00 LF

507.96 /LF 28,375,609






Mall, Terminal, Platform

6.50 ea 713,978.703/ea 4,640,862










Total

Unit Cost Amount


Mall, Terminal, Platform

6.50 ea 713,978.703/ea 4,640,862


6.00 ea

773,476.93 /ea 4,640,862


09000.02 Aerial Station, Stop, Shelter, Mall,

Terminal, Platform

1.00 ea 480,352.53 /ea 480,353


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



6.00 EA

902,958.753/EA 5,417,753

106.67 Labor hours



30.03 Heavy Maintenance Facility - LRT

MOF substation see 50.3/34202.02










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










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




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


1.00 ls

1,478,011.09 /ls 1,478,011




1.00 LS

13,088,979.73 /LS 13,088,980





02410.01 Demolition - Pavement Removal 42,852.00 sf 5.151/sf 220,724










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


1.00 ls

7,018,855.72 /ls 7,018,856




26001.02 Relocate Utility Poles (95+00 TO

105+00)

7.00 ea 12,556.514/ea 87,896


375+00)

6.00 ea 12,895.873/ea 77,375


470+00)

7.00 ea 12,556.513/ea 87,896


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


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










Total

Unit Cost Amount


1.00 ls

5,046,157.56 /ls 5,046,158



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



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










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










Total

Unit Cost Amount


No. 21A (365+00 TO 375+00)

808.00 ton 50.341/ton 40,675


Type SM-9.5A (365+00 TO

375+80)

263.00 ton 92.932/ton 24,441


Type BM-25 (365+00 TO 375+00)

658.00 ton 95.174/ton 62,624


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




1.00 LS

50,584,679.170/LS 50,584,679












Total

Unit Cost Amount

050 SYSTEMS


34411.01 Private Signs and Flashing

Signals (S Lowther)

2.00 ea 39,173.94 /ea 78,348


Signals (Pennsylvanea Ave.)

2.00 ea 39,173.95 /ea 78,348


Signals (Dorset Ave.)

2.00 ea 39,173.95 /ea 78,348


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


(Princess Anne Rd)

2.00 ea 9,777.01 /ea 19,554


(Freight Ln)

2.00 ea 9,777.01 /ea 19,554


(Greenwich Rd)

2.00 ea 9,777.02 /ea 19,554


(Witchduck Rd)

2.00 ea 9,777.01 /ea 19,554


(Euclid Rd)

2.00 ea 9,777.02 /ea 19,554


(Kellam Rd)

2.00 ea 9,777.01 /ea 19,554


(Independence Blvd)

2.00 ea 9,777.02 /ea 19,554


(Garrett Dr)

2.00 ea 9,777.02 /ea 19,554










Total

Unit Cost Amount


(Constitution Dr)

2.00 ea 9,777.01 /ea 19,554


(S Kentucky Ave & N Thalla Rd)

4.00 ea 9,777.02 /ea 39,108


(Lynn Shores Dr)

2.00 ea 9,777.00 /ea 19,554


(Rosemont Rd)

2.00 ea 9,777.02 /ea 19,554


(Plaza Trail)

2.00 ea 9,777.01 /ea 19,554


(Lynnhaven Rd)

2.00 ea 9,777.02 /ea 19,554


(Lynnhaven Pkwy)

2.00 ea 9,777.01 /ea 19,554


(First Colonial Rd)

2.00 ea 9,777.01 /ea 19,554


(S Oceana Blvd)

2.00 ea 9,777.01 /ea 19,554


(N Oceana Blvd)

2.00 ea 9,777.01 /ea 19,554


(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


(Princess Anne Rd)

2.00 ea 342,577.44 /ea 685,155


(Freight Ln)

2.00 ea 342,577.45 /ea 685,155


(Greenwich Rd)

2.00 ea 342,577.43 /ea 685,155


(Euclid Rd)

2.00 ea 342,577.45 /ea 685,155










Total

Unit Cost Amount


(Kellam Rd)

2.00 ea 342,577.44 /ea 685,155


(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


(Lynn Shores Dr & N Budding Ave)

4.00 ea 342,577.443/ea 1,370,310


(Plaza Trail)

2.00 ea 342,577.45 /ea 685,155


(Lynnhaven Rd & Air Station Rd)

4.00 ea 342,577.443/ea 1,370,310


(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


(First Colonial Rd)

2.00 ea 342,577.45 /ea 685,155


(Distribution Dr)

2.00 ea 342,577.45 /ea 685,155


1.00 ls

14,427,123.77 /ls 14,427,124



050 SYSTEMS

1.00 LS

14,427,123.77 /LS 14,427,124












Total

Unit Cost Amount


60.01 Purchase or lease of real estate

01210.09 Purchase/Lease Real Estate

(93+25 TO 99+75)


(100+79 TO 104+66)

0.18 ac 326,700.111/ac 58,806


(156+42 TO 163+00)

0.15 ac 1,089,000.133/ac 163,350


(164+80 TO 169+00)

0.10 ac 1,089,000.100/ac 108,900


(170+01 TO 180+07)

0.46 ac 1,089,000.04 /ac 500,940


(247+00 TO 258+33)

0.52 ac 435,600.02 /ac 226,512


(273+22 TO 277+56)

0.10 ac 435,600.10 /ac 43,560


(279+55 TO 284+85)

0.12 ac 435,600.17 /ac 52,272


(376+25 TO 381+00)

0.67 ac 435,600.03 /ac 291,852


(365+07 TO 374+70)

0.91 ac 435,600.02 /ac 396,396


(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


(Witchduck Rd Park&

Ride)($7.50/sf)

3.12 ac 326,700.003/ac 1,019,304


(Independence Park& Ride)

($25.00/sf)

3.12 ac 1,089,000.01 /ac 3,397,680










Total

Unit Cost Amount


(Independence Park& Ride)

($25.00/sf)

3.12 ac 1,089,000.01 /ac 3,397,680


(Lynn Shores/Thalia Park& Ride)

($10.00/sf)

3.12 ac 435,600.003/ac 1,359,072


(Lynn Shores Dr Park& Ride)

3.12 ac 0.003/ac 0


(Lynnhaven Pkwy Park&

Ride)($10.00/sf)

3.12 ac 435,600.01 /ac 1,359,072


(London Bridge Park&

Ride)($5.00/sf)

3.12 ac 217,800.01 /ac 679,536


(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


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










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





HRT- Virginia Beach Transit Extension Page 18A






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



Documents

L Environmental Impact Statement VIRGINIA BEACH TRANSIT ...bloximages.newyork1.vip.townnews.com/pilotonline...Dra L Environmental Impact Statement VIRGINIA BEACH TRANSIT EXTENSION