D.C. TO RICHMOND SOUTHEAST HIGH SPEED RAIL

CAPITAL COSTS K
 

D.C. to Richmond Southeast High Speed Rail 1-1 Alternatives Cost Estimate and Methodology Report 

INTRODUCTION 

1.1 INTRODUCTION 

This report describes the methodology used to develop conceptual cost estimates for the 

Washington, D.C. to Richmond Southeast High Speed Rail (DC2RVA) project 

along the 123-mile DC2RVA corridor, based on the Concept Engineering Plans. The 

DC2RVA project is being led by the Virginia Department of Rail and Public Transportation 

(DRPT), in coordination with the Federal Railroad Administration (FRA) as the lead federal 

agency. 

The Project is being evaluated in an Environmental Impact Statement (EIS) to satisfy the 

requirements of the National Environmental Policy Act (NEPA). DRPT developed conceptual 

cost estimates for the build alternatives being evaluated in the EIS, using the methodologies and 

assumptions documented herein based on the conceptual engineering-level designs for the build 

alternatives. 

These conceptual costs were developed to support a general comparison of each build 

alternative’s cost relative to one another only. The conceptual costs DO NOT represent the total 

Project cost, which will be highly dependent on schedules, construction phasing, and numerous 

other factors that have not been defined at this stage of Project development. 

1.2 PURPOSE AND OBJECTIVE OF THIS REPORT 

The purpose of this report is to support review of how the conceptual costs were developed for 

the concept alternatives being evaluated in the EIS by the governing agencies, Project 

stakeholders, and other interested parties. 

The objective of this report is to document the conceptual cost estimates for each build alternative, 

including: 

 Estimating methodologies used 

 Major estimate assumptions 

 Assumed Project schedule 

 Major Project cost components 

 Base year costs 

 Year-of-implementation cost adjustments 

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INTRODUCTION 

D.C. to Richmond Southeast High Speed Rail 1-2 Alternatives Cost Estimate and Methodology Report 

 Cost risks reflected in the estimate 

 Potential costs excluded from the estimate 

This report is further structured to be consistent with the April 2016 draft of the Federal Railroad 

Administration’s Capital Cost Estimating for Project Sponsors guidelines, currently under 

development. 
 

D.C. to Richmond Southeast High Speed Rail 2-1 Alternatives Cost Estimate and Methodology Report 

PROJECT DESCRIPTION 

2.1 PROJECT OVERVIEW 

The DC2RVA project would include specific rail infrastructure improvements and service 

upgrades to deliver higher speed passenger rail, improve conventional speed passenger service, 

expand commuter rail, and accommodate growth of freight rail service in an efficient and reliable 

multimodal rail corridor. The increased capacity would improve passenger rail service frequency, 

reliability, and door-to-door competitive travel time in a corridor shared by growing volumes of 

passenger, commuter, and freight rail traffic. Specific improvements to the existing rail 

infrastructure between Arlington, VA, and Centralia, VA, include: 

 Corridor-wide improvements to train operating capacity to accommodate efficient 

operation of passenger, commuter, and freight rail service with increased frequency, 

reliability, and speed, including an additional main track along most of the corridor, 

additional sidings, crossovers, yard bypasses and leads, and other capacity and 

reliability improvements at certain locations. 

 Corridor-wide upgrades to existing track and signal systems to achieve higher 

operating speeds, including curve realignments, higher-speed crossovers between 

tracks, passing sidings, and grade crossing improvements. 

 Station and platform improvements for Amtrak and Virginia Railway Express (VRE) 

stations to improve the efficiency of railroad operations, improve quality of service, 

and accommodate increased ridership. 

The environmental impacts of these improvements and measures to avoid, minimize, or 

otherwise mitigate such impacts are described in Chapter 4 of the DC2RVA Draft EIS. 

The Project would include locations for new or replacement passenger stations on the Project 

corridor. Additionally, the Project would include rail capacity improvements to address 

congestion in the Richmond area, including on the CSX Transportation (CSXT) Peninsula 

Subdivision from AM Junction in downtown Richmond east to Beulah Road in Henrico County, 

and on the Buckingham Branch Railroad from AM Junction north of Richmond to Doswell, VA. 

Studies in support of the Project addressed passenger and freight rail operations and service 

between Union Station in Washington, D.C. and Richmond and beyond, but the Project would 

not include physical improvements to the Long Bridge across the Potomac River or to rail 

infrastructure within Washington, D.C. Other projects would address these improvements, as 

well as any improvements to the rail infrastructure north of Arlington and south of Centralia, 

VA. 

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PROJECT DESCRIPTION 

D.C. to Richmond Southeast High Speed Rail 2-2 Alternatives Cost Estimate and Methodology Report 

As described in Chapter 2 of the DC2RVA Draft EIS, DRPT initially divided the Project corridor 

into three general areas based on common rail operation characteristics and environmental 

conditions: Northern Virginia, Central Virginia, and Richmond. DRPT collected and evaluated 

data for 22 functional segments within these three areas, which were then grouped into six build 

alternative areas that are more specific to the types of alternatives that would be developed as 

part of the DC2RVA project: Arlington (Long Bridge Approach), Northern Virginia, 

Fredericksburg (Dahlgren Spur to Crossroads), Central Virginia (Crossroads to Doswell), 

Ashland (Doswell to I-295), and Richmond (I-295 to Centralia). A full description of these areas 

and segments, the alternatives screening process, and the build alternatives evaluated in the Draft 

EIS, can be found in Chapter 2 of the DC2RVA Draft EIS. 

2.2 SPONSORS 

The Project is being led by the Virginia Department of Rail and Public Transportation (DRPT) in 

coordination with the Federal Railroad Administration (FRA) as the lead federal agency. 

2.3 DEVELOPMENT TEAM 

Overall Project management is being performed by DRPT, supported by a consultant team lead 

by HDR, Inc. HDR is further supported by two primary subconsultants, Parsons Corporation and 

Moffatt & Nichol. 

The Project also includes a task force composed of representatives from FRA, DRPT, VRE, the 

Virginia Department of Transportation (VDOT), Amtrak, and CSX Transportation (CSXT). 

2.4 SCHEDULE 

DRPT commenced conceptual service planning, engineering development, environmental 

studies, and stakeholder outreach efforts in September 2014, with the Draft EIS scheduled to be 

published for public comment in late April 2017. The Final EIS and Record of Decision are 

anticipated to be complete in June 2018. 

Preliminary engineering is being performed concurrently for all build alternatives documented 

in the Draft EIS to support rapid transition to final engineering and design following selection of 

a preferred alternative. 

For purposes of estimating the Project costs only, construction is assumed to occur between 2017 

and 2025. The actual schedule will be based on the final conclusions of the EIS, funding 

availability, more detailed development of construction procurement and phasing, and 

numerous other factors associated with a Project of this magnitude. 

2.5 STATUS 

The DC2RVA Draft EIS documents the environmental impacts of the build alternatives discussed 

in this report. Preliminary engineering (PE) is concurrently underway for these alternatives but 

is regarded as a separate effort from the conceptual engineering, including cost estimating, being 

performed in support of the EIS. 
PROJECT DESCRIPTION 

D.C. to Richmond Southeast High Speed Rail 2-3 Alternatives Cost Estimate and Methodology Report 

2.6 STATUS AND TIMING OF FUNDING SOURCES 

The DC2RVA project, through development of the EIS and preliminary engineering, is funded 

by three sources: 

 FRA High Speed Rail Grant (80 percent/$44,308,000) 

 DRPT (15 percent/$8,101,000) 

 CSXT (5 percent/$2,976,000) 

Total funding for the DC2RVA project through the EIS and preliminary engineering is 

$55,385,000. 

Funding for construction will be identified and scheduled upon selection and further 

development of a preferred alternative. 

2.7 BASE YEAR 

DRPT used 2015 dollars to develop the base costs prior to schedule-related cost escalations. 

2.8 COST LIMITS 

During conceptual engineering, DRPT screened alternatives based on preliminary assessments 

of technical feasibility and environmental impacts. Evaluation of alternatives based on formal 

cost estimates was excluded as a screening factor, and as such, no specific cost limits have been 

established for the Project at this stage. 
 

D.C. to Richmond Southeast High Speed Rail 3-1 Alternatives Cost Estimate and Methodology Report 

TECHNICAL BASELINE 

3.1 PROJECT DOCUMENTS 

The DC2RVA project maintains a Project website at http://dc2rvarail.com. Final documents and 

public drafts are available under the Resources tab of the website. 

3.2 ESTIMATING TEAM 

The cost estimates for each of the build alternatives were prepared by the design teams 

developing each alternative using a common set of conceptual unit costs established by the 

overall Project team. Design teams were further allowed to adjust costs where site conditions or 

circumstances suggested higher costs were likely to be encountered. The individual design teams 

further estimated any additional costs for improvements unique to a specific segment where 

Project unit costs were undefined. 

3.3 PROJECT DESIGN 

The conceptual level designs reflect the DC2RVA engineering Basis of Design (BOD). The 

improvements to the existing track generally include the following: 

 Addition of a third main track, designed to improve speed up to a maximum of 90 mph 

for passenger trains and 60 mph for freight trains. 

 Re-alignment of curves in the existing tracks (maintaining tangents), designed to improve 

speed up to a maximum of 90 mph for passenger trains and 60 mph for freight trains, if 

practicable. 

 All new track and re-aligned track are constrained within existing right-of-way. 

 Existing rail bridges would continue to be used, and new parallel bridge structures would 

be constructed to carry the new track. The new bridge structures are to be capable of 

carrying two tracks, although only one track is being added. 

 Track alignment at existing Amtrak and VRE stations would accommodate planned 

station improvements, including addition of center island platforms. 

Details about the track improvements that served as the basis for the estimates are in Chapter 4. 

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D.C. to Richmond Southeast High Speed Rail 4-1 Alternatives Cost Estimate and Methodology Report 

ESTIMATING METHODOLOGY AND STANDARD COST 

CATEGORIES 

4.1 METHODOLOGY 

The estimating methodology utilizes the following assumptions to develop the fully burdened 

Project cost. The direct costs and indirect cost percentages are based on experience, current 

market conditions, and historical data. Major inputs and assumptions used for the estimates 

include: 

 A combination of the HDR Constructors database, similar project costs, and historical 

data were used to establish direct costs. Marshall & Swift building cost data was also 

utilized to develop the line item costs that make up the unit costs for the vertical 

components. 

 The estimate assumes a Project start in 2017, with completion in 2025. Unit costs for 

both the current year (2016) and 2017–2025 are included as well. 

 Unit rates assumed to include prevailing wages rates for subcontractor labor. 

 A 6 percent sales tax has been included based on the 2016 Virginia Department of 

Taxation Rates. 

 Contractor Field General Conditions (GCs)—20 percent 

– Field general conditions include, but are not limited to the following: 

 Site office facilities adequate for staff required to manage Project site(s), 

includes owner and government field staff offices 

 Field office staff vehicles and equipment 

 Stormwater Pollution Prevention Plan (SWPPP) and minor maintenance of 

SWPPP measures 

 Project consumables 

 Temporary facilities 

 Contractor Mobilization and Demobilization—8 percent 

– Mobilization and demobilization includes, but is not limited to the following: 

 Mobilization and demobilization of all necessary construction equipment 

 Set up and removal of all temporary facilities, including all contractor, 

subcontractor, and engineer field offices 

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ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-2 Alternatives Cost Estimate and Methodology Report 

 Contractor Bonds and Insurance—2.5 percent 

– Bonds and insurance includes the following (under normal conditions): 

 0.75 percent—Bonds 

 0.75 percent—General Liability 

 0.50 percent—Rail 

 0.50 percent—Environmental 

 Contractor Field Overhead—16 percent 

– Field overhead includes, but is not limited to the following: 

 Field office project staff and standard burden 

 Procurement 

 Project controls/scheduling 

 Full time quality assurance/quality control (QA/QC), safety, and 

environmental staffing 

 Contractor Profit—6 percent 

– Profit based on: 

 Size and scope of the Project 

 Market conditions 

 Assumes a joint venture, single prime contract 

 Undefined Scope of Work contingency—0 percent 

– These unit costs do not include any contingency. AACE Guidelines state a range 

of 25 percent to 40 percent. Based on the complexity of the Project and the level of 

Project definition at the time these conceptual unit costs were derived, it is 

suggested that 35 percent should be used. 

4.2 STANDARD COST CATEGORIES 

Standard costs for the Project are described below and use the following units: 

AC—Acre BF—Bridge Foot CY—Cubic Yards MI—Track Mile 

EA—Each LF—Linear Foot LS—Lump Sum 

SF—Square Feet STALL—Parking Stall SY—Square Yards 

TF—Track Feet TON—Tons %—Cost Percent 

4.2.1 Track Elements 

There are ten separate items for track construction: proposed single track (Class IV or V), upgrade 

track (from Class III or IV to V), shift/realign track, track removal, turnout removal, turnouts (X 

3), diamond crossings, and signals and communications. Each track construction item, including 

its appropriate unit price measurement, is described in detail in the remainder of this section. 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-3 Alternatives Cost Estimate and Methodology Report 

Item 10.01 Single Track (TF) 

It is assumed that concrete ties and (136# RE) rail in 80-foot lengths would be delivered to the 

construction site by truck. The concrete ties and rail would then be stacked per CSXT regulations. 

Further distribution of the materials would occur during the track installation process. Ballast for 

the new track construction would be delivered by truck and placed in piles at approved locations 

for distribution during track construction. The contractor would use equipment and manpower 

to construct the track (not a TLM). Concrete ties would be placed on 20-inch centers on the 

prepared sub-ballast. The 80-foot sticks of rail would be placed on the concrete ties using a speed 

swing or similar piece of lifting equipment after the tie pads have been placed on the concrete 

ties. Once the rail is in place, fasteners would then be installed. The 80-foot sticks of rail would 

then be welded together. Ballast would be loaded in on-rail dump trucks and distributed for 

tamping and surfacing. Production tampers are assumed to be used to raise and align the track 

as construction proceeds. Ballast distribution and production tampers would require several 

passes to raise the track to the required elevation and to place 12 inches of ballast underneath the 

concrete ties. A ballast regulator would be needed to distribute ballast and dress the track. The 

unit price for this item is based on CSXT Standard Specifications dated September 15, 2016. The 

unit price measurement for the item is Track Feet. 

Item 10.02 Upgrade Track (Class III or IV to Class IV or V) (TF) 

It is assumed that concrete ties and 80-foot rail (136RE#) sticks would be utilized for the track 

upgrade work. They would be delivered to the construction site by truck. Ballast to upgrade the 

track would be delivered by truck and placed in piles at approved locations for distribution 

during construction of the track upgrade. 

After completion and acceptance of the new track, the existing track or one of the existing tracks 

would be taken out of service so construction can commence to renew the existing track structure. 

All wood ties and existing rail would be removed from the current track structure, after the new 

double or triple track has been placed in service. The existing rail that has been removed would 

be placed in a location that would not affect train operations and would be picked up by CSXT 

for cascading on their system. The wood ties would be removed by the contractor and hauled to 

a landfill for disposal. Some ballast rework is assumed to be required before new concrete ties 

and 136# RE rail can be installed. 

After the rail and wood ties have been removed as discussed in the paragraph above, concrete 

ties would be placed on 20-inch centers. Once the ties have been installed, the tie pads can be 

placed on the concrete ties and the 80-foot sticks of rail can be laid on the ties and pads. Once the 

rail is laid, the track fasteners would then be installed. The 80-foot sticks of rail would then be 

welded together. A 2-inch lift of ballast would be distributed using on-rail dump trucks to add 

needed ballast to fill the tie crib for tamping and track alignment. A ballast regulator would be 

needed to distribute ballast and dress the track. The unit price measurement for this item is Track 

Feet. 

Item 10.03 Number 10 Turnout (EA) 

For the Number 10 turnout, it is assumed that materials would transported to the work site by 

truck. Once delivered to the site, the turnout materials would be assembled prior to installation 

into the track structure. It is assumed that the Number 10 turnout is a non-power switch with 

wood switch ties. Before installation of the turnout into the track, a 6-hour work window is 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-4 Alternatives Cost Estimate and Methodology Report 

estimated to allow the contractor adequate time to complete the work in CSXT’s tracks. After the 

turnout has been slid into the track structure, ballast would added, and a tamper would be used 

to tamp the switch ties to provide support to the track structure. The unit price measurement for 

this item is Each. 

Item 10.04 Number 15 Turnout (EA) 

For the Number 15 turnout, it is assumed that the material for the turnout, including concrete 

switch ties, would be transported to the work site by truck. Once delivered to the site, the turnout 

material would be assembled prior to installation into the track structure. The Number 15 turnout 

is assumed to be operated by use of a power switch. Before installation of the turnout into the 

track, an 8-hour work window is estimated to allow the contractor adequate time to complete the 

work in CSXT’s tracks. After the turnout has been placed in the track structure, ballast would be 

added, and a tamper would be used to tamp the switch ties to provide support to the track 

structure. The unit price measurement for this item is Each. 

Item 10.05 Number 20 Turnout (EA) 

It is assumed that the material for the Number 20 turnout, including concrete switch ties, would 

be transported to the work site by truck. Once transported to the site, the turnout materials would 

be assembled prior to installation into the track structure. Before installation of the turnout into 

the track, an 8-hour work window is estimated to allow the contractor adequate time to complete 

the work in CSXT’s tracks. After the turnout has been placed in the track structure, ballast would 

be added, and a tamper would be used to tamp the switch ties to provide support for the track 

structure. The unit price measurement for this item is Each. 

Item 10.06 Diamond Crossing (EA) 

It is assumed that all material to construct the 45-degree diamond crossing would be trucked to 

the work site. In order to install the diamond crossing, a 12-hour work window is estimated to be 

established to allow the work to be completed in CSXT’s tracks. Once an adequate work window 

has been established and all material to complete the work is at the site and the crossing diamond 

has been assembled, work can commence. 

After the track structure has been removed, approximately 4 feet of material below the ties would 

then be removed. Once the ballast, sub-ballast, and earth material have been removed, a 1-foot 

base layer of asphalt would be placed underneath the crossing diamond. On top of the asphalt, 

4-inch perforated pipes would be laid to drain the diamond crossing area. These pipes would be 

routed to a collection basin, which would be connected to a pipe to outfall the water from the 

track roadbed. The extent of the outfall drainage would be determined based on requirements at 

the specific site of the diamond crossing construction. 

Once the perforated pipe has been laid, ballast would be placed on top of the asphalt to an 

elevation which is 2 inches below the bottom of the concrete ties. The assembled diamond would 

then be lifted into place on the ballast. Additional ballast would later be added to fill up the ties 

cribs and allow for a 2-inch track raise. A tamper would then be used to tamp the concrete ties 

and alignment the track. A ballast regulator would then dress the track prior to being placed back 

in service. The unit price measurement for this item is Each. 

Item 10.07 Turnout Removal (EA) 

It is assumed that all turnout material would be removed from the track structure. CSXT may 

require that the turnout material be transported to a specific location for storage. During removal 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-5 Alternatives Cost Estimate and Methodology Report 

of the turnout material, rail and other track material along the main operating line is assumed to 

be installed so the track can be placed back in service. The unit price measurement for this item 

is Each. 

Item 10.08 Track Shift/Realign (TF) 

With the addition of another track, the existing track at some locations would have to be shifted 

several feet, but no more than 10 feet, to accommodate the new track construction. (Shifts of 

greater than 10 feet were counted as removed track and new track.) The track shift is assumed to 

be coordinated with CSXT to establish a work window to accomplish moving the track(s). When 

track with wood ties is shifted, a number of wood ties normally do not remain as part of the track 

structure and have to be replaced. The amount of ballast that would be added to the track 

structure would depend on how far the track is shifted. A tamper is assumed to be required to 

tamp the track and align the track at the new location. The wood ties that drop out of the track 

structure during the track shift would be picked up and removed from the site. The ties are 

assumed to be disposed of in a landfill. The unit price measurement for this item is Track Feet. 

Item 10.09 Track Removal (TF) 

All rail, ties, and other track material would be picked up and hauled off from the site. The rail 

and other track material may have to be hauled to a specific location for future use by the Owner, 

if required by the Owner. The ties would be hauled to a landfill that would accept the ties for 

disposal. It is assumed that ballast material can remain at the site once the track material is 

removed. The unit price measurement for this item is Track Feet. 

Item 10.10 Signals & Communications (MI) 

Signal and communication system installation will be performed by CSXT. Costs for this effort 

are anticipated to be substantial and include the removal of the existing equipment and the labor 

and materials required to install the new signal and communications system for all rail lines 

within the corridor. Until unit or system costs are provided by CSXT; an average of the signals 

and communications system cost from the Draft 2016 Business Plan for California High Speed Rail

was used. The unit price measurement for this item is Track Mile. 

4.2.2 Structures 

Structures to be constructed as part of the proposed improvements include rail bridges that carry 

the tracks over a highway or waterway; overhead structures that carry vehicle or pedestrian 

traffic over the tracks; box culverts or other drainage structures under the tracks that are 6 feet or 

greater in diameter or height; crash walls; and retaining walls. 

Items 20.01/20.02 Rail Bridge (New Single/Double Parallel) (BF) 

Minor rail bridges are those bridges that were not deemed to present significant structural or site 

challenges. Conceptual costs for these bridges reflect a single-track or double-track bridge 

structure parallel to an existing bridge. 

This unit cost is for the addition of a new track bridge parallel and adjacent to an existing track 

(or tracks) as it passes over a variety of obstacles. 

Generally, the work would include provision of new abutments or abutment extensions, 

necessary grading and earth retention system to control the embankment at the abutments, any 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-6 Alternatives Cost Estimate and Methodology Report 

new piers or pier modification necessary, and the placement of a new superstructure and track 

on the substructure at these locations. 

The typical bridge utilized to estimate this unit cost is a single span bridge with a total bridge 

length of 120 feet. It would be located with a minimum offset of 19’–6” to be separated from the 

nearest existing track centerline. The proposed bridge is assumed to be designed with an 

equivalent or larger hydraulic opening than the existing bridge. The width of the proposed deck 

plate girder superstructure is assumed to be 22’–3”. 

The typical double track bridge utilized to estimate the unit cost is a single span bridge with a 

total bridge length of 120 feet. It is assumed that the bridge would be located with a minimum 

offset of 19’–6”. The proposed bridge is assumed to be designed with an equivalent or larger 

hydraulic opening than the existing bridge. The width of the proposed deck plate girder 

superstructure is assumed to be 37’–3”, which includes walkways on both sides of the bridge. 

With limited structural and geotechnical information, the cost of the double track bridge 

substructure and superstructure is assumed to be 95 percent greater than the cost of the singletrack bridge substructure and superstructure. The unit price measurement for this item is Bridge 

Foot. 

Item 20.03 Rail Bridge (New)—Loop Bridge near North Boulevard (BF) 

47 spans—total bridge length 2,588 feet, ballasted deck supporting double tracks 

 Includes steel ballasted deck superstructure supported on eight steel plate girders. 

 There is currently no bridge structure at this location, so no demolition of an existing 

bridge structure has been included. 

 The abutments and intermediate piers are assumed to be standalone concrete 

structures supported on spread footings. The piers range from 10 feet to 24 feet high, 

with most of them at approximately 20 feet in height. 

 The alignment carries the tracks over Leigh Street westbound, down the median and 

back across Leigh Street. Therefore, maintenance of traffic is more expensive than a 

typical bridge and has been included at $250,000. 

 Construction of the bridge is assumed to be accomplished using on the ground 

construction. Equipment and material will be contained within the proposed track 

construction limits of disturbance. 

 Construction duration is estimated to be two years, not including time required for 

permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.04 Rail Bridge (New)—Walmsley Boulevard (BF) 

3 spans—total bridge length 192 feet, ballasted deck supporting four tracks 

 The superstructure is assumed to be a steel deck supported on a plate girder. The 

width of the proposed structure is 71’–3” to accommodate the three existing tracks 

and one additional proposed track. 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-7 Alternatives Cost Estimate and Methodology Report 

 This intersection is currently an at-grade crossing. There is no existing structure, so no 

demolition of an existing structure is assumed, but demolition of the existing at-grade 

crossing items is included. 

 The abutments and piers will consist of standalone concrete structures. The piers are 

assumed to be approximately 16 to 18 feet high. The substructure units are supported 

on steel piles for this estimate. 

 The top of rail profile is assumed to be similar to the existing top of rail profile. 

Walmsley Boulevard will be lowered to pass beneath the new bridge. 

 Construction will be staged and trains will use an adjacent detour track during 

construction. 

 Construction will be accomplished using on the ground construction. Equipment and 

materials will be contained within the proposed track construction limits of 

disturbance. 

 Construction duration is estimated to be two years, not including time required for 

permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.05 Neabsco Creek (BF) 

13 spans—total bridge length 780 feet, ballasted deck, supporting double tracks 

 The superstructure is assumed to be a steel deck with ballast supported on a steel plate 

girder. 

 Proposed track center line offset is 34’–6” from the nearest existing track centerline. 

 Substructure consists of concrete abutments, wingwalls, and piers supported on 

drilled shafts. 

 The end spans are assumed to be 46 feet long to avoid interference with existing 

abutments. 

 Construction of the bridge is assumed to be accomplished using barges. 

 Construction equipment and material will be staged on causeways on the downstream 

side of the bridge. Additional construction equipment and material will be contained 

within the proposed track construction limits of disturbance. 

 Construction staging and operation will be accomplished in a manner to maintain the 

navigability of the existing waterway. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.06 Occoquan River (BF) 

8 spans—total bridge length 950 feet, ballasted deck, supporting double tracks 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-8 Alternatives Cost Estimate and Methodology Report 

 The superstructure for the approach spans is assumed to be a steel deck with ballast 

supported on a steel plate girder. The main spans are steel deck with ballast supported 

on truss spans. 

 Proposed track center line offset is 25’–0” from the nearest existing track centerline. 

 Substructure will consist of concrete abutments, wingwalls, and piers supported on 

drilled shafts. 

 The end spans are assumed to be 85 feet long to avoid interference with the existing 

abutments. 

 Construction of the bridge is assumed to be accomplished using barges for the inwater piers and on the ground construction for the approach piers. Construction 

equipment and material will be staged on barges on the downstream side of the 

bridge. Additional equipment and material is assumed to be contained within the 

proposed track construction limits of disturbance. 

 Construction staging and operation to be accomplished in a manner to maintain the 

navigability of the existing waterway. 

 Construction duration is estimated to be two and a half years, not including the time 

required for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.07 Aquia Creek (BF) 

21 spans—total bridge length 1,357 feet, ballasted deck, supporting double tracks 

 The superstructure is assumed to be a steel deck with ballast supported on a steel plate 

girder. 

 Proposed track center line offset is 25’–6” from the nearest existing track centerline. 

 Substructure consists of concrete abutments, wingwalls, and piers supported on 

prestressed concrete piles. 

 The end spans are 80 feet long to avoid interference with existing abutments. 

 Construction of the bridge is assumed to be accomplished using barges for the inwater piers and on the ground construction for the approach piers. Construction 

equipment and material is to be staged on barges on the downstream side of the 

bridge. Additional equipment and material is assumed to be contained within the 

proposed track construction limits of disturbance. 

 Construction staging and operation is assumed to be accomplished in a manner to 

maintain the navigability of the existing waterway. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.08 Powells Creek (BF) 

9 spans—total bridge length 1,114 feet, ballasted deck, supporting double tracks 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-9 Alternatives Cost Estimate and Methodology Report 

 The superstructure is assumed to be a steel deck with ballast supported on a steel plate 

girder. 

 Proposed track center line offset is 25’–5” from the nearest existing track centerline. 

 The substructure consists of concrete abutments, wingwalls and piers supported on 

prestressed concrete piles. 

 The end spans are 130 feet long to avoid interference with the existing abutments. 

 Construction of the bridge is assumed to be accomplished using barges. 

 Construction equipment and material to be staged on causeways on the downstream 

side of the bridge. Additional construction equipment and material is estimated to be 

contained within the proposed track construction limits of disturbance. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.09 Potomac Creek (BF) 

9 spans—total bridge length 400 feet, ballasted deck, supporting double tracks 

 The superstructure is assumed to be a steel deck with ballast supported on a steel plate 

girder. 

 Proposed track center line offset is 25’–0” from the nearest existing track centerline. 

 Substructure consists of concrete abutments, wingwalls and approach piers founded 

on spread footings. The piers are made up of 60-foot tall concrete towers with steel 

bracing on a concrete spread footing. 

 Construction of the bridge will be accomplished using ground construction. 

 Construction equipment and material will be staged on land on the downstream side 

of the bridge. It is assumed to be contained within the proposed track construction 

limits of disturbance. 

 Construction duration is estimated to be two and a half years, not including the time 

required for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.10 Lake near Old Grain Road (BF) 

10 spans—total bridge length 550 feet, ballasted deck, supporting double tracks 

 The superstructure is assumed to be a steel deck with ballast supported on a steel thruplate girder. 

 Substructure consists of concrete abutments, wingwalls, and piers supported on 

spread footing foundations. 

 Construction of the bridge to be accomplished using causeways for the in-water piers 

and on the ground construction for the approach piers. Construction equipment and 

material to be staged on land. Additional equipment and material estimated as being 

contained within the proposed track construction limits of disturbance. 
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 Construction duration is estimated to be one year, not including the time required for 

permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.11 Rappahannock River (BF) 

9 spans—total bridge length 840 feet, ballasted deck, supporting double tracks 

 The superstructure is assumed to be a steel deck with ballast supported on steel thruplate girder with a non-structural arch in the front to mimic the existing arch structure. 

 Proposed track center line offset is 34’–0” from the nearest existing track centerline. 

 Substructure consists of concrete abutments and piers with spread footing 

foundations. 

 Construction of the bridge is assumed to be accomplished using causeways for the inwater piers and on the ground construction for the approach piers. Construction 

equipment and material to be staged on the causeway on the downstream side of the 

bridge. Additional equipment and material estimated to be contained within the 

proposed track construction limits of disturbance. 

 Construction staging and operation to be accomplished in a manner to maintain the 

navigability of the existing waterway. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.12 Rappahannock River Bridge (BF) 

7 spans—total bridge length 674 feet, ballasted deck, supporting double tracks 

 The superstructure is assumed to be a steel deck with ballast supported on steel thruplate girder. 

 The substructure consists of concrete abutments, wingwalls, and piers supported on 

spread footing foundations. 

 Construction of the bridge is assumed to be accomplished using causeways for the inwater piers and on the ground construction for the approach piers. Construction 

equipment and material is estimated as being staged on the causeway on the 

downstream side of the bridge. Additional equipment and material will be contained 

within the proposed track construction limits of disturbance. 

 Construction staging and operation is estimated to be accomplished in a manner to 

maintain the navigability of the existing waterway. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.13 North Anna River (BF) 

5 spans—total bridge length 332 feet, ballasted deck, supporting double tracks 
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D.C. to Richmond Southeast High Speed Rail 4-11 Alternatives Cost Estimate and Methodology Report 

 Superstructure is assumed to be a steel deck with ballast supported on a steel plate 

girder 

 Proposed track center line offset is 25’–0” from the nearest existing track centerline 

 Substructure abutments with wingwalls and piers are assumed to be standalone 

concrete structures founded on drilled shafts. 

 The bridge is assumed to need demolition of the adjacent existing abutment wing wall 

to allow for construction of the new bridge. 

 Construction of the bridge estimated to be accomplished using causeways for the inwater piers and on the ground construction for the approach piers. 

 Construction equipment and material is estimated to be staged on causeways on the 

downstream side of the bridge. Additional construction equipment and material to be 

contained within the proposed track construction limits of disturbance. 

 Construction staging and operation is assumed to be accomplished in a manner to 

maintain the navigability of the existing waterway. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.14 Little River (BF) 

4 spans—total bridge length 251 feet, ballasted deck, supporting double tracks 

 Superstructure is assumed to be a steel deck with ballast supported on a steel plate 

girder 

 The proposed track center line offset is assumed to be 19’–6” from the nearest existing 

track centerline. 

 The substructure is assumed to have abutments with wingwalls and standalone 

concrete piers founded on drilled shafts. 

 Existing structure is assumed to require demolition of adjacent abutment wing wall 

 Construction of the bridge to be accomplished using causeways for the in-water piers 

and on the ground construction for the approach piers. 

 Construction equipment and material is assumed to be staged on causeways on the 

downstream side of the bridge. Additional construction equipment and material will 

be contained within the proposed track construction limits of disturbance. 

 Construction staging and operation is estimated to be accomplished in a manner to 

maintain the navigability of the existing waterway. 

 Construction duration is estimated to be one and a half years, not including the time 

required for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.15 South Anna River (BF) 

6 spans—total bridge length 499 feet, ballasted deck, supporting double tracks 
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D.C. to Richmond Southeast High Speed Rail 4-12 Alternatives Cost Estimate and Methodology Report 

 Superstructure is assumed to be a steel deck structure with ballast supported on steel 

plate girders. 

 Proposed track center line offset is assumed to be 19’–6” from the nearest existing track 

centerline. 

 For the substructure it was assumed that all the intermediate bents are 50-foot tall (or 

more) steel trestle type tower bents supported on drilled shafts foundations. Trestle 

type bents are needed to resist high longitudinal forces in this bridge because of the 

height of the bents. Abutments are assumed to be concrete structures with wingwalls, 

supported on drilled shafts. 

 The estimate assumed the demolition of the adjacent existing abutment wing wall is 

required. 

 Construction of the bridge estimated as being completed using causeways for the inwater piers and on the ground construction for the approach piers. 

 Construction equipment and material to be staged on causeways on the downstream 

side of the bridge. Additional construction equipment and material to be contained 

within the proposed track construction limits of disturbance. 

 Construction staging and operation assumed to be accomplished in a manner to 

maintain the navigability of the existing waterway. 

 Construction duration is estimated to be two years, not including the time required 

for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.16 Mattaponi River (BF) 

4 spans—total bridge length 207 feet, ballasted deck, supporting double tracks 

 Superstructure is assumed to be steel deck with ballast supported on steel plate 

girders. 

 The estimate assumed the proposed track center line offset is 25’–0” from the nearest 

existing track centerline. 

 The substructure is assumed to consist of abutments with wingwalls. The piers are 

concrete structures founded on drilled shafts. 

 The adjacent existing abutment wing wall is assumed to require demolition. 

 Construction of the bridge is assumed to be completed using causeways for the inwater piers and on the ground construction for the approach piers. 

 Construction equipment and material to be staged on causeways on the downstream 

side of the bridge. Additional construction equipment and material to be contained 

within the proposed track construction limits of disturbance. 

 Construction staging and operation estimated assuming work is accomplished in a 

manner to maintain the navigability of the existing waterway. 

 Construction duration is estimated to be one and a half years, not including the time 

required for permitting. 
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The unit price measurement for this item is Bridge Foot. 

Item 20.17 Falling Creek (BF) 

5 spans—total bridge length 325 feet ballasted deck supporting single track. 

 Superstructure is assumed to be steel deck with ballast supported by steel deck plate 

girders. The width is 22’–3”. 

 The proposed track center line is assumed to be located 25 feet from the nearest 

existing track. 

 The substructure is estimated to consist of abutments and intermediate piers. The piers 

are assumed to be of concrete construction and be wide enough to accommodate a 

future track. The proposed foundations are spread footings. The intermediate piers 

vary in height from approximately 25 feet to 60 feet. 

 Construction of the bridge is assumed to be completed using on the ground 

construction from either side of the creek. 

 Traffic on Cogbill Road will probably have to be maintained during construction of 

the bridge. 

 Equipment and material is estimated as being required to be contained within the 

proposed track construction limits of disturbance. 

 Construction duration is estimated to be one year, not including time required for 

permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.18 James River (BF) 

44 spans—total bridge length 2530 feet, primarily ballasted steel deck with some timber open 

deck and thru girder spans supporting one proposed track and one future track. 

 The proposed construction will only cover a portion of the 5,213-foot existing 

structure. 

 The superstructure is assumed to be steel deck plate girders for most of the spans and 

some will be thru plate girders. The span lengths vary from 24 feet to 76.5 feet. The 

superstructure width is 22’–3”. 

 The proposed track is estimated as being 40 feet from the existing track to 

accommodate a future track between the existing and proposed tracks. 

 The abutment and intermediate piers are standalone concrete and wide enough to 

accommodate one future track. No abutment will be required on the north end of the 

bridge since the proposed structure merges with the existing structure at Dock Street. 

 The proposed foundation type is spread footings with steel pile foundations. 

 Construction of the bridge is estimated to be completed using causeways for the inwater piers and on the ground construction for the approach spans. 

 From the Triple Crossing to just north of Dock Street, new beams and ties are assumed 

to be added to the existing substructure units. From the parking lot at Dock Street 
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north to Broad Street, another track is added to the existing structure but no new 

structure is required. 

 The floodwall opening on the south side of the river will have to be widened to 

accommodate the proposed track, but this has been accounted for separately in the 

project cost estimate. 

 Construction duration is estimated to be two and a half years, not including the time 

required for permitting. 

The unit price measurement for this item is Bridge Foot. 

Item 20.19 Restore Track on Downtown Richmond Viaduct (BF) 

The restoration of the track on the downtown Richmond Viaduct included the following 

assumptions:

 Existing viaduct structure is more than 100 years old and supported on shallow 

foundations. 

 Micropile underpinning is required at 75 percent of the foundation locations—three 

piles per foundation to depth of 60 feet based on previous HDR remedial design work 

 25 percent of substructure above foundation level would require 

rehabilitation/strengthening (similar to what HDR has done in spot locations along 

viaduct for previous projects) 

 Superstructure is generally adequate for adding second track. 

 Include cost for new ties and track for second track being added. 

 Include cost for adding/repairing walkway for second track. 

The unit price measurement for this item is Bridge Foot. 

Items 20.20/20.21 Overhead Structures—New (SF) 

Overhead Structures-New was assumed for roadway overpasses that are currently in use, where 

the proposed third track cannot be constructed beneath the overpass while meeting the required 

horizontal and vertical clearances. Cost includes removal of the existing overpass, replacement 

with a new overpass, and maintenance of traffic. Separate unit costs are provided for 

improvements in Northern Virginia and the Central Virginia/Richmond areas. This cost has been 

estimated based on a typical roadway bridge for the project with the following characteristics: 

3 spans—total bridge length 340 feet 

 Superstructure consists of 10 steel plate girders made composite with 8.5-inch concrete 

slab. The superstructure width is 83 feet. 

 Existing bridge required demolition. 

 Staged construction is required in order to maintain traffic on the existing road 

 Substructure – Piers will be concrete frames founded on pile foundations. Abutments 

will be semi-integral concrete founded on piles 

 Approach slabs are required at each abutment. 
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 Equipment and material are to be contained within the proposed track construction 

limits of disturbance and within the existing roadway right-of-way. 

 Construction is estimated to be 18 months not including time required for permitting. 

The unit price measurement for this item is Square Feet. 

Item 20.22 James River Floodwall Penetrations (EA) 

The north flood wall has an existing opening of 20-feet wide by 6’–5 5/8” tall with a sliding gate 

for a single track. The proposed opening will be 33’ 11” wide by 6–5 5/8” tall and will have double 

leaf swing gates for two tracks. The existing span is a through-girder and will not accommodate 

a swing gate. Consequently, the existing span will have to be replaced when the new span is 

added. 

The south flood wall has an existing opening of 20’–7 5/8” wide by 10’–0” tall with a single leaf 

swing gate for a single track. The proposed opening will be 61’–1⁄4” and will require the addition 

of second swing gate to make it a double leaf swing gates for two tracks and a future CSXT track. 

The swing gates will be made of horizontal girders top and bottom, vertical end diaphragms, 

vertical intercostals, a skin plate and diagonal braces. They will be supported one side by top and 

bottom hinges attached to a support structure. 

The double leaf gates will require a removable center post to be used when they close. Watertight seals between the gates, supporting walls and the bottom of the gate will be required. 

The unit price measurement for this item is Each. 

Item 20.23 Pedestrian Bridge—Trails (BF) 

The pedestrian bridge for a shared use path over the railroad is assumed to have three spans, 

with a total bridge length of 228 feet. The bridge will be a steel plate girder superstructure, with 

fully integral abutments and multi column piers. Piers will not be designed for collisions. The 

bridge will have a total width of 18 feet and provide a 24’–3” vertical clearance and a 25-foot 

horizontal clearance for the railroad. 

The estimated time for construction of this bridge is 12 months, using normal, routine 

construction methods. The proposed bridge will be constructed along the alignment of the 

roadway crossing. The existing roadway will be closed, a new pedestrian bridge built in one stage 

of construction in its place, and the existing pavement removed. Since the existing roadway will 

be permanently closed, substantial bridge construction operations, such as a temporary bridge 

for traffic and staged construction, are not anticipated in order to maintain traffic during the 

roadway and bridge construction. Access to both sides of the proposed bridge construction 

location will be achievable from the existing roadway and will be within the existing right-ofway. 

The unit price measurement for this item is Bridge Foot. 

20.24 Drainage Structures (EA) 

Drainage Structures over 6 feet in diameter or height were cost as new. The measurement and 

price for such structure is each. VDOT unit prices for box culverts range from $1,800 to $3,000/LF. 

The largest culvert size found in VDOT bid tabs was a 10-foot x 10-foot double box in the Salem 

District. A 15 percent increase was included for work in DC2RVA geographies, with an additional 
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10 percent added for minor excavation and connection to the existing structure. Each culvert 

extension was assumed to be 40 feet in length. The unit price measurement for this item is Each. 

Items 20.25/20.26 Retaining Walls—Soldier Pile (SF) 

Retaining walls were assumed by DRPT in areas where the approximate cut/fill “daylight” lines 

are outside of the CSXT right-of-way. The daylight lines were created utilizing a conceptual 

design of the third track alignment that remains within the CSXT right-of-way against the existing 

digital terrain model. No geotechnical information, such as borings, was taken in the areas of 

proposed retaining walls. A standard wall was assumed and unit costs averaged for two different 

wall height categories. Retaining walls were measured and priced by square foot based on the 

concept profile and existing digital terrain model. Unit costs include the costs for access to 

construct the wall and any early grading needed for wall construction. Walls greater than 10 feet 

were anticipated to require tie-backs. The unit price measurement for this item is Square Feet of 

stem wall. 

Items 20.27/20.28 Retaining Walls—Cast-in-Place (CIP) (SF) 

Item 20.27 is for cast-in-place retaining walls that are 10 feet tall or less, and Item 20.28 is for castin-place retaining walls that are greater than 10 feet tall. The walls that are less than 10 feet tall 

were assumed to have cast-in-place footings and stem walls. The retaining walls that are 10 foot 

and taller are assumed to have deep foundations with cast-in-place footings and stem walls. 

Specific soils information was not available for this conceptual estimate and the foundation may 

change when specific geotechnical information is available. The unit price includes excavation, 

forms, reinforcing steel, concrete, labor, equipment and other costs associated with constructing 

the retaining walls. The unit price measurement for this item is Square Feet of stem wall. 

Item 20.29 Retaining Walls—Mechanically Stabilized Earth (MSE) (SF) 

MSE walls will be used to retain fill material used to construct embankments for roadways and 

overpasses. The unit price measurement for the item is square feet of MSE wall. 

Item 20.30 Crash Walls (CY) 

American Railway Engineering and Maintenance-of-Way Association (AREMA) Specifications, 

Chapter 8, Article 2.1.5 covers the requirements for crashwalls. Crashwalls are required when the 

face of the pier is closer than 25’–0” from centerline of the track, measured perpendicular to the 

track, except as noted below. 

A. Crashwalls for single column piers shall be minimum 2’–6” thick and shall extend a minimum 

of 6’–0” above the top of high rail for piers located between 12’–0” and 25’–0” from the 

centerline of the nearest track. The wall shall extend minimum 6’–0” beyond the column on 

each side in the direction parallel to the track. 

B. For multi-column piers, the columns shall be connected with a wall of the same thickness as 

the columns or 2’–6” whichever is greater. The wall shall extend a minimum of 2’–6” beyond 

the end of outside columns in a direction parallel to the track. 

C. Reinforcing steel to adequately anchor the crashwalls to the column and footing shall be 

provided. For piers of heavy construction, crashwalls may be omitted. Solid piers with a 

minimum thickness of 2’–6” and length of 20’–0”, single column piers of minimum 4’–0” by 
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D.C. to Richmond Southeast High Speed Rail 4-17 Alternatives Cost Estimate and Methodology Report 

12’–6” dimensions or any other solid pier sections with equivalent cross sections and 

minimum 2’–6” thickness are considered as heavy construction. 

For the estimate, the crashwalls are assumed to be 3 feet (2’6” min.) wide by 12 feet above top of 

rail (for piers more than 12 feet, but less than 25 feet, from the centerline of track) and extend 4 

feet below grade as recommended by the VDOT. 

The concrete reinforced wall has a 21-foot high by 3-foot wide average section and the length has 

been established in the conceptual engineering layout. Units are measured in Cubic Yards. 

4.2.3 Stations 

Item 30.01 Station Building—Small (SF) 

The station buildings are measured and priced on a square foot basis. An applicable unit price 

was compiled using a conceptual station building 1,500 square feet in size. Forty-nine scope line 

items were evaluated for both price and quantity and applied for a building of similar quality, 

durability, general use, finishes and systems. Unique scope items to note are included below: 

 Elevator (two stops) 

 Bird netting and mitigation 

 Deep foundations (to account for various and unknown site conditions) 

 Sprinkler system (given building occupancy and use) 

 Full electrical, mechanical, plumbing, fire alarm, and low voltage systems 

 Typical furnishings 

Item 30.02 Station Building—Medium (SF) 

The station buildings are measured and priced on a square foot basis. An applicable unit price 

was compiled using a conceptual station building 5,000 square feet in size. Forty-nine scope line 

items were evaluated for both price and quantity and applied for a building of similar quality, 

durability, general use, finishes, and systems. Unique scope items to note are included below: 

 Elevator (two stops) 

 Bird Netting and Mitigation 

 Deep foundations (to account for various & unknown site conditions) 

 Sprinkler System (given building occupancy and use) 

 Full electrical, mechanical, plumbing, fire alarm, and low voltage systems 

 Typical furnishings 

Item 30.03 Station Building—Large (SF) 

The station buildings are measured and priced on a square foot basis. An applicable unit price 

was compiled using a conceptual station building 10,000 square feet in size. Forty-nine scope line 

items were evaluated for both price and quantity and applied for a building of similar quality, 

durability, general use, finishes and systems. Unique scope items to note are included below: 

 Elevator (two stops) 
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D.C. to Richmond Southeast High Speed Rail 4-18 Alternatives Cost Estimate and Methodology Report 

 Bird netting and mitigation 

 Deep foundations (to account for various and unknown site conditions) 

 Sprinkler system (given building occupancy and use) 

 Full electrical, mechanical, plumbing, fire alarm, and low voltage systems 

 Typical furnishings 

Item 30.04 Main Street Station Upgrade—Medium (SF) 

The Main Street Station upgrade work would be performed in a high profile, previously 

renovated building that is on the historical register. Work schedules, finishes, and layout would 

be severely constrained by the aesthetic of the existing building. They would also have to 

complete work to a higher quality standard than a general use station. Items included in the 

medium sized station include:

 Ticketing desk with baggage drop-off 

 Station manager office 

 Baggage handling area 

 Baggage claim 

 Station and circulation signage 

 Vending area 

 Upgrades to security and passenger information displays (PIDs) 

 Expansion of rest room facilities and integration with access controls 

 Architectural embellishments—not part of usual station programs, but there would 

likely be sculptures, historical displays, etc. 

The unit price measurement for this item is Square Feet of building. 

Item 30.05 Main Street Station Upgrade—Large (SF) 

The Main Street Station upgrade work would be performed in a high profile, previously 

renovated building that is on the historical register. Work schedules, finishes and layout would 

be severely constrained by the aesthetic of the existing building. They would also have to 

complete work to a higher quality standard than a general use station. Items in the large size 

station include: 

 Ticketing desk with baggage drop-off 

 Station manager office 

 Baggage handling area 

 Baggage claim 

 Station and circulation signage 

 Vending area 

 Upgrades to security and passenger information displays (PIDs) 

 Expansion of rest room facilities and integration with access controls 
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D.C. to Richmond Southeast High Speed Rail 4-19 Alternatives Cost Estimate and Methodology Report 

 Architectural embellishments—not part of usual station programs, but there will 

likely be sculptures, historical displays, etc.

 Amtrak administrative services would be consolidated in the station 

 Information desk 

Apart from the square footage, the main differentiator between the medium and large program 

upgrades is more of the amenities such as ticketing and baggage handling. 

The unit price measurement for this item is Square Feet of building. 

Item 30.06 Platforms—New (Passenger Only) (SF) 

Platforms are measured and priced per square foot. Passenger only platforms include such items 

as: 

Platform 

 Typical 6-inch thick reinforced concrete with reinforced turn down face 

 Turndown at platform face adjacent to tracks is 12 inches thick, 12-inch embedment 

with perforated drain pipe 

 ADA-compliant textured tiles along entire length of platform facing tracks 

 Striping and marking for passenger loading zones along platform 

 HS-20 rated approach ramps (support baggage handling equipment) 

 Area drains (at the back face of side platforms or centered on island platforms) 

Platform Amenities 

 Canopy (assume 900 feet along 1,200-foot intercity platforms) 

 Garbage receptacles 

 Benches 

 Public address system 

 General circulation signage 

 Security system: emergency phone, CCTV, gate indicators, connectivity to Amtrak 

system-wide communications 

 Low elevation lighting 

 Passenger information displays (PIDs), assume six along a 1,200-foot intercity 

platform, integrate to station and Amtrak system data 

 Two wheelchair lifts and enclosures per platform 

Item 30.07 Platforms—New (Maintenance Only) (SF) 

Platforms are measured and priced per square foot. Maintenance only platforms include such 

items as: 
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Platform 

 6-inch thick reinforced concrete, 1 inch above top of rail. Overall geometry of the 

platform section is in the attached. 

 NOTE: shared passenger/maintenance platforms will be higher (8 inches above top 

of rail) 

 Turndown edge with perforated drainage pipe (similar to passenger platforms) 

 Drip pans: assume field sides and inside gage sides of rail 

Utilities and Equipment 

 Sanitary sewer dumps and covers: 30 per platform (both sides, 80-foot spacing) 

 Sanitary sewer connection for sanitary dumps 

 Oil water separator (OWS) for drip pans and area drains on platform

 Drip pans and area drains are for locomotive servicing, refueling and overnight 

parking. Assume field and gauge drip pans at both ends for locomotive in either 

direction. 

 Head End Power (HEP) unit: two per platform. Cars should overnight in cuts to go 

into service. Bad orders will not require HEP connection. 

 480V/400A power supply to HEP units, include vaults and conduit for under platform 

routing 

 Hose reel cabinets: 15 per platform (80-foot spacing) 

– Stainless steel enclosure (similar to roadway signal cabinet) 

– Each cabinet support potable and non-potable water service 

– Retractable hose reels (two) 

– Hoses (two, 80-feet each) 

– Heater 

– Backflow preventer 

 Electrical outlets: 15 per platform, 120V service each 

 Compressed air (CA) system 

– CA stations: 15 per platform (80-foot spacing), stand with valves and two quick 

connects 

– High pressure compressor 

 Lighting system 

 All electrical, CA, water shall be encased with hand holes/vaults 

Heavy duty vehicle circulation 

 Heated/cooled storage: 5,000 SF—includes mechanical/electrical systems for HEP 

and CA 

 Crew quarters: 2,400 SF 

 Administrative Office: 2,400 SF 
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D.C. to Richmond Southeast High Speed Rail 4-21 Alternatives Cost Estimate and Methodology Report 

 Security fence, motorized with card scanner 

 CCTV and PA system 

 Integrated “blue light” system indicating open switches, track access, and movements 

 Commercial/industrial utility connections 

 Parking: 25 spaces 

Item 30.08 Platforms—Expansion (SF) 

Platforms are measured and priced per square foot. Platforms expansion include such items as: 

Platform 

 Typical 6” thick reinforced concrete with reinforced turn down face 

 Turndown at platform face adjacent to tracks is 12-inches thick, 12-inch embedment 

with perforated drain pipe 

 ADA compliant textured tiles along entire length of platform facing tracks 

 Striping and marking for passenger loading zones along platform 

 HS-20 rated approach ramps 

 Area drains 

Platform Amenities 

 Canopy (assume 900 feet long) 

 Garbage receptacles 

 Benches 

 Public address system 

 General circulation signage 

 Security system: emergency phone, CCTV, gate indicators, connectivity to Amtrak 

system wide communications 

 Low elevation lighting 

 Passenger information displays (PIDs), assume six along a 1,200-foot intercity 

platform, integrate to station and Amtrak system data 

 Two wheelchair lifts and enclosures per platform 

Item 30.09 Platforms—New Passenger with Service (SF) 

Platforms are measured and priced per square foot. Platforms with both passenger service and 

train service would include the items from the passenger and maintenance service platforms, but 

would also include some additional features to handle both services at the same platform. These 

include: 

 Architectural treatment for all enclosures and storage facilities (instead of typical 

industrial cabinets and warehouse type buildings) 
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D.C. to Richmond Southeast High Speed Rail 4-22 Alternatives Cost Estimate and Methodology Report 

 Additional cabinets/enclosures for service apparatuses that are not typically enclosed 

on a maintenance platform (compressed air stations, cabling and control covers on the 

HEP units) 

 Locking systems on the sanitary sewer dumps. The dumps usually have simple lift 

covers, but they will need to be locked when the platform is open to the public. They 

will also require special odor control plumbing (the traps with water service to prevent 

evaporation of the standing water) 

 All valve boxes, hand holes, manholes will require locking covers; again, to prevent 

tampering by the public. They also will have to get textured surfaces to prevent 

slipping. 

Item 30.10 Vertical Access (EA) 

The unit price measurement for this item is Each. The most common elevator used in commercial 

construction is the two stop hydraulic elevator. Pricing includes a standard hydraulic actuated 

unit with some non-standard features as seen below: 

 Speed 200 fpm 

 3,000# Load 

 Hall Lanterns 

 Non-standard—durable finishes and sills 

 Audio, video, and security access on traveling cable 

Item 30.11 Pedestrian Bridge to Station (SF) 

The pedestrian bridge would connect one platform to the island platform. It would be of steel 

construction with architecture similar to other existing VRE pedestrian bridges. The approximate 

dimensions of the bridge are 13’–0” wide by 16’–0” tall and a length of 62’–0”. This estimate 

assumes the bridge would span across two tracks. The unit price measurement for this item is 

Square Feet of bridge.

Item 30.12 Pedestrian Tunnel (LS) 

The pedestrian tunnel would provide access to the island platform. The internal clearance 

envelope of the tunnel is 7’–6” high by 12 feet wide. The length of the tunnel is assumed to be 100 

feet. The tunnel would be constructed using either jack and bore or Sequential Excavation Method 

(SEM) tunneling method. The tunnel would be a cast in place concrete structure with lighting 

installed. The unit price measurement for this item is Lump Sum. 

Item 30.13 Parking—Structure (Stall) 

Parking structure pricing is performed on a per stall basis. Marshall and Swift was used to 

compile and extract the per stall pricing provided. An applicable unit price was compiled using 

a conceptual four story parking structure with a 40,000-square-foot floor plate (160,000 square 

feet total). Thirty-four scope line items were evaluated for both price and quantity and applied 

for a similar application, durability, general use, finishes, and systems. Unique scope items to 

note are included below: 

 Precast structure 

 Elevators 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-23 Alternatives Cost Estimate and Methodology Report 

 Exterior wall screening 

 Stair towers 

 Topping slabs 

 Fresh air requirements 

 Access control

Item 30.14 Parking—Surface Lot (Stall) 

Surface lot pricing is performed on a per stall basis. An applicable unit price was compiled using 

a conceptual surface lot. Seventeen scope line items were evaluated for both price and quantity 

and applied for a similar application, durability, general use, finish, and systems. Unique scope 

items to note are included below: 

 Grading

 6-inch paving section 

 6-inch aggregate base section 

 Mast lighting 

 Access control 

 Communication to support access control and security

4.2.3 Earthwork—Rail 

Item 40.01 Clearing and Grubbing (AC) 

Clearing and grubbing was measured utilizing the approximate cut/fill “daylight” lines created 

utilizing a conceptual design of the third track alignment that remains within the CSXT right-ofway. Clearing and grubbing was measured and priced by acre.

Item 40.02 Excavation and Disposal (CY) 

It is assumed that north of Lorton and south of Dahlgren Junction, there is approximately 25 

percent of unsuitable material that will not be able to be reused as fill and must be hauled off site 

and disposed. Between Lorton and Dahlgren Junction, the likelihood of unsuitable material 

increases, and 75 percent of material is assumed to be hauled off site and disposed. Excavation 

quantities were calculated utilizing the conceptual design of the third track alignment against the 

existing digital terrain model. The suitable material assumptions are based on design team 

experience with other projects in these regions.

Excavation is the usable material that does not require disposal. Excavation was measured and 

priced by the cubic yard (CY). 

Item 40.03 Over Excavation (CY) 

Potential poor embankment and cut slope subgrade soils exist where track work is proposed 

primarily over natural or undeveloped ground conditions such as in mature forested, younger 

forested, cultivated, and wetland areas along the corridor. Also, problematic soils associated with 

certain geologic formations exist along the corridor that are known to exhibit low strength and 

shrink-swell characteristics that can negatively impact the performance of shallow embankments 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-24 Alternatives Cost Estimate and Methodology Report 

and cut slopes. These problematic ground and subgrade conditions as well as the limits of these 

conditions are described in more detail in HDR’s Draft Bridges, Walls, and Subgrades 

Geotechnical Engineering Report (GER) for each project segment dated October 5, 2016. 

Where track work is proposed over problematic ground and subgrade conditions as identified in 

the Draft GER, an over-excavation or undercut and backfill treatment are recommended prior to 

track grading for preliminary engineering plan development. All over excavation/undercut 

material shall be hauled off site and disposed. 

Where forested and cultivated ground conditions and where soils with low strength or high 

shrink/swell properties exist, the subgrade soils are over-excavated and treated as follows: 

 Impacted embankments 5 feet or less in height and cuts of all heights are over 

excavated three feet below the track subgrade and five feet beyond the limits of the 

toe of the planned embankment limits and to the planned track bed prism limits (crest 

of fore slope) for cuts. 

 Over-excavation is backfilled with No. 3 ballast stone with heavy stabilization fabric 

per Table 1-10-2 of AREMA placed on exposed subgrade and every foot vertically 

within the over-excavation. The exposed sides of over-excavation wrapped with filter 

fabric per Table 1-2-1 of AREMA. 

Where wetland and floodplain ground conditions and soft compressible soils exist, the subgrade 

soils are over excavated and treated as follows: 

 Impacted embankments and cuts of any height, the soil is over excavated three feet 

below the track subgrade and five feet beyond the limits of the toe of the planned 

embankment limits and to the planned track bed prism limits (crest of fore slope) for 

cuts. 

 Over-excavation is backfilled with No. 3 ballast stone with heavy stabilization fabric 

per Table 1-10-2 of AREMA placed on exposed subgrade and every foot vertically 

within the over-excavation. The exposed sides of over-excavation wrapped with filter 

fabric per Table 1-2-1 of AREMA. 

Additional details regarding the over-excavation limits and backfill treatment recommendations 

are provided in the Draft GER. 

Over excavation is measured and priced in cubic yards, and the cost includes haul off site and 

disposal. Measurement and payment of over-excavation backfill treatment is covered under Item 

40.05 Embankment (Engineer Fill/Select Borrow).

Item 40.04 Embankment (Common Borrow) (CY) 

Embankment was measured and priced in cubic yards. The same assumptions regarding 

unsuitable material for excavation were used. Embankment quantities were calculated utilizing 

the conceptual design of the third track alignment against the existing digital terrain model. 

Suitable material from excavation would be used to balance the embankment. Any additional 

embankment needed would be considered common borrow. 

Item 40.05 Embankment (Engineer Fill/Select Borrow) (CY) 

Engineer fill or select borrow would be used in the areas of over excavation. Over-excavation 

backfill shall consist of No. 3 ballast stone as described under Item 40.03. Engineer fill or select 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-25 Alternatives Cost Estimate and Methodology Report 

borrow is measured and priced in cubic yards. Heavy stabilization fabric and filter fabric are 

incidental to engineer fill payment. 

Item 40.06 Subballast (TON) 

Subballast shall meet CSXT specifications for mainline track. The subballast quantity was 

measured using the conceptual design and standard typical sections. Subballast was assumed at 

a 6-inch depth and 105 pounds per cubic foot. Subballast was measured and priced in tons. 

4.2.4 Roadway 

Roadway elements reflect costs associated with improving roads and other adjacent sites 

impacted by expanding or otherwise modifying the rail corridor. 

Item 50.01 Asphalt Concrete (SY) 

 Uses Pavement Design Section 3 from the Preliminary Pavement Recommendations. 

This provides a level of conservatism over using Pavement Design Sections 1 and 2; 

Pavement Design Section 4 is only used at one location and is not representative of 

typical project conditions. 

 Unit weights of asphalt concrete: 110 lbs./SY/inch of depth (VDOT IIM LD-158.12) 

 Unit weight of subbase material: 145 lbs./CF 

 VDOT unit costs: Surface $110/ton; Intermediate $95/ton; Base $87/ton; subbase 

$27/ton. These are based on averages in VDOT’s Northern Virginia District and are 

what we have used recently for Fairfax County conceptual level estimating. Use of the 

Northern Virginia prices provides a level of conservatism. Differences in specific 

mixes/materials is beyond the level of detail/accuracy of the conceptual estimate. 

Item 50.02 Curb & Gutter (LF) 

Curb and gutter is measured and priced per linear foot. The quantity assumes 2016 VDOT Road 

and Bridge Standard Section 200.

Item 50.03 Concrete Median (LF) 

Concrete median is measured and priced per linear foot. The quantity assumes 2016 VDOT Road 

and Bridge Standard Section 200.

Item 50.04 Concrete Sidewalk (SF) 

Concrete sidewalk is measured and priced per square foot. The quantity assumes 2016 VDOT 

Road and Bridge Specifications Section 504.

Item 50.05 Clearing and Grubbing (AC) 

Clearing and grubbing areas would have all vegetation removed from the designated area. 

Specific types of vegetation which are to be removed were unspecified. The effort to remove the 

vegetation may vary significant depending on the type of vegetation and density of the 

vegetation. The vegetation that is removed would be hauled from the site and disposed of in an 

acceptable manner. The unit price measurement for the item is per acre. 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-26 Alternatives Cost Estimate and Methodology Report 

Item 50.06 Excavation and Disposal (CY) 

Excavation and disposal includes material considered to be unusable as part of the embankment 

for the Project. The material is either unsuitable for construction or the haul distance was too far 

to include the material in the Project economically. The excavated material would be placed in 

trucks and hauled to a location where the material can be disposed of in an acceptable manner. 

Material that is suitable as fill for the project would be hauled to the work area, spread, and 

compacted to the required density. The unit price measurement for the item is Cubic Yards. 

Item 50.07 Over Excavation/Undercut (CY) 

Over excavated or undercut material was removed for construction of structures or other facilities 

for the Project. Material that is unsuitable would be undercut and removed from the Project. This 

material would be placed in trucks and hauled to a location where the material can be disposed 

of in an acceptable manner. The unit price measurement for the item is Cubic Yards. 

Item 50.08 Embankment (Common Borrow) (CY) 

Embankment was measured and priced in cubic yards. The same assumptions regarding 

unsuitable material for excavation were used. Embankment quantities were calculated utilizing 

the conceptual design of the third track alignment against the existing digital terrain model. 

Suitable material from excavation would be used to balance the embankment. Any additional 

embankment needed would be considered common borrow.

Item 50.09 Embankment (Engineer Fill/Select Borrow) (CY) 

Engineered fill or select borrow would be used in the areas of over excavation or where material 

is needed with specific requirements to be placed around structures as backfill. The Unit of 

measurement for this item is cubic yards. 

Item 50.10 Maintenance of Traffic (%) 

Maintenance of traffic (MOT) is assumed to be 10 percent of the total cost of the roadway 

construction components. This is in line with VDOT roadway projects and is sufficient for the 

conceptual engineering level of detail. 

Item 50.11 Stormwater Management (%) 

Stormwater management is assumed to be 5 percent of the total cost of the roadway components. 

This is in line with other similar projects and is sufficient for the conceptual engineering level of 

detail. 

Item 50.12 Grade Crossing—Concrete Panels (TF) 

The cost includes concrete road crossing panels to match 136 # (RE) rail and installation of the 

panels. The installation of the crossing panels is assumed to be coordinated with CSXT and the 

local transportation authorities. For an existing roadway, barricades are assumed to be required 

during the installation of the crossing panels for traffic control. The unit price measurement for 

the item is Track Feet. 

Item 50.13 Grade Crossing—Quad Gates (EA) 

Grade crossing—quad gates are measured and priced as each per crossing location. The quantity 

and cost include furnish and installation of quad gates (four), advance warning signs, additional 

asphalt (wedge and level) for roadway, and pavement markings. 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-27 Alternatives Cost Estimate and Methodology Report 

Item 50.14 Grade Crossing—Median Separator with Dual Gates (EA) 

Grade crossing—median separator with dual gates is measured and priced as each per crossing 

location. The quantity and cost include furnish and installation of median separator (concrete), 

dual gates, asphalt widening, pavement markings, advance warning signs, and minor roadway 

excavation for asphalt widening. 

Item 50.15 Grade Crossing—Locking Gate (Private Entrances) (EA) 

Grade crossing—locking gate is measured and priced as each per crossing location. The quantity 

and cost include: 

 Manual locking mechanisms, including padlocks 

 Swing-style gates shall open a full 90 degrees and may swing in either direction, shall 

be adequately supported to prevent dragging, and shall be operable by one person. 

 The gate assembly shall be fabricated with 8–5/8” outside diameter by 0.322” pipe per 

ASTM A 53, grade B. with a 48” pipe section at the hinge post and a gate width of 20’. 

 The hinge post will be 6–5/8” outside diameter by 0.432” 0.322” pipe per ASTM A 53, 

grade B, with a 1⁄2” by 18” diameter steel anchor plate, with a concrete footing of 32” 

diameter by 46” tall. 

 The locking post will be 8–5/8” outside diameter by 0.322” pipe per ASTM A 53, grade 

B, with a concrete footing of 24” diameter by 36” tall. 

Item 50.16 Culvert Extension (EA) 

Culvert extensions were based on a 40-foot-long 48-inch RCP pipe, which is capable of carrying 

E-80 Cooper Railroad Loads. The unit price includes connection to the existing pipe and end 

treatment requirements where the pipe outfalls. The unit price measurement for the item is Each. 

Item 50.17 New Culvert (Jack and Bore) (EA) 

Jack and bore costs were based on placing a new pipe completely across the right-of-way which 

was assumed to be 100 feet wide. The unit cost includes the bore pit and the cost of all material 

required to complete the jack and bore. The unit price measurement for the item is Each. 

Items 60.01—60.20 Real Estate (LS) 

VDOT has provided costs for permanent and temporary acquisition, as well as damages, 

condemnation, and costs to residential and business owners for each of the alternatives. These 

have been provided as lump sum costs. 

Items 60.21—60.27 Utilities 

CSXT has provided utility shapefiles to help determine the amount of utility relocations required. 

These costs assume all utilities within the limits of disturbance will be relocated. This is a 

conservative estimate, as some utilities may not require relocation. 

Item 60.21 Fiber Optic Relocation (New Fiber Direct Bury) (LF) 

All cable, phone, and fiber lines are included in this estimate. Cost is in Linear Feet. 
ESTIMATING METHODOLOGY AND STANDARD COST CATEGORIES 

D.C. to Richmond Southeast High Speed Rail 4-28 Alternatives Cost Estimate and Methodology Report 

Item 60.22 Water (LF) 

Water line relocation cost include removal and backfill of the existing pipe. A replacement 24” 

water line is assumed, buried 6’ deep. Cost includes the cost of the trench boxes for installation. 

Estimate is in Linear Feet. 

Item 60.23 Sanitary Sewer (LF) 

Sanitary sewer relocation cost includes removal and backfill of the existing pipe, with a 30” 

concrete replacement pipe buried 8’ deep. Cost of the trench boxes is included. Estimate is in 

Linear Feet. 

Item 60.24 Electric Distribution (LF) 

Electric distribution line relocation cost include demolition of the existing with new underground 

electric distribution lines buried 6’ deep. Cost estimate is in Linear Feet. 

Item 60.25 Electric Transmission (LF) 

Electric transmission relocation assumes transmission towers require relocation. Estimate is 

measured in Linear Feet. 

Item 60.26 Gas (LF) 

An 8-inch gas line was assumed to be the typical gas line relocated on this project. Estimates 

include excavation, backfill and compaction and are measured in Linear Feet of pipe. 

Item 60.27 Major Utility Facility Relocations (EA) 

Major utility relocations include pump house relocations and other singular items that require 

relocation. Cost estimate is per Each. 
 

D.C. to Richmond Southeast High Speed Rail 5-1 Alternatives Cost Estimate and Methodology Report 

ESTIMATE ASSUMPTIONS 

5.1 GENERAL ASSUMPTIONS 

Unit costs reflect the following general assumptions regarding Project construction: 

 Single mobilization/demobilization for the general contractor(s) and their potential 

subcontractors and vendors. 

 All regulatory approvals and federal, state, and local permits would be obtained prior 

to contractor mobilizing. 

 All U.S. Department of Transportation (U.S. DOT)/FRA and DRPT requirements 

would be satisfied prior to contractor mobilizing. 

 Acquisition of any new right-of-way and/or access or construction easements would 

be complete prior to contractor mobilizing. 

 It is assumed that the general contractor(s) and its subcontractors and vendors would 

have reasonable (i.e., typical for similar projects in the region) access to the project 

site(s). 

 Project construction schedule is yet to be determined. 

 Sufficient lay-down and staging areas would be available within rights-of-way. 

 Standard subcontractor rates were used to develop unit costs. It is assumed that the 

subcontractor rates included standard subcontractor burdens. 

5.2 INCLUSIONS 

The estimates for the alternatives reflect material and labor costs to construct the improvements 

reflected in the concept engineering drawings, including track work, highway, station, and utility 

improvements. Contingencies are included to cover improvements that have not yet been 

identified but that will be necessary to complete the project. 

Individual costs reflect mobilization and demobilization, which is not otherwise included as a 

specific line item for the alternatives. 

5.3 EXCLUSIONS 

The following potential Project costs are excluded from the conceptual cost estimates: 

5 
ESTIMATE ASSUMPTIONS 

D.C. to Richmond Southeast High Speed Rail 5-2 Alternatives Cost Estimate and Methodology Report 

 Rehabilitation of existing structures: Existing rail bridges and highway structures 

capable of accommodating proposed improvements were assumed to remain in 

service and not require any project related-improvements. Cost estimates exclude 

improvements to these structures unless specifically identified. 

 Excessive work restrictions and phasing: Unit costs reflect design team experience 

with similar projects in the region and reflect typical operational constraints. Specific 

operational constraint assumptions are excluded from the unit costs and as such, 

constructing certain work elements may incur higher than anticipated costs, 

particularly if construction windows and phasing requirements exceed typical 

projects. 

 Preliminary engineering and NEPA: Professional service costs reflect the engineering 

and permitting efforts needed to take the selected alternative from a preliminary 

engineering level to final design. These costs exclude conceptual engineering, 

preparation of the EIS, and preliminary engineering. 

 Contaminated/hazardous materials: The quantities of contaminated and hazardous 

materials that will be encountered by the project are assumed to be negligible 

compared to the total magnitude of earthwork and other construction activities. Costs 

associated with handling and properly disposing of contaminated and hazardous 

materials is excluded from the estimate. An initial screening of the Project area is being 

performed as part of developing the EIS; if findings indicate contaminated or 

hazardous material is likely to be encountered, the estimate will be updated. 

 Force majeure/weather delays: The cost estimate excludes contingencies associated 

with force majeure or schedule delays based on weather-related events. 

 Third party inspections: Costs for owner-hired inspection services are excluded from 

the cost estimate. 

 Miscellaneous fees: Permit, regulatory, environmental, lease, and temporary 

easement costs are excluded from the cost estimate. 

5.4 HISTORICAL INFLATION 

Where historical costs were used to estimate project costs, an average annual inflation rate of 3.5 

percent was used to escalate costs to 2015 values. 

5.5 FUTURE ESCALATION 

Escalation of unit costs to future years of expenditure uses data from the Bureau of Labor Statistics 

to calculate the Weighted Average Escalation Rates for future construction costs. The following 

four major components of the construction industry are the basis for the Weighted Average 

Escalation Rates: 

 General Conditions 

 Labor 

 Construction Industry (Subcontractors) 

 Materials 
ESTIMATE ASSUMPTIONS 

D.C. to Richmond Southeast High Speed Rail 5-3 Alternatives Cost Estimate and Methodology Report 

Future unit costs are calculated from unit costs based on calendar year 2016 dollars and the 

Weighted Average Escalation Rate for each year.

5.6 CONTINGENCIES 

A single 35 percent contingency was applied to the combined construction and professional 

service costs of each alternative to capture unidentified improvement needs and other cost risks 

not otherwise captured in the standard cost items. 
 

D.C. to Richmond Southeast High Speed Rail 6-1 Alternatives Cost Estimate and Methodology Report 

LIMITATIONS 

6.1 DESIGN LEVEL 

The conceptual cost estimates are based on concept-level designs intended to identify major 

Project impacts and improvement needs. Detailed design of improvements to address specific 

site constraints and opportunities has not been performed. Unit cost estimates are based on 

expected typical conditions; actual costs would vary from location to location based on sitespecific conditions. 

6.2 COST RISKS 

The conceptual costs of the alternatives were developed to compare their relative magnitude of 

cost to one another only. Alternative-specific risk analyses have not been developed at this stage 

of development; all build alternatives are assumed to face the same magnitude of risks for 

purposes of comparing them. 

Numerous risks are recognized to be present at the current stage of Project development that may 

ultimately impact overall project cost. Currently, these risks are predominantly related to how 

they impact timely and successful completion of the NEPA process. The existence of these risks 

and ongoing efforts to define and/or resolve them are being tracked by the project via a risk 

register, but cost impacts have not been estimated for these risks at this time. 

The following risk descriptions will generally apply to any of the alternatives. As the Project is 

developed and coordinated with stakeholders, these risks will become better defined and 

potential cost impacts will be estimated for them. 

6.2.1 Requirements Risk 

The build alternatives have been developed to be conform to CSXT and other applicable design 

standards. However, the designs have not been formally reviewed and approved by CSXT, whose 

approval will be necessary to proceed to construction. The approval process could potentially 

identify additional improvements not specifically accounted for in the concept alternative 

estimates. The project is coordinating efforts with CSXT, FRA, VDOT, and other regulatory 

agencies to ensure the final design is acceptable and approved. 

Highway and municipal improvements, while also designed to conform to applicable criteria, are 

likewise subject to acceptance by the owner. The owner may introduce additional requirements 

to further long term development strategies like increasing highway capacity or implementing 

6 
LIMITATIONS 

D.C. to Richmond Southeast High Speed Rail 6-2 Alternatives Cost Estimate and Methodology Report 

pedestrian, transit, or other quality-of-life improvements. Control of these cost impacts may 

require additional cost sharing agreements between sponsoring agencies. 

Detailed geotechnical investigations have not been completed for the project alternatives; actual 

conditions may affect structure and site development costs. Assumptions are provided in the 

estimate with regard to the anticipated extent of poor soils, and concept structural costs reflect 

design team experience with structures in the region. 

6.2.2 Design Risk 

Professional service costs are currently estimated as a percentage of each build alternative’s 

overall construction cost based on typical industry performance. Depending on the specific scope 

of follow-on design tasks, these costs may be higher or lower than the overall percentage on a 

project-by-project basis. 

6.2.3 Market Risk 

The conceptual cost estimate is based on an assumed schedule; an actual project schedule will not 

be established until a final Record of Decision has been issued. The actual schedule will be subject 

to funding availability and operational needs. Construction scheduled beyond the assumed 

schedule and market conditions at the time of construction will impact Project costs. 

6.2.4 Construction Risk 

Unit costs have been developed based on design team experience with similar projects in the area. 

Specific operational considerations such as constrained work windows and Project sequencing 

can have significant impacts to Project costs. 

Market conditions, including labor costs and availability of materials, would also impact Project 

costs. 
 

D.C. to Richmond Southeast High Speed Rail 7-1 Alternatives Cost Estimate and Methodology Report 

OPINIONS OF PROBABLE CONSTRUCTION COST 

This section includes: 

 A summary of the opinion of probable construction cost by build alternative. 

 A table of the major system unit costs in 2016 dollars and 2025 dollars. 

 A table for each alternative section identifying the quantities for each major system 

and the summation of the costs for the section. 

7 
Full-Corridor No Build 

Alternative

Full-Corridor Build 

Alternative Area Alternatives Sections Section Options 

1A. RO East Alignment 1B. RO West Alignment 1C. RO East and West Alignment 

Northern Virginia

(CFP 109.3 to CFP 62) 2A. Add Main Track (1) 

3A. No Additional Track 3B. Add Main Track 3C. 2-Track Bypass (East) 

Central Virginia

(CFP 48 to CFP 19) 4A. Add Main Track 

5A. No Additional Track 5A. No Additional Track - Ashcake 5B. Add Main Track 5B. Add Main Track - Ashcake 5C. 2-Track Bypass (West) 5C. 2-Track Bypass (West) - Ashcake 5D. 3-Tracks Centered (*) 6A. Staples Mill Only 6B. Boulevard Station Only (A-Line) 6B. Boulevard Station Only (S-Line) (*) 6C. Broad Street Station Only 6D. Main Street Station Only 6E. Main Street / Staples Mill Split Serv6F. Main Street / Staples Mill Full Servi6G. Main Street / Staples Mill Shared S

ESTIMATE EXCLUDES: Procurement of Rolling Stock (All A

2016 $$ 2025 $$ Atlantic Gateway - Franconia to Oc

Minimum Full-Build 3,226,505,129 $ 4,314,363,724 $ Acquisition of Right-of-way (*)Maximum Full- Build $ 4,126,984,874 $ 5,519,074,679

Summary of the Opinion of Probable Construction Cost by Build Alternative

DC2RVA DEIS ALTERNATIVES

RIC

(Greendale to Centralia) CFP 9 to A 11

Ashland

(CFP 19 to CFP 9)

Preferred Alternative 

=

NOV-CEN Build Alternative 

With Selected Options 

+

RIC Build Alternative

NOV-CEN Improved Speed 

(RO to Greendale)

Long Bridge Approach in 

Arlington

(CFP 110 to CFP 109.3)

Fredericksburg 

(CFP 62 to CFP 48)

Summary 7-2 
ITEM DESCRIPTION UNIT 2016 UNIT COST    2025 UNIT COST ASSUMPTIONS

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV orV (concrete ties, ballast, OTM) TF 395 $                      $                      529

To include track above

the subballast.

Subballast, clearing and

grubbing, excavation to

be quantified separately

(under sitework)

10.02 Upgrade Class III or IV to Class IV or

V (New rail and Ties) TF 359 $                      $                      479

10.03 No. 10 Turnout EA 182,505 $              $              243,936

10.04 No. 15 Turnout EA 365,010 $              $              487,873

10.05 No. 20 Turnout EA 434,684 $              $              581,012

10.06 Diamond Crossing EA 470,056 $              $              628,277

10.07 Turnout Removal EA 33,228 $                 $                 44,413

10.08 Track shift/realign TF 139 $                      $                      186

10.09 Track removal TF 40 $                         $                         53

10.10 Signals& Communications (from CHSR) MI 2,740,000 $           $           3,662,284

From CHSR draft 2016

Business Plan ‐ Average

of C&S costs along 520

mile corridor

20 Structures

20.01 Rail Bridge (New Single Parallel) BF 17,425 $                 $                 23,290

20.02 Rail Bridge (New Double Parallel) BF 33,977 $                 $                 45,414

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF 28,886 $                 $                 38,609

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF 70,863 $                 $                 94,716

20.05 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Neabsco Creek BF 75,023 $                 

$              100,275

20.06 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Occocquan Creek BF 44,341 $                 $                 59,266

20.07 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Aquia Creek BF 25,271 $                 $                 33,777

20.08 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Powells Creek BF 32,661 $                 

$                 43,654

20.09 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Potomac Creek BF 35,569 $                 $                 47,541

20.1 Rail Bridge (Major Span– New Double Super and Sub) Lake Near Old Grain Rd BF 28,447 $                 $                 38,022

20.11 Rail Bridge (Major Span– New Double Parallel) Rappahannock River BF 37,159 $                 $                 49,666

20.12 Rail Bridge (Major Span

– New Double Super and Sub) Rappahannock River BF 29,370 $                 $                 39,257

20.13 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) North Anna River BF 25,266 $                 $                 33,771

20.14 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Little River BF 25,124 $                 $                 33,580

20.15 Rail Bridge (Major Span

– New Single Parallel Super with Double Sub) South Anna River BF 35,927 $                 $                 48,020

20.16 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) Mattaponi River BF 22,611 $                 $                 30,222

20.17 Rail Bridge (Minor Span– New Single Parallel Super with Double Sub) Falling Creek BF 24,845 $                 $                 33,208

20.18 Rail Bridge (Major Span– New Single Parallel Super with Double Sub) James River BF 37,661 $                 

$                 50,338

20.19 Restore Track on Downtown Richmond Viaduct BF 7,986 $                   $                 10,675

Assumes 75% of

foundations are

underpinned; 25% of

substructure is

rehabilitated/repaired

20.20 Overhead Structures ‐ New (NOV) SF 721 $                      $                      964

20.21 Overhead Structures ‐ New (CEN/RIC) SF 624 $                      $                      834

20.22 James River Floodwall Penetrations EA 103,737 $              $              138,654

20.23 Pedestrian bridges ‐ Trails BF 18,959 $                 

$                 25,340

20.24 Drainage Structures ‐ over 6' EA 226,101 $              $              302,207

Assume Typical

Structure consists of  

Double 10'x 10' Box

Culvert, say 40 LF with

one Headwall and one

culvert connection

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 177 $                      $                      237

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 222 $                      

$                      297

Assume tie backs;

assume cost is 30%

more than H<10'

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 147 $                      $                      196

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 279 $                      $                      373

Assume deep

foundations; assume

cost is 30% more than

H<10'

20.29 Retaining Walls ‐ MSE (roadways& overpass bridges) SF 73 $                         $                         97

20.30 Crashwalls LF 4,953 $                   $                   6,620

30 Stations

30.01 Station Building‐ Small SF 305 $                      

$                      408

30.02 Station Building ‐ Medium SF 301 $                      $                      403

30.03 Station Building ‐ Large SF 298 $                      $                      398

30.04 Main Street Station Upgrade ‐ med SF 189 $                      $                      253

30.05 Main Street Station Upgrade ‐ Large SF 186 $                      $                      248

30.06 Platforms ‐ New (Passenger Only) SF 46 $                         $                         62

30.07 Platforms ‐ New (Maintenance Only) SF 36 $                         $                         48

30.08 Platforms ‐ Expansion SF 38 $                         $                         51

30.09 Platforms ‐ New (Passenger With Service) SF 50 $                         

$                         66

30.10 Vertical Access EA 150,000 $              $              200,490

30.11 Ped Bridge ‐ For Stations BF 29,442 $                 $                 39,794

30.12 Ped Tunnel LS 332,254 $              $              444,090

30.13 Parking ‐ Structure Stall 33,256 $                 $                 44,449

30.14 Parking ‐ Surface lot Stall 2,783 $                   $                   3,720

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 19,909 $                 $                 26,611

40.02 Excavation (and Disposal) CY 49 $                         $                         65

40.03 Over Excavation/Undercut CY$                         55$                         74

40.04 Embankment (Common Borrow) CY 32 $                         

$                         42

40.05 Embankment (Engineer Fill/Select Borrow) CY 38 $                         $                         51

40.06 Subballast Ton 44 $                         $                         58

40.07 Site Utilities, Utility Relocation ‐ VDOT (Major Gas Pipelines, Electric, Fiber, Phone) LS$                       ‐

40.08 Site Utilities, Utility Relocation ‐ Minor Gas Pipelines LF$                       ‐

40.09 Site Utilities, Utility Relocation ‐ Water Pipelines LF$                       ‐

40.1 Site Utilities, Utility Relocation ‐ Sanitary Sewer Pipelines LF$                       ‐

50 Roadway

50.01 Asphalt Concrete SY 141 $                      $                      189

This will include surface,

intermediate, base and

agreggate since

pavement design is not

known.

50.02 Curb& Gutter LF 56 $                         $                         75

50.03 Concrete Median LF 114 $                      $                      152

50.04 Concrete Sidewalk SF 12 $                         $                         16

50.05 Clearing and Grubbing Acre 20,905 $                 $                 27,941

50.06 Excavation (and Disposal) CY 51 $                         $                         68

50.07 Over Excavation/Undercut CY$                         58$                         77

50.08 Embankment (Common Borrow) CY 33 $                         

$                         44

50.09 Embankment (Engineer Fill/Select Borrow) CY 40 $                         $                         54

50.1 Maintenance of Traffic 0.1

Percentage of

summation of Items

50.01 to 50.09

50.11 Stormwater Management 0.05

Percentage of

summation of Items

50.01 to 50.09

50.12 Grade Crossing ‐ Concrete Panels TF 1,297.47                                1,734.20

50.13 Grade Crossing ‐ Quad Gates EA 542,996 $              $              725,769

Per location, will note if

only one side needs to

be replaced

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 282,034 $              $              376,966

Per location, this will

include the gates,

concrete median,

delineators and asphalt

for additional width

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 21,720 $                 $                 29,031 Per location, includes

2

gates

50.16 Culvert Extension (less than6‐ft dia.) EA 19,571.69                            26,159.52

50.17 New Culvert (Jack and Bore) EA 150,000                                    200,490 $1,500

/ LF for

approximately 100LF

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS$                       ‐

60.03          Temporary Acquisition LS$                       ‐

60.04          Damages LS$                       ‐

60.05          Condemnation LS$                       ‐

60.06          Admin Cost LS$                       ‐

60.07          Admin Settlement LS$                       ‐

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LS

$                       

‐

60.10          Residential (Tenants) LS$                       ‐

60.11          Business (Owners and Tenants) LS$                       ‐

60.12          Others (Personal Property Moves) LS$                       ‐

60.13          Unspecified LS$                       ‐

60.14     Services

60.15          Property Management LS$                       ‐

60.16          Agency LS$                       ‐

60.17          Contractor R/W Services (Title/Appraisal, etc) LS$                       ‐

60.18          Legal Services LS$                       ‐

60.19          Unspecified LS$                       ‐

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 47 $                         

$                   62.82

60.22          Water LF 261 $                      $                 348.85

60.23          Sanitary Sewer LF 395 $                      $                 527.96

60.24          Electric Distribution LF 297 $                      $                 396.97

60.25          Electric Transmission LF 5,000 $                   $             6,683.00

60.26          Gas LF 750 $                      $             1,002.45

60.27          Major Utility Facility Relocations EA 250,000 $              $         334,150.00

DC2RVA UNIT COSTS

Unit Costs 7-3 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF                4,958 $                         395 $                         529 $                       1,958,410 $                       2,620,896

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF                    ‐ $                         359 $                          ‐ 479 $                                    ‐ $                                   

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    ‐ $                                   

10.04 No. 15 Turnout EA                        1 $                 365,010 $                 487,873 $                          365,010 $                          487,873

10.05 No. 20 Turnout EA                      12 $                 434,684 $                 581,012 $                       5,216,208 $                       6,972,142

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    ‐ $                                   

10.07 Turnout Removal EA                        6 $                   33,228 $                   44,413 $                          199,368 $                          266,476

10.08 Track shift/realign TF                6,828 $                         139 $                         186 $                          949,092 $                       1,269,467

10.09 Track removal TF 1,916                 $                           40 $                           53 $                            76,640 $                          101,191

10.1 Signals & Communications (from CHSR) MI 1                         $              2,740,000 $              3,662,284 $                       1,918,000 $                       2,563,599

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                    ‐ 23,290 $                                    ‐ $                                   

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    ‐ $                                   

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    ‐ $                                   

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    ‐ $                                   

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    ‐ $                                   

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    ‐ $                                   

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    ‐ $                                   

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    ‐ $                                   

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    ‐ $                                   

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    ‐ $                                   

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    ‐ $                                   

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF $                   29,370 $                    ‐ 39,257 $                                    ‐ $                                   

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    ‐ $                                   

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    ‐ $                                   

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    ‐ $                                   

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    ‐ $                                   

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    ‐ $                                   

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    ‐ $                                   

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    ‐ $                                   

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    ‐ $                                   

20.21 Overhead Structures ‐ New (CEN/RIC) SF                    ‐ $                         624 $                          ‐ 834 $                                    ‐ $                                   

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    ‐ $                                   

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    ‐ $                                   

20.24 Drainage Structures ‐ over 6' EA                    ‐ $                 226,101 $                  ‐ 302,207 $                                    ‐ $                                   

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 3,690                 $                         177 $                         237 $                          654,627 $                          874,975

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    ‐ $                                   

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    ‐ $                                   

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    ‐ $                                   

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    ‐ $                                   

20.30 Crashwalls LF $                      4,953 $                       ‐ 6,620 $                                    ‐ $                                   

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    ‐ $                                   

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    ‐ $                                   

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    ‐ $                                   

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    ‐ $                                   

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    ‐ $                                   

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    ‐ $                                   

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    ‐ $                                   

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    ‐ $                                   

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    ‐ $                                   

30.10 Vertical Access EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    ‐ $                                   

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    ‐ $                                   

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    ‐ $                                   

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    ‐ $                                   

30.14 Parking ‐ Surface lot Stall                    ‐ $                      2,783 $                       ‐ 3,720 $                                    ‐ $                                   

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 5                         $                   19,909 $                   26,611 $                          100,343 $                          134,118

40.02 Excavation (and Disposal) CY 15,323               $                           49 $                           65 $                          745,104 $                          995,906

40.03 Over Excavation/Undercut CY              23,234 $                           55 $                           74 $                       1,280,427 $                       1,711,419

40.04 Embankment (Common Borrow) CY                    ‐ $                           32 $                            ‐ 42 $                                    ‐ $                                   

40.05 Embankment (Engineer Fill/Select Borrow) CY 23,234               $                           38 $                           51 $                          886,884 $                       1,185,409

40.06 Subballast Ton 6,090                 $                           44 $                           58 $                          266,522 $                          356,233

50 Roadway

50.01 Asphalt Concrete SY                    ‐ $                         141 $                          ‐ 189 $                                    ‐ $                                   

50.02 Curb & Gutter LF                    ‐ $                           56 $                            ‐ 75 $                                    ‐ $                                   

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    ‐ $                                   

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    ‐ $                                   

50.05 Clearing and Grubbing Acre                    ‐ $                   20,905 $                    ‐ 27,941 $                                    ‐ $                                   

50.06 Excavation (and Disposal) CY                    ‐ $                           51 $                            ‐ 68 $                                    ‐ $                                   

50.07 Over Excavation/Undercut CY  ‐                     $                           58 $                            ‐ 77 $                                    ‐ $                                   

50.08 Embankment (Common Borrow) CY                    ‐ $                           33 $                            ‐ 44 $                                    ‐ $                                   

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    ‐ $                                   

50.10 Maintenance of Traffic 10% 1                         $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

50.11 Stormwater Management 5% 1                         $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

50.12 Grade Crossing ‐ Concrete Panels TF                    ‐ $                      1,297 $                       ‐ 1,734 $                                    ‐ $                                   

50.13 Grade Crossing ‐ Quad Gates EA                    ‐ $                 542,996 $                  ‐ 725,769 $                                    ‐ $                                   

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA                    ‐ $                 282,034 $                  ‐ 376,966 $                                    ‐ $                                   

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    ‐ $                                   

50.16 Culvert Extension (less than 6‐ft dia.) EA                    ‐ $                   19,572 $                    ‐ 26,160 $                                    ‐ $                                   

50.17 New Culvert (Jack and Bore) EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    ‐ $                                   

DC2RVA ‐ NOV 1A ‐ RO East

NOV 1A 7-4 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 1A ‐ RO East

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              3,749,000 $              5,010,913 $                       3,749,000 $                       5,010,913

60.03          Temporary Acquisition LS 1                         $                 251,900 $                 336,690 $                          251,900 $                          336,690

60.04          Damages LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.05          Condemnation LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.10          Residential (Tenants) LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.11          Business (Owners and Tenants) LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.12          Others (Personal Property Moves) LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.13          Unspecified LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.14     Services

60.15          Property Management LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.16          Agency LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.17          Contractor R/W Services (Title/Appraisal, etc) LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.18          Legal Services LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.19          Unspecified LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF                    ‐ $                           47 $                            ‐ 63 $                                    ‐ $                                   

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    ‐ $                                   

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    ‐ $                                   

60.24          Electric Distribution LF                    ‐ $                         297 $                          ‐ 397 $                                    ‐ $                                   

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    ‐ $                                   

60.26          Gas LF                    ‐ $                         750 $                       ‐ 1,002 $                                    ‐ $                                   

60.27          Major Utility Facility Relocations EA                    ‐ $                 250,000 $                  ‐ 334,150 $                                    ‐ $                                   

Subtotal $                     18,617,536 $                     24,887,307

6% Professional services 1,117,052 $                        $                       1,493,238

35% Contingency 6,907,106 $                        $                       9,233,191

Project Total 26,641,69 $                     4 $                    35,613,737

NOV 1A 7-5 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF                4,273 $                         395 $                         529 $                       1,687,835 $                       2,258,792

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF                    ‐ $                         359 $                          ‐ 479 $                                    ‐ $                                   

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    ‐ $                                   

10.04 No. 15 Turnout EA                        1 $                 365,010 $                 487,873 $                          365,010 $                          487,873

10.05 No. 20 Turnout EA                      10 $                 434,684 $                 581,012 $                       4,346,840 $                       5,810,119

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    ‐ $                                   

10.07 Turnout Removal EA                        4 $                   33,228 $                   44,413 $                          132,912 $                          177,651

10.08 Track shift/realign TF                8,319 $                         139 $                         186 $                       1,156,341 $                       1,546,674

10.09 Track removal TF                2,130 $                           40 $                           53 $                            85,200 $                          112,493

10.1 Signals & Communications (from CHSR) MI 1                         $              2,740,000 $              3,662,284 $                       1,918,000 $                       2,563,599

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                    ‐ 23,290 $                                    ‐ $                                   

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    ‐ $                                   

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    ‐ $                                   

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    ‐ $                                   

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    ‐ $                                   

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    ‐ $                                   

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    ‐ $                                   

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    ‐ $                                   

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    ‐ $                                   

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    ‐ $                                   

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    ‐ $                                   

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    ‐ $                                   

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    ‐ $                                   

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    ‐ $                                   

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    ‐ $                                   

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    ‐ $                                   

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    ‐ $                                   

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    ‐ $                                   

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    ‐ $                                   

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    ‐ $                                   

20.21 Overhead Structures ‐ New (CEN/RIC) SF                    ‐ $                         624 $                          ‐ 834 $                                    ‐ $                                   

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    ‐ $                                   

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    ‐ $                                   

20.24 Drainage Structures ‐ over 6' EA                    ‐ $                 226,101 $                  ‐ 302,207 $                                    ‐ $                                   

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 1,237                 $                         177 $                         237 $                          219,451 $                          293,318

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    ‐ $                                   

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF $                         147 $                          ‐ 196 $                                    ‐ $                                   

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF $                         279 $                          ‐ 373 $                                    ‐ $                                   

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    ‐ $                                   

20.30 Crashwalls LF                    ‐ $                      4,953 $                       ‐ 6,620 $                                    ‐ $                                   

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    ‐ $                                   

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    ‐ $                                   

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    ‐ $                                   

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    ‐ $                                   

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    ‐ $                                   

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    ‐ $                                   

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    ‐ $                                   

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    ‐ $                                   

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    ‐ $                                   

30.10 Vertical Access EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    ‐ $                                   

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    ‐ $                                   

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    ‐ $                                   

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    ‐ $                                   

30.14 Parking ‐ Surface lot Stall                    ‐ $                      2,783 $                       ‐ 3,720 $                                    ‐ $                                   

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 9                         $                   19,909 $                   26,611 $                          175,600 $                          234,707

40.02 Excavation (and Disposal) CY 15,523               $                           49 $                           65 $                          754,830 $                       1,008,905

40.03 Over Excavation/Undercut CY              29,148 $                           55 $                           74 $                       1,606,348 $                       2,147,045

40.04 Embankment (Common Borrow) CY                    ‐ $                           32 $                            ‐ 42 $                                    ‐ $                                   

40.05 Embankment (Engineer Fill/Select Borrow) CY 29,148               $                           38 $                           51 $                       1,112,632 $                       1,487,144

40.06 Subballast Ton 6,408                 $                           44 $                           58 $                          280,439 $                          374,835

50 Roadway

50.01 Asphalt Concrete SY                    ‐ $                         141 $                          ‐ 189 $                                    ‐ $                                   

50.02 Curb & Gutter LF                    ‐ $                           56 $                            ‐ 75 $                                    ‐ $                                   

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    ‐ $                                   

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    ‐ $                                   

50.05 Clearing and Grubbing Acre                    ‐ $                   20,905 $                    ‐ 27,941 $                                    ‐ $                                   

50.06 Excavation (and Disposal) CY                    ‐ $                           51 $                            ‐ 68 $                                    ‐ $                                   

50.07 Over Excavation/Undercut CY  ‐                     $                           58 $                            ‐ 77 $                                    ‐ $                                   

50.08 Embankment (Common Borrow) CY                    ‐ $                           33 $                            ‐ 44 $                                    ‐ $                                   

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    ‐ $                                   

50.10 Maintenance of Traffic 10% 1                         $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

50.11 Stormwater Management 5% 1                         $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

50.12 Grade Crossing ‐ Concrete Panels TF                    ‐ $                      1,297 $                       ‐ 1,734 $                                    ‐ $                                   

50.13 Grade Crossing ‐ Quad Gates EA                    ‐ $                 542,996 $                  ‐ 725,769 $                                    ‐ $                                   

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA                    ‐ $                 282,034 $                  ‐ 376,966 $                                    ‐ $                                   

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    ‐ $                                   

50.16 Culvert Extension (less than 6‐ft dia.) EA                    ‐ $                   19,572 $                    ‐ 26,160 $                                    ‐ $                                   

50.17 New Culvert (Jack and Bore) EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    ‐ $                                   

DC2RVA ‐ NOV 1B ‐ RO West

NOV 1B 7-6 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 1B ‐ RO West

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              9,620,000 $            12,858,092 $                       9,620,000 $                     12,858,092

60.03          Temporary Acquisition LS 1                         $                 811,500 $              1,084,651 $                          811,500 $                       1,084,651

60.04          Damages LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.05          Condemnation LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.10          Residential (Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.11          Business (Owners and Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF                    ‐ $                           47 $                            ‐ 63 $                                    ‐ $                                   

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    ‐ $                                   

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    ‐ $                                   

60.24          Electric Distribution LF 400                    $                         297 $                         397 $                          118,800 $                          158,788

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    ‐ $                                   

60.26          Gas LF                    ‐ $                         750 $                       ‐ 1,002 $                                    ‐ $                                   

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    ‐ $                                   

Subtotal $                     24,391,738 $                     32,604,685

6% Professional services 1,463,504 $                        $                       1,956,281

35% Contingency 9,049,335 $                        $                     12,096,338

Project Total 34,904,577 $                     $                    46,657,304

NOV 1B 7-7 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF                3,315 $                         395 $                         529 $                       1,309,425 $                       1,752,374

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF                    ‐ $                         359 $                          ‐ 479 $                                    ‐ $                                   

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    ‐ $                                   

10.04 No. 15 Turnout EA                        1 $                 365,010 $                 487,873 $                          365,010 $                          487,873

10.05 No. 20 Turnout EA                        6 $                 434,684 $                 581,012 $                       2,608,104 $                       3,486,071

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    ‐ $                                   

10.07 Turnout Removal EA                    ‐ $                   33,228 $                    ‐ 44,413 $                                    ‐ $                                   

10.08 Track shift/realign TF                8,456 $                         139 $                         186 $                       1,175,384 $                       1,572,146

10.09 Track removal TF                   878 $                           40 $                           53 $                            35,120 $                            46,370

10.1 Signals & Communications (from CHSR) MI                        1 $              2,740,000 $              3,662,284 $                       1,918,000 $                       2,563,599

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                    ‐ 23,290 $                                    ‐ $                                   

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    ‐ $                                   

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    ‐ $                                   

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    ‐ $                                   

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    ‐ $                                   

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    ‐ $                                   

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    ‐ $                                   

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    ‐ $                                   

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    ‐ $                                   

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    ‐ $                                   

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    ‐ $                                   

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    ‐ $                                   

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    ‐ $                                   

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    ‐ $                                   

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    ‐ $                                   

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    ‐ $                                   

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    ‐ $                                   

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    ‐ $                                   

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    ‐ $                                   

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    ‐ $                                   

20.21 Overhead Structures ‐ New (CEN/RIC) SF                    ‐ $                         624 $                          ‐ 834 $                                    ‐ $                                   

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    ‐ $                                   

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    ‐ $                                   

20.24 Drainage Structures ‐ over 6' EA                    ‐ $                 226,101 $                  ‐ 302,207 $                                    ‐ $                                   

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 1,494                 $                         177 $                         237 $                          265,044 $                          354,258

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    ‐ $                                   

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    ‐ $                                   

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    ‐ $                                   

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    ‐ $                                   

20.30 Crashwalls LF                    ‐ $                      4,953 $                       ‐ 6,620 $                                    ‐ $                                   

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    ‐ $                                   

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    ‐ $                                   

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    ‐ $                                   

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    ‐ $                                   

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    ‐ $                                   

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    ‐ $                                   

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    ‐ $                                   

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    ‐ $                                   

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    ‐ $                                   

30.10 Vertical Access EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    ‐ $                                   

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    ‐ $                                   

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    ‐ $                                   

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    ‐ $                                   

30.14 Parking ‐ Surface lot Stall                    ‐ $                      2,783 $                       ‐ 3,720 $                                    ‐ $                                   

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 9                         $                   19,909 $                   26,611 $                          179,383 $                          239,763

40.02 Excavation (and Disposal) CY 15,423               $                           49 $                           65 $                          749,967 $                       1,002,406

40.03 Over Excavation/Undercut CY              28,051 $                           55 $                           74 $                       1,545,892 $                       2,066,240

40.04 Embankment (Common Borrow) CY                    ‐ $                           32 $                            ‐ 42 $                                    ‐ $                                   

40.05 Embankment (Engineer Fill/Select Borrow) CY 28,051               $                           38 $                           51 $                       1,070,758 $                       1,431,175

40.06 Subballast Ton 5,952                 $                           44 $                           58 $                          260,483 $                          348,161

50 Roadway

50.01 Asphalt Concrete SY                    ‐ $                         141 $                          ‐ 189 $                                    ‐ $                                   

50.02 Curb & Gutter LF                    ‐ $                           56 $                            ‐ 75 $                                    ‐ $                                   

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    ‐ $                                   

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    ‐ $                                   

50.05 Clearing and Grubbing Acre                    ‐ $                   20,905 $                    ‐ 27,941 $                                    ‐ $                                   

50.06 Excavation (and Disposal) CY                    ‐ $                           51 $                            ‐ 68 $                                    ‐ $                                   

50.07 Over Excavation/Undercut CY                    ‐ $                           58 $                            ‐ 77 $                                    ‐ $                                   

50.08 Embankment (Common Borrow) CY                    ‐ $                           33 $                            ‐ 44 $                                    ‐ $                                   

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    ‐ $                                   

50.10 Maintenance of Traffic 10%                         ‐ 1 $                           ‐ $                           ‐ $                                    ‐ $                                   

50.11 Stormwater Management 5% 1                         $                           ‐ ‐ $                           ‐ $                                    ‐ $                                   

50.12 Grade Crossing ‐ Concrete Panels TF                    ‐ $                      1,297 $                       ‐ 1,734 $                                    ‐ $                                   

50.13 Grade Crossing ‐ Quad Gates EA                    ‐ $                 542,996 $                  ‐ 725,769 $                                    ‐ $                                   

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA                    ‐ $                 282,034 $                  ‐ 376,966 $                                    ‐ $                                   

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    ‐ $                                   

50.16 Culvert Extension (less than 6‐ft dia.) EA                    ‐ $                   19,572 $                    ‐ 26,160 $                                    ‐ $                                   

50.17 New Culvert (Jack and Bore) EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    ‐ $                                   

DC2RVA ‐ NOV 1C ‐ RO East‐West

NOV 1C 7-8 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 1C ‐ RO East‐West

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS                        1 $              9,715,000 $            12,985,069 $                       9,715,000 $                     12,985,069

60.03          Temporary Acquisition LS                        1 $                 812,700 $              1,086,255 $                          812,700 $                       1,086,255

60.04          Damages LS                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.05          Condemnation LS                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.06          Admin Cost LS                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.07          Admin Settlement LS                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.10          Residential (Tenants) LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.11          Business (Owners and Tenants) LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.12          Others (Personal Property Moves) LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.13          Unspecified LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.14     Services

60.15          Property Management LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.16          Agency LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.18          Legal Services LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.19          Unspecified LF                     ‐ ‐ $                           ‐ $                           ‐ $                                    ‐ $                                   

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF                    ‐ $                           47 $                            ‐ 63 $                                    ‐ $                                   

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    ‐ $                                   

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    ‐ $                                   

60.24          Electric Distribution LF                   400 $                         297 $                         397 $                          118,800 $                          158,788

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    ‐ $                                   

60.26          Gas LF                    ‐ $                         750 $                       ‐ 1,002 $                                    ‐ $                                   

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    ‐ $                                   

Subtotal $                     22,129,070 $                     29,580,547

6% Professional services 1,327,744 $                        $                       1,774,833

35% Contingency 8,209,885 $                        $                     10,974,383

Project Total 31,666,699 $                     $                    42,329,763

NOV 1C 7-9 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF           182,640 $                         395 $                         529 $                     72,142,800 $96,547,084

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF           154,056 $                         359 $                         479 $                     55,306,104 $73,866,796

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA                        4 $                 365,010 $                 487,873 $                       1,460,040 $1,951,490

10.05 No. 20 Turnout EA                      46 $                 434,684 $                 581,012 $                     19,995,464 $26,726,546

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                      13 $                   33,228 $                   44,413 $                          431,964 $577,365

10.08 Track shift/realign TF           235,852 $                         139 $                         186 $                     32,783,428 $43,849,772

10.09 Track removal TF              20,731 $                           40 $                           53 $                          829,240 $1,094,875

10.1 Signals & Communications (from CHSR) MI 47                       $              2,740,000 $              3,662,284 $                  128,780,000 $172,127,348

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   924 $                   17,425 $                   23,290 $                     16,100,242 $21,519,584

20.02 Rail Bridge (New Double Parallel) BF $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                   780 $                   75,023 $                 100,275 $                     58,517,646 $78,214,686

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                   950 $                   44,341 $                   59,266 $                     42,123,862 $56,302,754

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                1,360 $                   25,271 $                   33,777 $                     34,368,839 $45,937,390

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                1,115 $                   32,661 $                   43,654 $                     36,416,810 $48,674,708

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                   400 $                   35,569 $                   47,541 $                     14,227,473 $19,016,440

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF $                   35,927 $                    ‐ 48,020 $                                    $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF 250                    $                      7,986 $                   10,675 $                       1,996,500 $2,668,750

20.20 Overhead Structures ‐ New (NOV) SF              94,537 $                         721 $                         964 $                     68,161,177 $91,133,668

20.21 Overhead Structures ‐ New (CEN/RIC) SF $                         624 $                          ‐ 834 $                                    $0

20.22 James River Floodwall Penetrations EA $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA 24                       $                 226,101 $                 302,207 $                       5,426,428 $7,252,964

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF              66,904 $                         177 $                         237 $                     11,869,156 $15,864,314

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                3,604 $                         222 $                         297 $                          800,016 $1,069,302

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF              34,523 $                         147 $                         196 $                       5,065,858 $6,771,026

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF              18,316 $                         279 $                         373 $                       5,110,809 $6,831,107

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF $                           73 $                            ‐ 97 $                                    $0

20.30 Crashwalls LF                   160 $                      4,953 $                      6,620 $                          792,496 $1,059,250

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    $0

30.09 Platforms ‐ New (Passenger With Service) SF              20,400 $                           50 $                           66 $                       1,010,610 $1,350,781

30.10 Vertical Access EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    $0

30.11 Ped Bridge ‐ For Stations BF                   812 $                   29,442 $                   39,794 $                     23,906,529 $32,312,459

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                   150 $                      2,783 $                      3,720 $                          417,460 $557,977

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   310 $                   19,909 $                   26,611 $                       6,173,880 $8,252,008

40.02 Excavation (and Disposal) CY           910,933 $                           49 $                           65 $                     44,295,506 $59,205,373

40.03 Over Excavation/Undercut CY        1,264,502 $                           55 $                           74 $                     69,686,783 $93,143,354

40.04 Embankment (Common Borrow) CY           534,996 $                           32 $                           42 $                     16,866,389 $22,543,616

40.05 Embankment (Engineer Fill/Select Borrow) CY        1,264,502 $                           38 $                           51 $                     48,268,345 $64,515,470

40.06 Subballast Ton           228,050 $                           44 $                           58 $                       9,980,351 $13,339,737

50 Roadway

50.01 Asphalt Concrete SY 36,311               $                         141 $                         189 $                       5,129,294 $6,855,814

50.02 Curb & Gutter LF 6,128                 $                           56 $                           75 $                          344,171 $460,019

50.03 Concrete Median LF 552                    $                         114 $                         152 $                            62,944 $84,131

50.04 Concrete Sidewalk SF 4,399                 $                           12 $                           16 $                            52,407 $70,048

50.05 Clearing and Grubbing Acre 22                       $                   20,905 $                   27,941 $                          459,900 $614,702

50.06 Excavation (and Disposal) CY 46,111               $                           51 $                           68 $                       2,354,329 $3,146,796

50.07 Over Excavation/Undercut CY              92,837 $                           58 $                           77 $                       5,372,065 $7,180,303

50.08 Embankment (Common Borrow) CY 86,072               $                           33 $                           44 $                       2,853,036 $3,813,367

50.09 Embankment (Engineer Fill/Select Borrow) CY 92,837               $                           40 $                           54 $                       3,724,331 $4,977,941

50.10 Maintenance of Traffic 10% 1                         $              2,035,248 $              2,720,313 $                       2,035,248 $2,720,313

50.11 Stormwater Management 5% 1                         $              1,017,624 $              1,360,157 $                       1,017,624 $1,360,157

50.12 Grade Crossing ‐ Concrete Panels TF 250                    $                      1,297 $                      1,734 $                          324,367 $433,549

50.13 Grade Crossing ‐ Quad Gates EA 6                         $                 542,996 $                 725,769 $                       3,257,977 $4,354,612

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA                    ‐ $                 282,034 $                  ‐ 376,966 $                                    $0

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 1                         $                   21,720 $                   29,031 $                            21,720 $29,031

50.16 Culvert Extension (less than 6‐ft dia.) EA 166                    $                   19,572 $                   26,160 $                       3,248,901 $4,342,480

50.17 New Culvert (Jack and Bore) EA 48                       $                 150,000 $                 200,490 $                       7,200,000 $9,623,520

DC2RVA ‐ NOV 2A ‐ Build (MP 109 to MP 62)

NOV 2A 7-10 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 2A ‐ Build (MP 109 to MP 62)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $            87,944,800 $         117,547,020 $                     87,944,800 $117,547,020

60.03          Temporary Acquisition LS 1                         $            21,016,400 $            28,090,520 $                     21,016,400 $28,090,520

60.04          Damages LS 1                         $                 200,000 $                 267,320 $                          200,000 $267,320

60.05          Condemnation LS 1                         $                   70,000 $                   93,562 $                            70,000 $93,562

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF 1                         $                 406,500 $                 543,328 $                          406,500 $543,328

60.10          Residential (Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.11          Business (Owners and Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 3,000                 $                           47 $                           63 $                          141,000 $188,461

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    $0

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF 2,000                 $                         297 $                         397 $                          594,000 $793,940

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 45,000               $                         750 $                      1,002 $                     33,750,000 $45,110,250

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $               1,014,893,219 $               1,356,979,177

6% Professional services 60,893,593 $                      $                     81,418,751

35% Contingency 376,525,384 $                   $                  503,439,275

Remove Franconia to Occoquan (MP 99 to MP 90) $                  216,307,431 $                  289,217,303

Project Total 1,236,004,765 $                $               1,652,619,899

NOV 2A 7-11 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              22,014 $                         395 $                         529 $                       8,695,530 $11,637,032

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              15,692 $                         359 $                         479 $                       5,633,428 $7,524,003

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      12 $                 434,684 $                 581,012 $                       5,216,208 $6,972,142

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                    ‐ $                   33,228 $                    ‐ 44,413 $                                    $0

10.08 Track shift/realign TF              46,612 $                         139 $                         186 $                       6,479,068 $8,666,136

10.09 Track removal TF              14,186 $                           40 $                           53 $                          567,440 $749,211

10.1 Signals & Communications (from CHSR) MI 14                       $              2,740,000 $              3,662,284 $                     38,360,000 $51,271,976

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                1,054 $                   17,425 $                   23,290 $                     18,365,428 $24,547,231

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF                    ‐ $                         624 $                          ‐ 834 $                                    $0

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA 5                         $                 226,101 $                 302,207 $                       1,130,506 $1,511,034

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF              11,528 $                         177 $                         237 $                       2,045,134 $2,733,526

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                   356 $                         222 $                         297 $                            79,025 $105,625

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                5,735 $                         147 $                         196 $                          841,546 $1,124,811

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                   794 $                         279 $                         373 $                          221,554 $296,129

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    $0

20.30 Crashwalls LF                      90 $                      4,953 $                      6,620 $                          445,779 $595,828

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    $0

30.02 Station Building ‐ Medium SF 6,800                 $                         301 $                         403 $                       2,049,489 $2,739,347

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF 25,500.00         $                           38 $                           51 $                          971,024 $1,297,870

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    $0

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    $0

30.12 Ped Tunnel LS 1                         $                 332,254 $                 444,090 $                          332,254 $444,090

30.13 Parking ‐ Structure Stall                   225 $                   33,256 $                   44,449 $                       7,482,488 $10,001,093

30.14 Parking ‐ Surface lot Stall                      29 $                      2,783 $                      3,720 $                            80,709 $107,876

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                      58 $                   19,909 $                   26,611 $                       1,153,546 $1,541,830

40.02 Excavation (and Disposal) CY           241,329 $                           49 $                           65 $                     11,734,991 $15,684,988

40.03 Over Excavation/Undercut CY              53,575 $                           55 $                           74 $                       2,952,522 $3,946,340

40.04 Embankment (Common Borrow) CY                    ‐ $                           32 $                            ‐ 42 $                                    $0

40.05 Embankment (Engineer Fill/Select Borrow) CY              53,575 $                           38 $                           51 $                       2,045,055 $2,733,421

40.06 Subballast Ton              37,139 $                           44 $                           58 $                       1,625,346 $2,172,438

50 Roadway

50.01 Asphalt Concrete SY                    ‐ $                         141 $                          ‐ 189 $                                    $0

50.02 Curb & Gutter LF                    ‐ $                           56 $                            ‐ 75 $                                    $0

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre                    ‐ $                   20,905 $                    ‐ 27,941 $                                    $0

50.06 Excavation (and Disposal) CY                    ‐ $                           51 $                            ‐ 68 $                                    $0

50.07 Over Excavation/Undercut CY  ‐                     $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY                    ‐ $                           33 $                            ‐ 44 $                                    $0

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 10% 1                         $                           ‐ ‐ $                           ‐ $                                    $0

50.11 Stormwater Management 5% 1                         $                           ‐ ‐ $                           ‐ $                                    $0

50.12 Grade Crossing ‐ Concrete Panels TF 40                       $                      1,297 $                      1,734 $                            51,899 $69,368

50.13 Grade Crossing ‐ Quad Gates EA 1                         $                 542,996 $                 725,769 $                          542,996 $725,769

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA                    ‐ $                 282,034 $                  ‐ 376,966 $                                    $0

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 27                       $                   19,572 $                   26,160 $                          528,436 $706,307

50.17 New Culvert (Jack and Bore) EA 10                       $                 150,000 $                 200,490 $                       1,500,000 $2,004,900

DC2RVA ‐ NOV 3A ‐ Minor (MP 62 to MP 48)

NOV 3A 7-12 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 3A ‐ Minor (MP 62 to MP 48)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              1,587,000 $              2,121,184 $                       1,587,000 $2,121,184

60.03          Temporary Acquisition LS 1                         $                 186,300 $                 249,009 $                          186,300 $249,009

60.04          Damages LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.05          Condemnation LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.11          Business (Owners and Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 1,500                 $                           47 $                           63 $                            70,500 $94,230

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    $0

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF                    ‐ $                         297 $                          ‐ 397 $                                    $0

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 3,500                 $                         750 $                      1,002 $                       2,625,000 $3,508,575

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  125,600,199 $                  167,883,320

6% Professional services 7,536,012 $                        $                     10,072,999

35% Contingency 46,597,674 $                      $                     62,284,712

Project Total 179,733,885 $                   $                  240,241,030

NOV 3A 7-13 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              45,957 $                         395 $                         529 $                     18,153,015 $24,293,771

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              11,981 $                         359 $                         479 $                       4,301,179 $5,744,652

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      13 $                 434,684 $                 581,012 $                       5,650,892 $7,553,154

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        4 $                   33,228 $                   44,413 $                          132,912 $177,651

10.08 Track shift/realign TF              31,536 $                         139 $                         186 $                       4,383,504 $5,863,196

10.09 Track removal TF              14,209 $                           40 $                           53 $                          568,360 $750,426

10.1 Signals & Communications (from CHSR) MI 8                         $              2,740,000 $              3,662,284 $                     21,920,000 $29,298,272

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   733 $                   17,425 $                   23,290 $                     12,772,162 $17,071,272

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF 840                    $                   37,159 $                   49,666 $                     31,213,366 $41,719,785

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF 250                    $                      7,986 $                   10,675 $                       1,996,500 $2,668,750

20.20 Overhead Structures ‐ New (NOV) SF 111,905            $                         721 $                         964 $                     80,683,505 $107,876,420

20.21 Overhead Structures ‐ New (CEN/RIC) SF                    ‐ $                         624 $                          ‐ 834 $                                    $0

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA 29                       $                 226,101 $                 302,207 $                       6,556,934 $8,763,998

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF              14,384 $                         177 $                         237 $                       2,551,805 $3,410,742

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                   475 $                         222 $                         297 $                          105,441 $140,932

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF              10,915 $                         147 $                         196 $                       1,601,652 $2,140,768

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF              16,232 $                         279 $                         373 $                       4,529,299 $6,053,862

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    $0

20.30 Crashwalls LF                      90 $                      4,953 $                      6,620 $                          445,779 $595,828

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    $0

30.02 Station Building ‐ Medium SF 6,800                 $                         301 $                         403 $                       2,049,489 $2,739,347

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF 33,150               $                           38 $                           51 $                       1,262,331 $1,687,232

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        1 $                 150,000 $                 200,490 $                          150,000 $200,490

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    $0

30.12 Ped Tunnel LS 1                         $                 332,254 $                 444,090 $                          332,254 $444,090

30.13 Parking ‐ Structure Stall                   225 $                   33,256 $                   44,449 $                       7,482,488 $10,001,093

30.14 Parking ‐ Surface lot Stall                      29 $                      2,783 $                      3,720 $                            80,709 $107,876

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                      66 $                   19,909 $                   26,611 $                       1,311,427 $1,752,853

40.02 Excavation (and Disposal) CY           259,318 $                           49 $                           65 $                     12,609,733 $16,854,169

40.03 Over Excavation/Undercut CY           175,366 $                           55 $                           74 $                       9,664,431 $12,917,479

40.04 Embankment (Common Borrow) CY              15,838 $                           32 $                           42 $                          499,312 $667,380

40.05 Embankment (Engineer Fill/Select Borrow) CY           175,366 $                           38 $                           51 $                       6,694,040 $8,947,254

40.06 Subballast Ton              42,107 $                           44 $                           58 $                       1,842,765 $2,463,040

50 Roadway

50.01 Asphalt Concrete SY 28,715               $                         141 $                         189 $                       4,056,282 $5,421,627

50.02 Curb & Gutter LF 4,268                 $                           56 $                           75 $                          239,706 $320,392

50.03 Concrete Median LF 592                    $                         114 $                         152 $                            67,505 $90,228

50.04 Concrete Sidewalk SF 1,694                 $                           12 $                           16 $                            20,181 $26,975

50.05 Clearing and Grubbing Acre 10                       $                   20,905 $                   27,941 $                          209,045 $279,410

50.06 Excavation (and Disposal) CY 6,154                 $                           51 $                           68 $                          314,210 $419,973

50.07 Over Excavation/Undercut CY              16,419 $                           58 $                           77 $                          950,095 $1,269,897

50.08 Embankment (Common Borrow) CY 109,691            $                           33 $                           44 $                       3,635,936 $4,859,793

50.09 Embankment (Engineer Fill/Select Borrow) CY 16,419               $                           40 $                           54 $                          658,679 $880,390

50.10 Maintenance of Traffic 10% 1                         $              1,015,165 $              1,356,869 $                       1,015,165 $1,356,869

50.11 Stormwater Management 5% 1                         $                 507,583 $                 678,435 $                          507,583 $678,435

50.12 Grade Crossing ‐ Concrete Panels TF 40                       $                      1,297 $                      1,734 $                            51,899 $69,368

50.13 Grade Crossing ‐ Quad Gates EA 1                         $                 542,996 $                 725,769 $                          542,996 $725,769

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA                    ‐ $                 282,034 $                  ‐ 376,966 $                                    $0

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 181                    $                   19,572 $                   26,160 $                       3,542,476 $4,734,873

50.17 New Culvert (Jack and Bore) EA 10                       $                 150,000 $                 200,490 $                       1,500,000 $2,004,900

DC2RVA ‐ NOV 3B ‐ Add Main Track (MP 62 to MP 48)

NOV 3B 7-14 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 3B ‐ Add Main Track (MP 62 to MP 48)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              2,642,600 $              3,532,099 $                       2,642,600 $3,532,099

60.03          Temporary Acquisition LS 1                         $                 351,700 $                 470,082 $                          351,700 $470,082

60.04          Damages LS 1                         $                 445,000 $                 594,787 $                          445,000 $594,787

60.05          Condemnation LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.11          Business (Owners and Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 1,500                 $                           47 $                           63 $                            70,500 $94,230

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    $0

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF                    ‐ $                         297 $                          ‐ 397 $                                    $0

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 3,500                 $                         750 $                      1,002 $                       2,625,000 $3,508,575

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  264,991,844 $                  354,244,453

6% Professional services 15,899,511 $                      $                     21,254,667

35% Contingency 98,311,974 $                      $                  131,424,692

Project Total 379,203,328 $                   $                  506,923,813

NOV 3B 7-15 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF           142,282 $                         395 $                         529 $                     56,201,390 $75,213,054

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF                    ‐ $                         359 $                          ‐ 479 $                                    $0

10.03 No. 10 Turnout EA                    ‐ $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      33 $                 434,684 $                 581,012 $                     14,344,572 $19,173,392

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        6 $                   33,228 $                   44,413 $                          199,368 $266,476

10.08 Track shift/realign TF              15,127 $                         139 $                         186 $                       2,102,653 $2,812,423

10.09 Track removal TF              19,535 $                           40 $                           53 $                          781,400 $1,031,710

10.1 Signals & Communications (from CHSR) MI 18                       $              2,740,000 $              3,662,284 $                     49,320,000 $65,921,112

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   974 $                   17,425 $                   23,290 $                     16,971,468 $22,684,064

20.02 Rail Bridge (New Double Parallel) BF                   100 $                   33,977 $                   45,414 $                       3,397,697 $4,541,362

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                   550 $                   28,447 $                   38,022 $                     15,645,584 $20,911,888

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF 675                    $                   29,370 $                   39,257 $                     19,825,034 $26,498,141

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF 250                    $                      7,986 $                   10,675 $                       1,996,500 $2,668,750

20.20 Overhead Structures ‐ New (NOV) SF 145,254            $                         721 $                         964 $                  104,728,134 $140,024,856

20.21 Overhead Structures ‐ New (CEN/RIC) SF                    ‐ $                         624 $                          ‐ 834 $                                    $0

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA 10                       $                 226,101 $                 302,207 $                       2,261,012 $3,022,068

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                9,557 $                         177 $                         237 $                       1,695,467 $2,266,161

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF              24,615 $                         222 $                         297 $                       5,464,040 $7,303,236

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF              13,474 $                         147 $                         196 $                       1,977,156 $2,642,667

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF              21,355 $                         279 $                         373 $                       5,958,797 $7,964,528

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    $0

20.30 Crashwalls LF 90                       $                      4,953 $                      6,620 $                          445,779 $595,828

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    $0

30.02 Station Building ‐ Medium SF 6,800                 $                         301 $                         403 $                       2,049,489 $2,739,347

30.03 Station Building ‐ Large SF $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF 25,500               $                           38 $                           51 $                          971,024 $1,297,870

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        1 $                 150,000 $                 200,490 $                          150,000 $200,490

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    $0

30.12 Ped Tunnel LS 1                         $                 332,254 $                 444,090 $                          332,254 $444,090

30.13 Parking ‐ Structure Stall                   225 $                   33,256 $                   44,449 $                       7,482,488 $10,001,093

30.14 Parking ‐ Surface lot Stall                      29 $                      2,783 $                      3,720 $                            80,709 $107,876

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   189 $                   19,909 $                   26,611 $                       3,756,092 $5,020,393

40.02 Excavation (and Disposal) CY        2,477,179 $                           49 $                           65 $                  120,456,606 $161,002,300

40.03 Over Excavation/Undercut CY           245,277 $                           55 $                           74 $                     13,517,231 $18,067,130

40.04 Embankment (Common Borrow) CY           311,858 $                           32 $                           42 $                       9,831,697 $13,141,046

40.05 Embankment (Engineer Fill/Select Borrow) CY           245,277 $                           38 $                           51 $                       9,362,670 $12,514,145

40.06 Subballast Ton              96,729 $                           44 $                           58 $                       4,233,236 $5,658,143

50 Roadway

50.01 Asphalt Concrete SY 42,541               $                         141 $                         189 $                       6,009,344 $8,032,089

50.02 Curb & Gutter LF 4,181                 $                           56 $                           75 $                          234,820 $313,861

50.03 Concrete Median LF 519                    $                         114 $                         152 $                            59,181 $79,102

50.04 Concrete Sidewalk SF 2,471                 $                           12 $                           16 $                            29,438 $39,347

50.05 Clearing and Grubbing Acre 17                       $                   20,905 $                   27,941 $                          355,377 $474,997

50.06 Excavation (and Disposal) CY 25,176               $                           51 $                           68 $                       1,285,432 $1,718,109

50.07 Over Excavation/Undercut CY              35,696 $                           58 $                           77 $                       2,065,569 $2,760,840

50.08 Embankment (Common Borrow) CY 143,793            $                           33 $                           44 $                       4,766,318 $6,370,661

50.09 Embankment (Engineer Fill/Select Borrow) CY 35,696               $                           40 $                           54 $                       1,432,012 $1,914,028

50.10 Maintenance of Traffic 0.1 1                         $              1,623,750 $              2,170,304 $                       1,623,750 $2,170,304

50.11 Stormwater Management 0.05 1                         $                 811,875 $              1,085,152 $                          811,875 $1,085,152

50.12 Grade Crossing ‐ Concrete Panels TF 400                    $                      1,297 $                      1,734 $                          518,988 $693,679

50.13 Grade Crossing ‐ Quad Gates EA 3                         $                 542,996 $                 725,769 $                       1,357,490 $1,814,422

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 3                         $                 282,034 $                 376,966 $                          846,102 $1,130,899

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 4                         $                   21,720 $                   29,031 $                            86,879 $116,123

50.16 Culvert Extension (less than 6‐ft dia.) EA 18                       $                   19,572 $                   26,160 $                          352,290 $470,871

50.17 New Culvert (Jack and Bore) EA 2                         $                 150,000 $                 200,490 $                          300,000 $400,980

DC2RVA ‐ NOV 3C ‐ Fredericksburg Bypass (MP 62 to MP 48)

NOV 3C 7-16 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ NOV 3C ‐ Fredericksburg Bypass (MP 62 to MP 48)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $                 951,200 $              1,271,374 $                          951,200 $1,271,374

60.03          Temporary Acquisition LS 1                         $                 183,400 $                 245,132 $                          183,400 $245,132

60.04          Damages LS 1                         $              5,412,600 $              7,234,481 $                       5,412,600 $7,234,481

60.05          Condemnation LS 1                         $                 471,300 $                 629,940 $                          471,300 $629,940

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $              2,711,600 $              3,624,325 $                       2,711,600 $3,624,325

60.11          Business (Owners and Tenants) LF 1                         $                 500,000 $                 668,300 $                          500,000 $668,300

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 1,500                 $                           47 $                           63 $                            70,500 $94,230

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    $0

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF                    ‐ $                         297 $                          ‐ 397 $                                    $0

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 4,000                 $                         750 $                      1,002 $                       3,000,000 $4,009,800

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  510,975,013 $                  683,098,684

6% Professional services 30,658,501 $                      $                     40,985,921

35% Contingency 189,571,730 $                   $                  253,429,612

Project Total 731,205,243 $                   $                  977,514,217

NOV 3C 7-17 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF           153,150 $                         395 $                         529 $                     60,494,250 $80,958,092

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF           230,750 $                         359 $                         479 $                     82,839,250 $110,640,047

10.03 No. 10 Turnout EA $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      18 $                 434,684 $                 581,012 $                       7,824,312 $10,458,214

10.06 Diamond Crossing EA                        1 $                 470,056 $                 628,277 $                          470,056 $628,277

10.07 Turnout Removal EA                        2 $                   33,228 $                   44,413 $                            66,456 $88,825

10.08 Track shift/realign TF              84,224 $                         139 $                         186 $                     11,707,136 $15,658,986

10.09 Track removal TF                2,486 $                           40 $                           53 $                            99,440 $131,294

10.1 Signals & Communications (from CHSR) MI 29                       $              2,740,000 $              3,662,284 $                     79,460,000 $106,206,236

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                      98 $                   17,425 $                   23,290 $                       1,707,601 $2,282,380

20.02 Rail Bridge (New Double Parallel) BF $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF 315                    $                   25,266 $                   33,771 $                       7,958,852 $10,637,801

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF 243                    $                   25,124 $                   33,580 $                       6,105,060 $8,160,023

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                    ‐ 48,020 $                                    $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF 212                    $                   22,611 $                   30,222 $                       4,793,603 $6,407,130

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF $                         624 $                          ‐ 834 $                                    $0

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        8 $                 226,101 $                 302,207 $                       1,808,809 $2,417,655

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                    ‐ $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF              12,750 $                         147 $                         196 $                       1,870,918 $2,500,669

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF              51,037 $                         279 $                         373 $                     14,241,120 $19,034,681

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF                    ‐ $                           73 $                            ‐ 97 $                                    $0

20.30 Crashwalls LF 1,080                 $                      4,953 $                      6,620 $                       5,349,346 $7,149,935

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                          ‐ 408 $                                    $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                    ‐ $                 150,000 $                  ‐ 200,490 $                                    $0

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                    ‐ 39,794 $                                    $0

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                    ‐ $                      2,783 $                       ‐ 3,720 $                                    $0

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                      70 $                   19,909 $                   26,611 $                       1,393,652 $1,862,756

40.02 Excavation (and Disposal) CY              56,075 $                           49 $                           65 $                       2,726,732 $3,644,550

40.03 Over Excavation/Undercut CY           136,400 $                           55 $                           74 $                       7,517,012 $10,047,239

40.04 Embankment (Common Borrow) CY           212,700 $                           32 $                           42 $                       6,705,622 $8,962,734

40.05 Embankment (Engineer Fill/Select Borrow) CY           136,400 $                           38 $                           51 $                       5,206,637 $6,959,190

40.06 Subballast Ton              86,060 $                           44 $                           58 $                       3,766,319 $5,034,062

50 Roadway

50.01 Asphalt Concrete SY 2,700                 $                         141 $                         189 $                          381,402 $509,782

50.02 Curb & Gutter LF 1,850                 $                           56 $                           75 $                          103,903 $138,876

50.03 Concrete Median LF $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre $                   20,905 $                    ‐ 27,941 $                                    $0

50.06 Excavation (and Disposal) CY 6,250                 $                           51 $                           68 $                          319,112 $426,525

50.07 Over Excavation/Undercut CY $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 2,500                 $                           33 $                           44 $                            82,868 $110,761

50.09 Embankment (Engineer Fill/Select Borrow) CY $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $                   88,729 $                 118,595 $                            88,729 $118,595

50.11 Stormwater Management 0.05 1                         $                   44,365 $                   59,298 $                            44,365 $59,298

50.12 Grade Crossing ‐ Concrete Panels TF 480                    $                      1,297 $                      1,734 $                          622,785 $832,415

50.13 Grade Crossing ‐ Quad Gates EA 10                       $                 542,996 $                 725,769 $                       5,429,962 $7,257,687

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 3                         $                 282,034 $                 376,966 $                          846,102 $1,130,899

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 20                       $                   21,720 $                   29,031 $                          434,397 $580,615

50.16 Culvert Extension (less than 6‐ft dia.) EA $                   19,572 $                    ‐ 26,160 $                                    $0

50.17 New Culvert (Jack and Bore) EA $                 150,000 $                  ‐ 200,490 $                                    $0

DC2RVA ‐ CEN 4A ‐ Add Main Track (MP 48 to MP 19)

CEN 4A 7-18 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 4A ‐ Add Main Track (MP 48 to MP 19)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $                 171,500 $                 229,227 $                          171,500 $229,227

60.03          Temporary Acquisition LS 1                         $                 129,300 $                 172,822 $                          129,300 $172,822

60.04          Damages LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.05          Condemnation LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.11          Business (Owners and Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 153,000            $                           47 $                           63 $                       7,191,000 $9,611,491

60.22          Water LF 1,160                 $                         261 $                         349 $                          302,760 $404,669

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF 1,875                 $                         297 $                         397 $                          556,875 $744,319

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 7,275                 $                         750 $                      1,002 $                       5,456,250 $7,292,824

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  336,273,492 $                  449,491,582

6% Professional services 20,176,410 $                      $                     26,969,495

35% Contingency 124,757,466 $                   $                  166,761,377

Project Total 481,207,368 $                   $                  643,222,454

CEN 4A 7-19 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              41,600 $                         395 $                         529 $                     16,432,000 $21,990,575

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              82,155 $                         359 $                         479 $                     29,493,645 $39,391,693

10.03 No. 10 Turnout EA                        1 $                 182,505 $                 243,936 $                          182,505 $243,936

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                        8 $                 434,684 $                 581,012 $                       3,477,472 $4,648,095

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        1 $                   33,228 $                   44,413 $                            33,228 $44,413

10.08 Track shift/realign TF                1,385 $                         139 $                         186 $                          192,515 $257,500

10.09 Track removal TF                1,731 $                           40 $                           53 $                            69,240 $91,420

10.1 Signals & Communications (from CHSR) MI 10                       $              2,740,000 $              3,662,284 $                     27,400,000 $36,622,840

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 20,205               $                         624 $                         834 $                     12,607,920 $16,850,970

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                    ‐ $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    $0

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 50,150               $                           73 $                           97 $                       3,657,930 $4,889,190

20.30 Crashwalls LF                   480 $                      4,953 $                      6,620 $                       2,377,487 $3,177,749

30 Stations

30.01 Station Building‐ Small SF                2,300 $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF              25,500 $                           38 $                           51 $                          971,024 $1,297,870

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        3 $                 150,000 $                 200,490 $                          450,000 $601,470

30.11 Ped Bridge ‐ For Stations BF                   940 $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                      45 $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   103 $                   19,909 $                   26,611 $                       2,052,265 $2,743,058

40.02 Excavation (and Disposal) CY              14,105 $                           49 $                           65 $                          685,877 $916,743

40.03 Over Excavation/Undercut CY              32,560 $                           55 $                           74 $                       1,794,384 $2,398,373

40.04 Embankment (Common Borrow) CY              53,540 $                           32 $                           42 $                       1,687,913 $2,256,064

40.05 Embankment (Engineer Fill/Select Borrow) CY $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton              21,660 $                           44 $                           58 $                          947,925 $1,266,997

50 Roadway

50.01 Asphalt Concrete SY 45,521               $                         141 $                         189 $                       6,430,299 $8,594,738

50.02 Curb & Gutter LF 4,465                 $                           56 $                           75 $                          250,771 $335,180

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 15,640               $                           51 $                           68 $                          798,545 $1,067,335

50.07 Over Excavation/Undercut CY  ‐                     $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 126,000            $                           33 $                           44 $                       4,176,532 $5,582,353

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              1,169,796 $              1,563,549 $                       1,169,796 $1,563,549

50.11 Stormwater Management 0.05 1                         $                 584,898 $                 781,775 $                          584,898 $781,775

50.12 Grade Crossing ‐ Concrete Panels TF 120                    $                      1,297 $                      1,734 $                          155,696 $208,104

50.13 Grade Crossing ‐ Quad Gates EA 14                       $                 542,996 $                 725,769 $                       7,601,947 $10,160,762

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5A ‐ Minor (MP 19 to MP 9)

CEN 5A 7-20 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5A ‐ Minor (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              1,829,200 $              2,444,909 $                       1,829,200 $2,444,909

60.03          Temporary Acquisition LS 1                         $                 236,800 $                 316,507 $                          236,800 $316,507

60.04          Damages LS 1                         $                 884,000 $              1,181,554 $                          884,000 $1,181,554

60.05          Condemnation LS 1                         $                   30,000 $                   40,098 $                            30,000 $40,098

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $                   20,000 $                   26,732 $                            20,000 $26,732

60.11          Business (Owners and Tenants) LF 1                         $                   80,000 $                 106,928 $                            80,000 $106,928

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 61,776               $                           47 $                           63 $                       2,903,472 $3,880,781

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    $0

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF 400                    $                         297 $                         397 $                          118,800 $158,788

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 600                    $                         750 $                      1,002 $                          450,000 $601,470

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  182,417,064 $                  244,230,669

6% Professional services 10,945,024 $                      $                     14,653,840

35% Contingency 67,676,731 $                      $                     90,609,578

Project Total 261,038,819 $                   $                  349,494,087

CEN 5A 7-21 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              41,600 $                         395 $                         529 $                     16,432,000 $21,990,575

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              82,155 $                         359 $                         479 $                     29,493,645 $39,391,693

10.03 No. 10 Turnout EA                        1 $                 182,505 $                 243,936 $                          182,505 $243,936

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                        8 $                 434,684 $                 581,012 $                       3,477,472 $4,648,095

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        1 $                   33,228 $                   44,413 $                            33,228 $44,413

10.08 Track shift/realign TF                1,385 $                         139 $                         186 $                          192,515 $257,500

10.09 Track removal TF                1,731 $                           40 $                           53 $                            69,240 $91,420

10.1 Signals & Communications (from CHSR) MI 10                       $              2,740,000 $              3,662,284 $                     27,400,000 $36,622,840

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 20,205               $                         624 $                         834 $                     12,607,920 $16,850,970

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                    ‐ $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    $0

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 50,150               $                           73 $                           97 $                       3,657,930 $4,889,190

20.30 Crashwalls LF                   480 $                      4,953 $                      6,620 $                       2,377,487 $3,177,749

30 Stations

30.01 Station Building‐ Small SF                2,300 $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF              33,150 $                           46 $                           62 $                       1,537,002 $2,054,357

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        2 $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF                   940 $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                      45 $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   103 $                   19,909 $                   26,611 $                       2,052,265 $2,743,058

40.02 Excavation (and Disposal) CY              14,105 $                           49 $                           65 $                          685,877 $916,743

40.03 Over Excavation/Undercut CY              32,560 $                           55 $                           74 $                       1,794,384 $2,398,373

40.04 Embankment (Common Borrow) CY              53,540 $                           32 $                           42 $                       1,687,913 $2,256,064

40.05 Embankment (Engineer Fill/Select Borrow) CY $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton              21,660 $                           44 $                           58 $                          947,925 $1,266,997

50 Roadway

50.01 Asphalt Concrete SY 45,521               $                         141 $                         189 $                       6,430,299 $8,594,738

50.02 Curb & Gutter LF 4,465                 $                           56 $                           75 $                          250,771 $335,180

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 15,640               $                           51 $                           68 $                          798,545 $1,067,335

50.07 Over Excavation/Undercut CY  ‐                     $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 126,000            $                           33 $                           44 $                       4,176,532 $5,582,353

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              1,169,796 $              1,563,549 $                       1,169,796 $1,563,549

50.11 Stormwater Management 0.05 1                         $                 584,898 $                 781,775 $                          584,898 $781,775

50.12 Grade Crossing ‐ Concrete Panels TF 120                    $                      1,297 $                      1,734 $                          155,696 $208,104

50.13 Grade Crossing ‐ Quad Gates EA 14                       $                 542,996 $                 725,769 $                       7,601,947 $10,160,762

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5A (Ashcake Station) ‐ Minor (MP 19 to MP 9)

CEN 5A Ashcake 7-22 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5A (Ashcake Station) ‐ Minor (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              1,829,200 $              2,444,909 $                       1,829,200 $2,444,909

60.03          Temporary Acquisition LS 1                         $                 236,800 $                 316,507 $                          236,800 $316,507

60.04          Damages LS 1                         $                 884,000 $              1,181,554 $                          884,000 $1,181,554

60.05          Condemnation LS 1                         $                   30,000 $                   40,098 $                            30,000 $40,098

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $                   20,000 $                   26,732 $                            20,000 $26,732

60.11          Business (Owners and Tenants) LF 1                         $                   80,000 $                 106,928 $                            80,000 $106,928

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 61,776               $                           47 $                           63 $                       2,903,472 $3,880,781

60.22          Water LF                    ‐ $                         261 $                          ‐ 349 $                                    $0

60.23          Sanitary Sewer LF                    ‐ $                         395 $                          ‐ 528 $                                    $0

60.24          Electric Distribution LF 400                    $                         297 $                         397 $                          118,800 $158,788

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 600                    $                         750 $                      1,002 $                          450,000 $601,470

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  182,833,043 $                  244,786,666

6% Professional services 10,969,983 $                      $                     14,687,200

35% Contingency 67,831,059 $                      $                     90,815,853

Project Total 261,634,08 $                   4 $                  350,289,719

CEN 5A Ashcake 7-23 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              56,910 $                         395 $                         529 $                     22,479,450 $30,083,741

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              84,595 $                         359 $                         479 $                     30,369,605 $40,561,624

10.03 No. 10 Turnout EA                        1 $                 182,505 $                 243,936 $                          182,505 $243,936

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      12 $                 434,684 $                 581,012 $                       5,216,208 $6,972,142

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        1 $                   33,228 $                   44,413 $                            33,228 $44,413

10.08 Track shift/realign TF                3,530 $                         139 $                         186 $                          490,670 $656,300

10.09 Track removal TF                2,409 $                           40 $                           53 $                            96,360 $127,228

10.1 Signals & Communications (from CHSR) MI 10                       $              2,740,000 $              3,662,284 $                     27,400,000 $36,622,840

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF              20,205 $                         624 $                         834 $                     12,607,920 $16,850,970

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    $0

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF              50,150 $                           73 $                           97 $                       3,657,930 $4,889,190

20.30 Crashwalls LF                   480 $                      4,953 $                      6,620 $                       2,377,487 $3,177,749

30 Stations

30.01 Station Building‐ Small SF                2,300 $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF              29,750 $                           38 $                           51 $                       1,132,861 $1,514,182

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        3 $                 150,000 $                 200,490 $                          450,000 $601,470

30.11 Ped Bridge ‐ For Stations BF                   940 $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                      45 $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   107 $                   19,909 $                   26,611 $                       2,120,343 $2,834,050

40.02 Excavation (and Disposal) CY              48,105 $                           49 $                           65 $                       2,339,179 $3,126,547

40.03 Over Excavation/Undercut CY              32,560 $                           55 $                           74 $                       1,794,384 $2,398,373

40.04 Embankment (Common Borrow) CY              53,540 $                           32 $                           42 $                       1,687,913 $2,256,064

40.05 Embankment (Engineer Fill/Select Borrow) CY $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton              43,850 $                           44 $                           58 $                       1,919,046 $2,564,997

50 Roadway

50.01 Asphalt Concrete SY 58,640               $                         141 $                         189 $                       8,283,490 $11,071,712

50.02 Curb & Gutter LF 12,823               $                           56 $                           75 $                          720,186 $962,601

50.03 Concrete Median LF $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 20,813               $                           51 $                           68 $                       1,062,667 $1,420,361

50.07 Over Excavation/Undercut CY $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 126,000            $                           33 $                           44 $                       4,176,532 $5,582,353

50.09 Embankment (Engineer Fill/Select Borrow) CY $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              1,428,469 $              1,909,291 $                       1,428,469 $1,909,291

50.11 Stormwater Management 0.05 1                         $                 714,235 $                 954,646 $                          714,235 $954,646

50.12 Grade Crossing ‐ Concrete Panels TF 340                    $                      1,297 $                      1,734 $                          441,140 $589,627

50.13 Grade Crossing ‐ Quad Gates EA 14                       $                 542,996 $                 725,769 $                       7,601,947 $10,160,762

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5B ‐ Add Main Track (MP 19 to MP 9)

CEN 5B 7-24 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5B ‐ Add Main Track (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              2,407,400 $              3,217,731 $                       2,407,400 $3,217,731

60.03          Temporary Acquisition LS 1                         $                 309,200 $                 413,277 $                          309,200 $413,277

60.04          Damages LS 1                         $                 156,000 $                 208,510 $                          156,000 $208,510

60.05          Condemnation LS 1                         $                   30,000 $                   40,098 $                            30,000 $40,098

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $                   20,000 $                   26,732 $                            20,000 $26,732

60.11          Business (Owners and Tenants) LF 1                         $                   80,000 $                 106,928 $                            80,000 $106,928

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 90,288               $                           47 $                           63 $                       4,243,536 $5,671,910

60.22          Water LF 5,000                 $                         261 $                         349 $                       1,305,000 $1,744,263

60.23          Sanitary Sewer LF 600                    $                         395 $                         528 $                          237,000 $316,774

60.24          Electric Distribution LF 2,825                 $                         297 $                         397 $                          839,025 $1,121,441

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 2,800                 $                         750 $                      1,002 $                       2,100,000 $2,806,860

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  202,693,893 $                  271,341,843

6% Professional services 12,161,634 $                      $                     16,280,511

35% Contingency 75,199,434 $                      $                  100,667,824

Project Total 290,054,961 $                   $                  388,290,177

CEN 5B 7-25 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              56,910 $                         395 $                         529 $                     22,479,450 $30,083,741

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              84,595 $                         359 $                         479 $                     30,369,605 $40,561,624

10.03 No. 10 Turnout EA                        1 $                 182,505 $                 243,936 $                          182,505 $243,936

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      12 $                 434,684 $                 581,012 $                       5,216,208 $6,972,142

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        1 $                   33,228 $                   44,413 $                            33,228 $44,413

10.08 Track shift/realign TF                3,530 $                         139 $                         186 $                          490,670 $656,300

10.09 Track removal TF                2,409 $                           40 $                           53 $                            96,360 $127,228

10.1 Signals & Communications (from CHSR) MI 10                       $              2,740,000 $              3,662,284 $                     27,400,000 $36,622,840

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF              20,205 $                         624 $                         834 $                     12,607,920 $16,850,970

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    $0

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF              50,150 $                           73 $                           97 $                       3,657,930 $4,889,190

20.30 Crashwalls LF                   480 $                      4,953 $                      6,620 $                       2,377,487 $3,177,749

30 Stations

30.01 Station Building‐ Small SF                2,300 $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF              33,150 $                           46 $                           62 $                       1,537,002 $2,054,357

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        2 $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF                   940 $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                      45 $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   107 $                   19,909 $                   26,611 $                       2,120,343 $2,834,050

40.02 Excavation (and Disposal) CY              48,105 $                           49 $                           65 $                       2,339,179 $3,126,547

40.03 Over Excavation/Undercut CY              32,560 $                           55 $                           74 $                       1,794,384 $2,398,373

40.04 Embankment (Common Borrow) CY              53,540 $                           32 $                           42 $                       1,687,913 $2,256,064

40.05 Embankment (Engineer Fill/Select Borrow) CY $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton              43,850 $                           44 $                           58 $                       1,919,046 $2,564,997

50 Roadway

50.01 Asphalt Concrete SY 58,640               $                         141 $                         189 $                       8,283,490 $11,071,712

50.02 Curb & Gutter LF 12,823               $                           56 $                           75 $                          720,186 $962,601

50.03 Concrete Median LF $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF                    ‐ $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 20,813               $                           51 $                           68 $                       1,062,667 $1,420,361

50.07 Over Excavation/Undercut CY $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 126,000            $                           33 $                           44 $                       4,176,532 $5,582,353

50.09 Embankment (Engineer Fill/Select Borrow) CY $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              1,428,469 $              1,909,291 $                       1,428,469 $1,909,291

50.11 Stormwater Management 0.05 1                         $                 714,235 $                 954,646 $                          714,235 $954,646

50.12 Grade Crossing ‐ Concrete Panels TF 340                    $                      1,297 $                      1,734 $                          441,140 $589,627

50.13 Grade Crossing ‐ Quad Gates EA 14                       $                 542,996 $                 725,769 $                       7,601,947 $10,160,762

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5B (Ashcake Station) ‐ Add Main Track (MP 19 to MP 9)

CEN 5B Ashcake 7-26 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5B (Ashcake Station) ‐ Add Main Track (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              2,407,400 $              3,217,731 $                       2,407,400 $3,217,731

60.03          Temporary Acquisition LS 1                         $                 309,200 $                 413,277 $                          309,200 $413,277

60.04          Damages LS 1                         $                 156,000 $                 208,510 $                          156,000 $208,510

60.05          Condemnation LS 1                         $                   30,000 $                   40,098 $                            30,000 $40,098

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $                   20,000 $                   26,732 $                            20,000 $26,732

60.11          Business (Owners and Tenants) LF 1                         $                   80,000 $                 106,928 $                            80,000 $106,928

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 90,288               $                           47 $                           63 $                       4,243,536 $5,671,910

60.22          Water LF 5,000                 $                         261 $                         349 $                       1,305,000 $1,744,263

60.23          Sanitary Sewer LF 600                    $                         395 $                         528 $                          237,000 $316,774

60.24          Electric Distribution LF 2,825                 $                         297 $                         397 $                          839,025 $1,121,441

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 2,800                 $                         750 $                      1,002 $                       2,100,000 $2,806,860

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  202,948,034 $                  271,681,528

6% Professional services 12,176,882 $                      $                     16,300,892

35% Contingency 75,293,721 $                      $                  100,793,847

Project Total 290,418,637 $                   $                  388,776,266

CEN 5B Ashcake 7-27 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF           103,165 $                         395 $                         529 $                     40,750,175 $54,535,041

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              29,525 $                         359 $                         479 $                     10,599,475 $14,156,652

10.03 No. 10 Turnout EA $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      12 $                 434,684 $                 581,012 $                       5,216,208 $6,972,142

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                    ‐ $                   33,228 $                    ‐ 44,413 $                                    $0

10.08 Track shift/realign TF                2,500 $                         139 $                         186 $                          347,500 $464,802

10.09 Track removal TF                1,356 $                           40 $                           53 $                            54,240 $71,615

10.1 Signals & Communications (from CHSR) MI 11                       $              2,740,000 $              3,662,284 $                     30,140,000 $40,285,124

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF              92,068 $                         624 $                         834 $                     57,450,432 $76,784,712

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                    ‐ $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 41,650               $                         147 $                         196 $                       6,111,664 $8,168,851

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF           151,350 $                           73 $                           97 $                     11,039,437 $14,755,311

20.30 Crashwalls LF                   320 $                      4,953 $                      6,620 $                       1,584,991 $2,118,499

30 Stations

30.01 Station Building‐ Small SF 2,300.00           $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF 25,500.00         $                           38 $                           51 $                          971,024 $1,297,870

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA 3.00                   $                 150,000 $                 200,490 $                          450,000 $601,470

30.11 Ped Bridge ‐ For Stations BF 940.00               $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall 45.00                 $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   172 $                   19,909 $                   26,611 $                       3,414,448 $4,563,752

40.02 Excavation (and Disposal) CY              14,105 $                           49 $                           65 $                          685,877 $916,743

40.03 Over Excavation/Undercut CY              85,307 $                           55 $                           74 $                       4,701,256 $6,283,698

40.04 Embankment (Common Borrow) CY              53,540 $                           32 $                           42 $                       1,687,913 $2,256,064

40.05 Embankment (Engineer Fill/Select Borrow) CY $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton              55,250 $                           44 $                           58 $                       2,417,954 $3,231,837

50 Roadway

50.01 Asphalt Concrete SY 165,009            $                         141 $                         189 $                     23,309,180 $31,155,050

50.02 Curb & Gutter LF 4,465                 $                           56 $                           75 $                          250,771 $335,180

50.03 Concrete Median LF $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 46,653               $                           51 $                           68 $                       2,382,002 $3,183,784

50.07 Over Excavation/Undercut CY $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 716,500            $                           33 $                           44 $                     23,749,884 $31,744,094

50.09 Embankment (Engineer Fill/Select Borrow) CY $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              4,973,365 $              6,647,400 $                       4,973,365 $6,647,400

50.11 Stormwater Management 0.05 1                         $              2,486,683 $              3,323,700 $                       2,486,683 $3,323,700

50.12 Grade Crossing ‐ Concrete Panels TF 120                    $                      1,297 $                      1,734 $                          155,696 $208,104

50.13 Grade Crossing ‐ Quad Gates EA 18                       $                 542,996 $                 725,769 $                       9,773,931 $13,063,837

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5C ‐ Ashland Bypass (MP 19 to MP 9)

CEN 5C 7-28 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5C ‐ Ashland Bypass (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              5,533,650 $              7,396,277 $                       5,533,650 $7,396,277

60.03          Temporary Acquisition LS 1                         $                 333,550 $                 445,823 $                          333,550 $445,823

60.04          Damages LS 1                         $              5,847,700 $              7,816,036 $                       5,847,700 $7,816,036

60.05          Condemnation LS 1                         $                 790,000 $              1,055,914 $                          790,000 $1,055,914

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $              2,540,000 $              3,394,964 $                       2,540,000 $3,394,964

60.11          Business (Owners and Tenants) LF 1                         $                   80,000 $                 106,928 $                            80,000 $106,928

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 30,096               $                           47 $                           63 $                       1,414,512 $1,890,637

60.22          Water LF 1,667                 $                         261 $                         349 $                          435,087 $581,537

60.23          Sanitary Sewer LF 200                    $                         395 $                         528 $                            79,000 $105,591

60.24          Electric Distribution LF 942                    $                         297 $                         397 $                          279,774 $373,946

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 933                    $                         750 $                      1,002 $                          699,750 $935,286

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  312,920,108 $                  418,718,422

6% Professional services 18,775,206 $                      $                     25,123,105

35% Contingency 116,093,360 $                   $                  155,344,535

Project Total 447,788,67 $                   4 $                  599,186,063

CEN 5C 7-29 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF           103,165 $                         395 $                         529 $                     40,750,175 $54,535,041

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              29,525 $                         359 $                         479 $                     10,599,475 $14,156,652

10.03 No. 10 Turnout EA $                 182,505 $                  ‐ 243,936 $                                    $0

10.04 No. 15 Turnout EA $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                      12 $                 434,684 $                 581,012 $                       5,216,208 $6,972,142

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                    ‐ $                   33,228 $                    ‐ 44,413 $                                    $0

10.08 Track shift/realign TF                2,500 $                         139 $                         186 $                          347,500 $464,802

10.09 Track removal TF                1,356 $                           40 $                           53 $                            54,240 $71,615

10.1 Signals & Communications (from CHSR) MI 11                       $              2,740,000 $              3,662,284 $                     30,140,000 $40,285,124

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF              92,068 $                         624 $                         834 $                     57,450,432 $76,784,712

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                    ‐ $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 41,650               $                         147 $                         196 $                       6,111,664 $8,168,851

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF           151,350 $                           73 $                           97 $                     11,039,437 $14,755,311

20.30 Crashwalls LF                   320 $                      4,953 $                      6,620 $                       1,584,991 $2,118,499

30 Stations

30.01 Station Building‐ Small SF 2,300                 $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF 33,150               $                           46 $                           62 $                       1,537,002 $2,054,357

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                            ‐ 51 $                                    $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA 2                         $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF 940                    $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall 45                       $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   172 $                   19,909 $                   26,611 $                       3,414,448 $4,563,752

40.02 Excavation (and Disposal) CY              14,105 $                           49 $                           65 $                          685,877 $916,743

40.03 Over Excavation/Undercut CY              85,307 $                           55 $                           74 $                       4,701,256 $6,283,698

40.04 Embankment (Common Borrow) CY              53,540 $                           32 $                           42 $                       1,687,913 $2,256,064

40.05 Embankment (Engineer Fill/Select Borrow) CY $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton              55,250 $                           44 $                           58 $                       2,417,954 $3,231,837

50 Roadway

50.01 Asphalt Concrete SY 165,009            $                         141 $                         189 $                     23,309,180 $31,155,050

50.02 Curb & Gutter LF 4,465                 $                           56 $                           75 $                          250,771 $335,180

50.03 Concrete Median LF $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF $                           12 $                            ‐ 16 $                                    $0

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 46,653               $                           51 $                           68 $                       2,382,002 $3,183,784

50.07 Over Excavation/Undercut CY $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 716,500            $                           33 $                           44 $                     23,749,884 $31,744,094

50.09 Embankment (Engineer Fill/Select Borrow) CY $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              4,973,365 $              6,647,400 $                       4,973,365 $6,647,400

50.11 Stormwater Management 0.05 1                         $              2,486,683 $              3,323,700 $                       2,486,683 $3,323,700

50.12 Grade Crossing ‐ Concrete Panels TF 120                    $                      1,297 $                      1,734 $                          155,696 $208,104

50.13 Grade Crossing ‐ Quad Gates EA 18                       $                 542,996 $                 725,769 $                       9,773,931 $13,063,837

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5C (Ashcake Station) ‐ Ashland Bypass (MP 19 to MP 9)

CEN 5C Ashcake 7-30 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5C (Ashcake Station) ‐ Ashland Bypass (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              5,533,650 $              7,396,277 $                       5,533,650 $7,396,277

60.03          Temporary Acquisition LS 1                         $                 333,550 $                 445,823 $                          333,550 $445,823

60.04          Damages LS 1                         $              5,847,700 $              7,816,036 $                       5,847,700 $7,816,036

60.05          Condemnation LS 1                         $                 790,000 $              1,055,914 $                          790,000 $1,055,914

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF 1                         $              2,540,000 $              3,394,964 $                       2,540,000 $3,394,964

60.11          Business (Owners and Tenants) LF 1                         $                   80,000 $                 106,928 $                            80,000 $106,928

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 30,096               $                           47 $                           63 $                       1,414,512 $1,890,637

60.22          Water LF 1,667                 $                         261 $                         349 $                          435,087 $581,537

60.23          Sanitary Sewer LF 200                    $                         395 $                         528 $                            79,000 $105,591

60.24          Electric Distribution LF 942                    $                         297 $                         397 $                          279,774 $373,946

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 933                    $                         750 $                      1,002 $                          699,750 $935,286

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  313,336,086 $                  419,274,419

6% Professional services 18,800,165 $                      $                     25,156,465

35% Contingency 116,247,688 $                   $                  155,550,810

Project Total 448,383,94 $                   0 $                  599,981,694

CEN 5C Ashcake 7-31 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF              56,910 $                         395 $                         529 $                     22,479,450 $30,083,741

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF              84,595 $                         359 $                         479 $                     30,369,605 $40,561,624

10.03 No. 10 Turnout EA                        1 $                 182,505 $                 243,936 $                          182,505 $243,936

10.04 No. 15 Turnout EA                    ‐ $                 365,010 $                  ‐ 487,873 $                                    $0

10.05 No. 20 Turnout EA                        4 $                 434,684 $                 581,012 $                       1,738,736 $2,324,047

10.06 Diamond Crossing EA                    ‐ $                 470,056 $                  ‐ 628,277 $                                    $0

10.07 Turnout Removal EA                        6 $                   33,228 $                   44,413 $                          199,368 $266,476

10.08 Track shift/realign TF              36,615 $                         139 $                         186 $                       5,089,485 $6,807,487

10.09 Track removal TF                2,777 $                           40 $                           53 $                          111,080 $146,663

10.1 Signals & Communications (from CHSR) MI 10                       $              2,740,000 $              3,662,284 $                     27,400,000 $36,622,840

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                   106 $                   17,425 $                   23,290 $                       1,846,998 $2,468,697

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                    ‐ 45,414 $                                    $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                    ‐ 38,609 $                                    $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                    ‐ 94,716 $                                    $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                  ‐ 100,275 $                                    $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                    ‐ 59,266 $                                    $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                    ‐ 33,777 $                                    $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                    ‐ 43,654 $                                    $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                    ‐ 47,541 $                                    $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                    ‐ 38,022 $                                    $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                    ‐ 49,666 $                                    $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                    ‐ 39,257 $                                    $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                    ‐ 33,771 $                                    $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                    ‐ 33,580 $                                    $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF 499                    $                   35,927 $                   48,020 $                     17,927,522 $23,961,926

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                    ‐ 30,222 $                                    $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                    ‐ 33,208 $                                    $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                    ‐ 50,338 $                                    $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                    ‐ 10,675 $                                    $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                          ‐ 964 $                                    $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF              20,205 $                         624 $                         834 $                     12,607,920 $16,850,970

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                  ‐ 138,654 $                                    $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                    ‐ 25,340 $                                    $0

20.24 Drainage Structures ‐ over 6' EA                        4 $                 226,101 $                 302,207 $                          904,405 $1,208,827

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF                    ‐ $                         177 $                          ‐ 237 $                                    $0

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF                    ‐ $                         222 $                          ‐ 297 $                                    $0

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF                    ‐ $                         147 $                          ‐ 196 $                                    $0

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF                    ‐ $                         279 $                          ‐ 373 $                                    $0

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF              50,150 $                           73 $                           97 $                       3,657,930 $4,889,190

20.30 Crashwalls LF                   480 $                      4,953 $                      6,620 $                       2,377,487 $3,177,749

30 Stations

30.01 Station Building‐ Small SF                2,300 $                         305 $                         408 $                          701,641 $937,813

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                          ‐ 403 $                                    $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                          ‐ 398 $                                    $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                          ‐ 253 $                                    $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                          ‐ 248 $                                    $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                            ‐ 62 $                                    $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                            ‐ 48 $                                    $0

30.08 Platforms ‐ Expansion SF              33,150 $                           38 $                           51 $                       1,262,331 $1,687,232

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                            ‐ 66 $                                    $0

30.10 Vertical Access EA                        2 $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF                   940 $                   29,442 $                   39,794 $                     27,675,046 $37,406,048

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                  ‐ 444,090 $                                    $0

30.13 Parking ‐ Structure Stall                    ‐ $                   33,256 $                    ‐ 44,449 $                                    $0

30.14 Parking ‐ Surface lot Stall                      45 $                      2,783 $                      3,720 $                          125,238 $167,393

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre                   107 $                   19,909 $                   26,611 $                       2,131,902 $2,849,501

40.02 Excavation (and Disposal) CY        48,105.58 $                           49 $                           65 $                       2,339,207 $3,126,584

40.03 Over Excavation/Undercut CY              32,560 $                           55 $                           74 $                       1,794,384 $2,398,373

40.04 Embankment (Common Borrow) CY        53,540.58 $                           32 $                           42 $                       1,687,931 $2,256,088

40.05 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           38 $                            ‐ 51 $                                    $0

40.06 Subballast Ton        43,850.58 $                           44 $                           58 $                       1,919,071 $2,565,031

50 Roadway

50.01 Asphalt Concrete SY 75,283               $                         141 $                         189 $                     10,634,481 $14,214,047

50.02 Curb & Gutter LF 23,282               $                           56 $                           75 $                       1,307,602 $1,747,741

50.03 Concrete Median LF                    ‐ $                         114 $                          ‐ 152 $                                    $0

50.04 Concrete Sidewalk SF 59,950               $                           12 $                           16 $                          714,214 $954,619

50.05 Clearing and Grubbing Acre 2                         $                   20,905 $                   27,941 $                            41,809 $55,882

50.06 Excavation (and Disposal) CY 26,361               $                           51 $                           68 $                       1,345,936 $1,798,978

50.07 Over Excavation/Undercut CY  ‐                     $                           58 $                            ‐ 77 $                                    $0

50.08 Embankment (Common Borrow) CY 126,000            $                           33 $                           44 $                       4,176,532 $5,582,353

50.09 Embankment (Engineer Fill/Select Borrow) CY                    ‐ $                           40 $                            ‐ 54 $                                    $0

50.10 Maintenance of Traffic 0.1 1                         $              1,822,058 $              2,435,362 $                       1,822,058 $2,435,362

50.11 Stormwater Management 0.05 1                         $                 911,029 $              1,217,681 $                          911,029 $1,217,681

50.12 Grade Crossing ‐ Concrete Panels TF 380                    $                      1,297 $                      1,734 $                          493,038 $658,995

50.13 Grade Crossing ‐ Quad Gates EA 16                       $                 542,996 $                 725,769 $                       8,687,939 $11,612,299

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                    ‐ 29,031 $                                    $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 4                         $                   19,572 $                   26,160 $                            78,287 $104,638

50.17 New Culvert (Jack and Bore) EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

DC2RVA ‐ CEN 5D ‐ 3‐Tracks Centered (MP 19 to MP 9)

CEN 5D 7-32 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ CEN 5D ‐ 3‐Tracks Centered (MP 19 to MP 9)

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              1,274,300 $              1,703,229 $                       1,274,300 $1,703,229

60.03          Temporary Acquisition LS 1                         $                 103,400 $                 138,204 $                          103,400 $138,204

60.04          Damages LS 1                         $                 180,000 $                 240,588 $                          180,000 $240,588

60.05          Condemnation LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.10          Residential (Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.11          Business (Owners and Tenants) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           ‐ $                                    $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 90,288               $                           47 $                           63 $                       4,243,536 $5,671,910

60.22          Water LF 5,000                 $                         261 $                         349 $                       1,305,000 $1,744,263

60.23          Sanitary Sewer LF 600                    $                         395 $                         528 $                          237,000 $316,774

60.24          Electric Distribution LF 2,825                 $                         297 $                         397 $                          839,025 $1,121,441

60.25          Electric Transmission LF                    ‐ $                      5,000 $                       ‐ 6,683 $                                    $0

60.26          Gas LF 2,800                 $                         750 $                      1,002 $                       2,100,000 $2,806,860

60.27          Major Utility Facility Relocations LF                    ‐ $                 250,000 $                  ‐ 334,150 $                                    $0

Subtotal $                  208,206,461 $                  278,714,008

6% Professional services 12,492,388 $                      $                     16,722,840

35% Contingency 77,244,597 $                      $                  103,402,897

Project Total 297,943,446 $                   $                  398,839,746

CEN 5D 7-33 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 89,531               $                         395 $                         529 $                     35,364,745 $47,327,841

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 259,284            $                         359 $                         479 $                     93,082,956 $124,321,534

10.03 No. 10 Turnout EA 3                         $                 182,505 $                 243,936 $                          547,515 $731,809

10.04 No. 15 Turnout EA 18                       $                 365,010 $                 487,873 $                       6,570,180 $8,781,706

10.05 No. 20 Turnout EA 25                       $                 434,684 $                 581,012 $                     10,867,100 $14,525,297

10.06 Diamond Crossing EA 1                         $                 470,056 $                 628,277 $                          470,056 $628,277

10.07 Turnout Removal EA 6                         $                   33,228 $                   44,413 $                          199,368 $266,476

10.08 Track shift/realign TF 34,017               $                         139 $                         186 $                       4,728,363 $6,324,465

10.09 Track removal TF 7,160                 $                           40 $                           53 $                          286,400 $378,144

10.1 Signals & Communications (from CHSR) MI 26                       $              2,740,000 $              3,662,284 $                     71,240,000 $95,219,384

20 Structures

20.01 Rail Bridge (New Single Parallel) BF 200                    $                   17,425 $                   23,290 $                       3,484,901 $4,657,919

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF 196                    $                   70,863 $                   94,716 $                     13,889,154 $18,564,243

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF 325                    $                   24,845 $                   33,208 $                       8,074,597 $10,792,506

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                   50,338 $                                   ‐ $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                   10,675 $                                   ‐ $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 159,330            $                         624 $                         834 $                     99,421,920 $132,881,220

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                 138,654 $                                   ‐ $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                   25,340 $                                   ‐ $0

20.24 Drainage Structures ‐ over 6' EA 8                         $                 226,101 $                 302,207 $                       1,808,809 $2,417,655

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 37,576               $                         177 $                         237 $                       6,666,199 $8,910,042

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 10,800               $                         222 $                         297 $                       2,397,385 $3,204,345

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 50,232               $                         147 $                         196 $                       7,370,976 $9,852,046

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 8,400                 $                         279 $                         373 $                       2,343,896 $3,132,851

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 166,461            $                           73 $                           97 $                     12,141,630 $16,228,503

20.30 Crashwalls LF 1,478                 $                      4,953 $                      6,620 $                       7,320,679 $9,784,819

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,964               $                         298 $                         398 $                       9,219,218 $12,322,407

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                         253 $                                   ‐ $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                           62 $                                   ‐ $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                           48 $                                   ‐ $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF 47,872               $                           50 $                           66 $                       2,371,564 $3,169,832

30.10 Vertical Access EA 2                         $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF 900                    $                   29,442 $                   39,794 $                     26,497,385 $35,814,301

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 300                    $                   33,256 $                   44,449 $                       9,976,650 $13,334,791

30.14 Parking ‐ Surface lot Stall 340                    $                      2,783 $                      3,720 $                          946,243 $1,264,748

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 141                    $                   19,909 $                   26,611 $                       2,815,178 $3,762,767

40.02 Excavation (and Disposal) CY 50,098               $                           49 $                           65 $                       2,436,092 $3,256,080

40.03 Over Excavation/Undercut CY           160,172 $                           55 $                           74 $                       8,827,089 $11,798,287

40.04 Embankment (Common Borrow) CY 55,981               $                           32 $                           42 $                       1,764,868 $2,358,923

40.05 Embankment (Engineer Fill/Select Borrow) CY 139,052            $                           38 $                           51 $                       5,307,868 $7,094,497

40.06 Subballast Ton 43,641               $                           44 $                           58 $                       1,909,899 $2,552,771

50 Roadway

50.01 Asphalt Concrete SY 91,423               $                         141 $                         189 $                     12,914,418 $17,261,411

50.02 Curb & Gutter LF 16,258               $                           56 $                           75 $                          913,108 $1,220,461

50.03 Concrete Median LF 1,134                 $                         114 $                         152 $                          129,309 $172,835

50.04 Concrete Sidewalk SF 30,522               $                           12 $                           16 $                          363,624 $486,020

50.05 Clearing and Grubbing Acre 13                       $                   20,905 $                   27,941 $                          271,759 $363,233

50.06 Excavation (and Disposal) CY 55,162               $                           51 $                           68 $                       2,816,453 $3,764,471

50.07 Over Excavation/Undercut CY           110,441 $                           58 $                           77 $                       6,390,731 $8,541,851

50.08 Embankment (Common Borrow) CY 732,505            $                           33 $                           44 $                     24,280,403 $32,453,186

50.09 Embankment (Engineer Fill/Select Borrow) CY 110,441            $                           40 $                           54 $                       4,430,549 $5,921,871

50.10 Maintenance of Traffic 10% 1                         $              5,251,036 $              7,018,534 $                       5,251,036 $7,018,534

50.11 Stormwater Management 5% 1                         $              2,625,518 $              3,509,267 $                       2,625,518 $3,509,267

50.12 Grade Crossing ‐ Concrete Panels TF 247                    $                      1,297 $                      1,734 $                          320,475 $428,347

50.13 Grade Crossing ‐ Quad Gates EA 4                         $                 542,996 $                 725,769 $                       2,171,985 $2,903,075

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                   29,031 $                                   ‐ $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 14                       $                   19,572 $                   26,160 $                          274,004 $366,233

50.17 New Culvert (Jack and Bore) EA 38                       $                 150,000 $                 200,490 $                       5,700,000 $7,618,620

DC2RVA ‐ RIC 6A ‐ Staples Mill Road Station Only

RIC 6A 7-34 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6A ‐ Staples Mill Road Station Only

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              6,245,600 $              8,347,869 $                       6,245,600 $8,347,869

60.03          Temporary Acquisition LS 1                         $                 801,000 $              1,070,617 $                          801,000 $1,070,617

60.04          Damages LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.05          Condemnation LS 1                         $                 690,000 $                 922,254 $                          690,000 $922,254

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              1,497,500 $              2,001,559 $                       1,497,500 $2,001,559

60.11          Business (Owners and Tenants) LF 1                         $                 455,000 $                 608,153 $                          455,000 $608,153

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 24,345               $                           47 $                           63 $                       1,144,215 $1,529,358

60.22          Water LF 2,170                 $                         261 $                         349 $                          566,370 $757,010

60.23          Sanitary Sewer LF 1,175                 $                         395 $                         528 $                          464,125 $620,349

60.24          Electric Distribution LF 9,510                 $                         297 $                         397 $                       2,824,470 $3,775,187

60.25          Electric Transmission LF 3,700                 $                      5,000 $                      6,683 $                     18,500,000 $24,727,100

60.26          Gas LF 6,915                 $                         750 $                      1,002 $                       5,186,250 $6,931,942

60.27          Major Utility Facility Relocations LF 1                         $                 250,000 $                 334,150 $                          250,000 $334,150

Subtotal $                  568,408,815 $                  760,093,392

6% Professional services 34,104,529 $                      $                     45,605,604

35% Contingency 210,879,670 $                   $                  281,994,649

Project Total 813,393,014 $                   $               1,087,693,644

RIC 6A 7-35 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 152,540            $                         395 $                         529 $                     60,253,300 $80,635,634

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 259,363            $                         359 $                         479 $                     93,111,317 $124,359,413

10.03 No. 10 Turnout EA 8                         $                 182,505 $                 243,936 $                       1,460,040 $1,951,490

10.04 No. 15 Turnout EA 46                       $                 365,010 $                 487,873 $                     16,790,460 $22,442,138

10.05 No. 20 Turnout EA 41                       $                 434,684 $                 581,012 $                     17,822,044 $23,821,487

10.06 Diamond Crossing EA 1                         $                 470,056 $                 628,277 $                          470,056 $628,277

10.07 Turnout Removal EA 15                       $                   33,228 $                   44,413 $                          498,420 $666,191

10.08 Track shift/realign TF 41,688               $                         139 $                         186 $                       5,794,632 $7,750,663

10.09 Track removal TF 26,484               $                           40 $                           53 $                       1,059,360 $1,398,711

10.1 Signals & Communications (from CHSR) MI 27                       $              2,740,000 $              3,662,284 $                     73,980,000 $98,881,668

20 Structures

20.01 Rail Bridge (New Single Parallel) BF 200                    $                   17,425 $                   23,290 $                       3,484,901 $4,657,919

20.02 Rail Bridge (New Double Parallel) BF 2,577                 $                   33,977 $                   45,414 $                     87,558,661 $117,030,907

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF 196                    $                   70,863 $                   94,716 $                     13,889,154 $18,564,243

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF 325                    $                   24,845 $                   33,208 $                       8,074,597 $10,792,506

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                   50,338 $                                   ‐ $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                   10,675 $                                   ‐ $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 242,230            $                         624 $                         834 $                  151,151,520 $202,019,820

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                 138,654 $                                   ‐ $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                   25,340 $                                   ‐ $0

20.24 Drainage Structures ‐ over 6' EA 10                       $                 226,101 $                 302,207 $                       2,261,012 $3,022,068

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 59,597               $                         177 $                         237 $                     10,572,852 $14,131,674

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 3,200                 $                         222 $                         297 $                          710,336 $949,435

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 57,618               $                         147 $                         196 $                       8,454,787 $11,300,668

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 8,400                 $                         279 $                         373 $                       2,343,896 $3,132,851

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 194,488            $                           73 $                           97 $                     14,185,913 $18,960,892

20.30 Crashwalls LF 2,883                 $                      4,953 $                      6,620 $                     14,279,781 $19,086,355

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,964               $                         298 $                         398 $                       9,219,218 $12,322,407

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                         253 $                                   ‐ $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                           62 $                                   ‐ $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                           48 $                                   ‐ $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF 63,600               $                           50 $                           66 $                       3,150,724 $4,211,258

30.10 Vertical Access EA 2                         $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                   39,794 $                                   ‐ $0

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 600                    $                   33,256 $                   44,449 $                     19,953,300 $26,669,582

30.14 Parking ‐ Surface lot Stall 30                       $                      2,783 $                      3,720 $                            83,492 $111,595

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 220                    $                   19,909 $                   26,611 $                       4,388,014 $5,865,020

40.02 Excavation (and Disposal) CY 70,268               $                           49 $                           65 $                       3,416,889 $4,567,013

40.03 Over Excavation/Undercut CY           218,165 $                           55 $                           74 $                     12,023,087 $16,070,057

40.04 Embankment (Common Borrow) CY 173,603            $                           32 $                           42 $                       5,473,042 $7,315,268

40.05 Embankment (Engineer Fill/Select Borrow) CY 197,045            $                           38 $                           51 $                       7,521,567 $10,053,326

40.06 Subballast Ton 57,726               $                           44 $                           58 $                       2,526,313 $3,376,670

50 Roadway

50.01 Asphalt Concrete SY 118,288            $                         141 $                         189 $                     16,709,369 $22,333,743

50.02 Curb & Gutter LF 22,592               $                           56 $                           75 $                       1,268,849 $1,695,943

50.03 Concrete Median LF 4,008                 $                         114 $                         152 $                          457,029 $610,865

50.04 Concrete Sidewalk SF 58,904               $                           12 $                           16 $                          701,753 $937,963

50.05 Clearing and Grubbing Acre 14                       $                   20,905 $                   27,941 $                          292,664 $391,174

50.06 Excavation (and Disposal) CY 62,815               $                           51 $                           68 $                       3,207,199 $4,286,742

50.07 Over Excavation/Undercut CY           121,921 $                           58 $                           77 $                       7,055,027 $9,429,750

50.08 Embankment (Common Borrow) CY 778,721            $                           33 $                           44 $                     25,812,328 $34,500,758

50.09 Embankment (Engineer Fill/Select Borrow) CY 121,921            $                           40 $                           54 $                       4,891,090 $6,537,432

50.10 Maintenance of Traffic 10% 1                         $              6,039,531 $              8,072,437 $                       6,039,531 $8,072,437

50.11 Stormwater Management 5% 1                         $              3,019,766 $              4,036,219 $                       3,019,766 $4,036,219

50.12 Grade Crossing ‐ Concrete Panels TF 247                    $                      1,297 $                      1,734 $                          320,475 $428,347

50.13 Grade Crossing ‐ Quad Gates EA 4                         $                 542,996 $                 725,769 $                       2,171,985 $2,903,075

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                   29,031 $                                   ‐ $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 18                       $                   19,572 $                   26,160 $                          352,290 $470,871

50.17 New Culvert (Jack and Bore) EA 41                       $                 150,000 $                 200,490 $                       6,150,000 $8,220,090

DC2RVA ‐ RIC 6B (A‐Line) ‐ Boulevard Station Only

RIC 6B A-Line 7-36 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6B (A‐Line) ‐ Boulevard Station Only

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $            10,210,100 $            13,646,820 $                     10,210,100 $13,646,820

60.03          Temporary Acquisition LS 1                         $              1,480,600 $              1,978,970 $                       1,480,600 $1,978,970

60.04          Damages LS 1                         $                 280,000 $                 374,248 $                          280,000 $374,248

60.05          Condemnation LS 1                         $              2,075,000 $              2,773,445 $                       2,075,000 $2,773,445

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              3,192,500 $              4,267,096 $                       3,192,500 $4,267,096

60.11          Business (Owners and Tenants) LF 1                         $                 675,000 $                 902,205 $                          675,000 $902,205

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 104,855            $                           47 $                           63 $                       4,928,185 $6,587,012

60.22          Water LF 2,575                 $                         261 $                         349 $                          672,075 $898,295

60.23          Sanitary Sewer LF 1,220                 $                         395 $                         528 $                          481,900 $644,108

60.24          Electric Distribution LF 20,920               $                         297 $                         397 $                       6,213,240 $8,304,617

60.25          Electric Transmission LF 5,200                 $                      5,000 $                      6,683 $                     26,000,000 $34,751,600

60.26          Gas LF 7,200                 $                         750 $                      1,002 $                       5,400,000 $7,217,640

60.27          Major Utility Facility Relocations LF 1                         $                 250,000 $                 334,150 $                          250,000 $334,150

Subtotal $                  796,852,674 $               1,065,060,766

6% Professional services 47,811,160 $                      $                     63,903,646

35% Contingency 295,632,342 $                   $                  395,137,544

Project Total 1,140,296,176 $                $               1,524,101,957

RIC 6B A-Line 7-37 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 165,501            $                         395 $                         529 $                     65,372,895 $87,487,072

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 160,984            $                         359 $                         479 $                     57,793,256 $77,188,634

10.03 No. 10 Turnout EA 18                       $                 182,505 $                 243,936 $                       3,285,090 $4,390,853

10.04 No. 15 Turnout EA 48                       $                 365,010 $                 487,873 $                     17,520,480 $23,417,883

10.05 No. 20 Turnout EA 35                       $                 434,684 $                 581,012 $                     15,213,940 $20,335,415

10.06 Diamond Crossing EA 3                         $                 470,056 $                 628,277 $                       1,410,168 $1,884,832

10.07 Turnout Removal EA 29                       $                   33,228 $                   44,413 $                          963,612 $1,287,969

10.08 Track shift/realign TF 15,985               $                         139 $                         186 $                       2,221,915 $2,971,943

10.09 Track removal TF 25,952               $                           40 $                           53 $                       1,038,080 $1,370,614

10.1 Signals & Communications (from CHSR) MI 26                       $              2,740,000 $              3,662,284 $                     71,240,000 $95,219,384

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                   23,290 $                                   ‐ $0

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                   94,716 $                                   ‐ $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                   33,208 $                                   ‐ $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF 2,242                 $                   37,661 $                   50,338 $                     84,436,508 $112,857,836

20.19 Restore Track on Downtown Richmond Viaduct BF 6,075                 $                      7,986 $                   10,675 $                     48,514,950 $64,850,625

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 94,430               $                         624 $                         834 $                     58,924,320 $78,754,620

20.22 James River Floodwall Penetrations EA 2                         $                 103,737 $                 138,654 $                          207,474 $277,308

20.23 Pedestrian bridges ‐ Trails BF 188                    $                   18,959 $                   25,340 $                       3,564,292 $4,763,920

20.24 Drainage Structures ‐ over 6' EA 19                       $                 226,101 $                 302,207 $                       4,295,922 $5,741,930

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 64,350               $                         177 $                         237 $                     11,416,061 $15,258,708

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 3,650                 $                         222 $                         297 $                          810,227 $1,082,950

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 38,318               $                         147 $                         196 $                       5,622,731 $7,515,343

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 5,300                 $                         279 $                         373 $                       1,478,887 $1,976,680

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 171,678            $                           73 $                           97 $                     12,522,157 $16,737,115

20.30 Crashwalls LF 3,157                 $                      4,953 $                      6,620 $                     15,636,930 $20,900,320

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,964               $                         298 $                         398 $                       9,219,218 $12,322,407

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                         253 $                                   ‐ $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF 72,000               $                           46 $                           62 $                       3,338,286 $4,461,953

30.07 Platforms ‐ New (Maintenance Only) SF 57,593               $                           36 $                           48 $                       2,065,120 $2,760,240

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                           66 $                                   ‐ $0

30.10 Vertical Access EA 2                         $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF 1,180                 $                   29,442 $                   39,794 $                     34,741,015 $46,956,528

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 600                    $                   33,256 $                   44,449 $                     19,953,300 $26,669,582

30.14 Parking ‐ Surface lot Stall 30                       $                      2,783 $                      3,720 $                            83,492 $111,595

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 213                    $                   19,909 $                   26,611 $                       4,248,649 $5,678,744

40.02 Excavation (and Disposal) CY 117,565            $                           49 $                           65 $                       5,716,777 $7,641,045

40.03 Over Excavation/Undercut CY           432,850 $                           55 $                           74 $                     23,854,390 $31,883,778

40.04 Embankment (Common Borrow) CY 22,005               $                           32 $                           42 $                          693,734 $927,245

40.05 Embankment (Engineer Fill/Select Borrow) CY 411,730            $                           38 $                           51 $                     15,716,484 $21,006,653

40.06 Subballast Ton 63,948               $                           44 $                           58 $                       2,798,612 $3,740,625

50 Roadway

50.01 Asphalt Concrete SY 69,733               $                         141 $                         189 $                       9,850,487 $13,166,161

50.02 Curb & Gutter LF 15,533               $                           56 $                           75 $                          872,390 $1,166,036

50.03 Concrete Median LF 1,447                 $                         114 $                         152 $                          165,000 $220,539

50.04 Concrete Sidewalk SF 29,837               $                           12 $                           16 $                          355,463 $475,112

50.05 Clearing and Grubbing Acre 3                         $                   20,905 $                   27,941 $                            62,714 $83,823

50.06 Excavation (and Disposal) CY 10,482               $                           51 $                           68 $                          535,188 $715,333

50.07 Over Excavation/Undercut CY              59,595 $                           58 $                           77 $                       3,448,498 $4,609,263

50.08 Embankment (Common Borrow) CY 216,414            $                           33 $                           44 $                       7,173,492 $9,588,090

50.09 Embankment (Engineer Fill/Select Borrow) CY 59,595               $                           40 $                           54 $                       2,390,766 $3,195,497

50.10 Maintenance of Traffic 10% 1                         $              2,485,400 $              3,321,986 $                       2,485,400 $3,321,986

50.11 Stormwater Management 5% 1                         $              1,242,700 $              1,660,993 $                       1,242,700 $1,660,993

50.12 Grade Crossing ‐ Concrete Panels TF 731                    $                      1,297 $                      1,734 $                          948,450 $1,267,698

50.13 Grade Crossing ‐ Quad Gates EA 9                         $                 542,996 $                 725,769 $                       4,886,966 $6,531,918

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 3                         $                 282,034 $                 376,966 $                          846,102 $1,130,899

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 2                         $                   21,720 $                   29,031 $                            43,440 $58,061

50.16 Culvert Extension (less than 6‐ft dia.) EA 26                       $                   19,572 $                   26,160 $                          508,864 $680,148

50.17 New Culvert (Jack and Bore) EA 37                       $                 150,000 $                 200,490 $                       5,550,000 $7,418,130

DC2RVA ‐ RIC 6B (S‐Line) ‐ Boulevard Station Only

RIC 6B S-Line# 7-38 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6B (S‐Line) ‐ Boulevard Station Only

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              6,106,600 $              8,162,082 $                       6,106,600 $8,162,082

60.03          Temporary Acquisition LS 1                         $              1,957,234 $              2,616,039 $                       1,957,234 $2,616,039

60.04          Damages LS 1                         $              3,985,000 $              5,326,351 $                       3,985,000 $5,326,351

60.05          Condemnation LS 1                         $                 453,000 $                 605,480 $                          453,000 $605,480

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              1,295,000 $              1,730,897 $                       1,295,000 $1,730,897

60.11          Business (Owners and Tenants) LF 1                         $                 487,500 $                 651,593 $                          487,500 $651,593

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 196,175            $                           47 $                           63 $                       9,220,225 $12,323,753

60.22          Water LF 1,658                 $                         261 $                         349 $                          432,738 $578,398

60.23          Sanitary Sewer LF 1,215                 $                         395 $                         528 $                          479,925 $641,468

60.24          Electric Distribution LF 23,020               $                         297 $                         397 $                       6,836,940 $9,138,254

60.25          Electric Transmission LF 14,700               $                      5,000 $                      6,683 $                     73,500,000 $98,240,100

60.26          Gas LF 7,325                 $                         750 $                      1,002 $                       5,493,750 $7,342,946

60.27          Major Utility Facility Relocations LF 2                         $                 250,000 $                 334,150 $                          500,000 $668,300

Subtotal $                  758,332,805 $               1,014,148,677

6% Professional services 45,499,968 $                      $                     60,848,921

35% Contingency 281,341,471 $                   $                  376,249,159

Project Total 1,085,174,245 $                $               1,451,246,757

RIC 6B S-Line# 7-39 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 148,292            $                         395 $                         529 $                     58,575,340 $78,390,058

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 256,262            $                         359 $                         479 $                     91,998,058 $122,872,545

10.03 No. 10 Turnout EA 9                         $                 182,505 $                 243,936 $                       1,642,545 $2,195,427

10.04 No. 15 Turnout EA 46                       $                 365,010 $                 487,873 $                     16,790,460 $22,442,138

10.05 No. 20 Turnout EA 52                       $                 434,684 $                 581,012 $                     22,603,568 $30,212,617

10.06 Diamond Crossing EA 1                         $                 470,056 $                 628,277 $                          470,056 $628,277

10.07 Turnout Removal EA 28                       $                   33,228 $                   44,413 $                          930,384 $1,243,556

10.08 Track shift/realign TF 42,397               $                         139 $                         186 $                       5,893,183 $7,882,480

10.09 Track removal TF 29,881               $                           40 $                           53 $                       1,195,240 $1,578,118

10.1 Signals & Communications (from CHSR) MI 27                       $              2,740,000 $              3,662,284 $                     73,980,000 $98,881,668

20 Structures

20.01 Rail Bridge (New Single Parallel) BF 200                    $                   17,425 $                   23,290 $                       3,484,901 $4,657,919

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF 196                    $                   70,863 $                   94,716 $                     13,889,154 $18,564,243

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF 325                    $                   24,845 $                   33,208 $                       8,074,597 $10,792,506

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                   50,338 $                                   ‐ $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                   10,675 $                                   ‐ $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 242,230            $                         624 $                         834 $                  151,151,520 $202,019,820

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                 138,654 $                                   ‐ $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                   25,340 $                                   ‐ $0

20.24 Drainage Structures ‐ over 6' EA 10                       $                 226,101 $                 302,207 $                       2,261,012 $3,022,068

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 80,764               $                         177 $                         237 $                     14,328,000 $19,150,804

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 15,423               $                         222 $                         297 $                       3,423,599 $4,575,982

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 59,516               $                         147 $                         196 $                       8,733,297 $11,672,925

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 8,400                 $                         279 $                         373 $                       2,343,896 $3,132,851

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 194,488            $                           73 $                           97 $                     14,185,913 $18,960,892

20.30 Crashwalls LF 2,714                 $                      4,953 $                      6,620 $                     13,442,707 $17,967,523

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,964               $                         298 $                         398 $                       9,219,218 $12,322,407

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                         253 $                                   ‐ $0

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF                    ‐ $                           46 $                           62 $                                   ‐ $0

30.07 Platforms ‐ New (Maintenance Only) SF                    ‐ $                           36 $                           48 $                                   ‐ $0

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF 48,000               $                           50 $                           66 $                       2,377,905 $3,178,308

30.10 Vertical Access EA 2                         $                 150,000 $                 200,490 $                          300,000 $400,980

30.11 Ped Bridge ‐ For Stations BF 920                    $                   29,442 $                   39,794 $                     27,086,215 $36,610,175

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 300                    $                   33,256 $                   44,449 $                       9,976,650 $13,334,791

30.14 Parking ‐ Surface lot Stall 300                    $                      2,783 $                      3,720 $                          834,920 $1,115,954

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 230                    $                   19,909 $                   26,611 $                       4,587,107 $6,131,128

40.02 Excavation (and Disposal) CY 388,359            $                           49 $                           65 $                     18,884,549 $25,241,088

40.03 Over Excavation/Undercut CY           275,803 $                           55 $                           74 $                     15,199,520 $20,315,679

40.04 Embankment (Common Borrow) CY 22,005               $                           32 $                           42 $                          693,734 $927,245

40.05 Embankment (Engineer Fill/Select Borrow) CY 254,683            $                           38 $                           51 $                       9,721,714 $12,994,043

40.06 Subballast Ton 62,677               $                           44 $                           58 $                       2,742,988 $3,666,278

50 Roadway

50.01 Asphalt Concrete SY 134,018            $                         141 $                         189 $                     18,931,390 $25,303,696

50.02 Curb & Gutter LF 25,400               $                           56 $                           75 $                       1,426,556 $1,906,735

50.03 Concrete Median LF 4,296                 $                         114 $                         152 $                          489,869 $654,760

50.04 Concrete Sidewalk SF 80,068               $                           12 $                           16 $                          953,890 $1,274,969

50.05 Clearing and Grubbing Acre 15                       $                   20,905 $                   27,941 $                          313,568 $419,115

50.06 Excavation (and Disposal) CY 141,587            $                           51 $                           68 $                       7,229,128 $9,662,452

50.07 Over Excavation/Undercut CY           121,921 $                           58 $                           77 $                       7,055,027 $9,429,750

50.08 Embankment (Common Borrow) CY 745,349            $                           33 $                           44 $                     24,706,144 $33,022,232

50.09 Embankment (Engineer Fill/Select Borrow) CY 121,921            $                           40 $                           54 $                       4,891,090 $6,537,432

50.10 Maintenance of Traffic 10% 1                         $              6,599,667 $              8,821,115 $                       6,599,667 $8,821,115

50.11 Stormwater Management 5% 1                         $              3,299,834 $              4,410,558 $                       3,299,834 $4,410,558

50.12 Grade Crossing ‐ Concrete Panels TF 1,218                 $                      1,297 $                      1,734 $                       1,580,317 $2,112,252

50.13 Grade Crossing ‐ Quad Gates EA 4                         $                 542,996 $                 725,769 $                       2,171,985 $2,903,075

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 4                         $                 282,034 $                 376,966 $                       1,128,135 $1,507,866

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                   29,031 $                                   ‐ $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 19                       $                   19,572 $                   26,160 $                          371,862 $497,031

50.17 New Culvert (Jack and Bore) EA 39                       $                 150,000 $                 200,490 $                       5,850,000 $7,819,110

DC2RVA ‐ RIC 6C ‐ Broad Street Station Only

RIC 6C 7-40 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6C ‐ Broad Street Station Only

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $            18,165,400 $            24,279,874 $                     18,165,400 $24,279,874

60.03          Temporary Acquisition LS 1                         $              1,431,500 $              1,913,343 $                       1,431,500 $1,913,343

60.04          Damages LS 1                         $                   40,000 $                   53,464 $                            40,000 $53,464

60.05          Condemnation LS 1                         $              3,660,000 $              4,891,956 $                       3,660,000 $4,891,956

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              7,935,000 $            10,605,921 $                       7,935,000 $10,605,921

60.11          Business (Owners and Tenants) LF 1                         $              2,300,000 $              3,074,180 $                       2,300,000 $3,074,180

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 104,900            $                           47 $                           63 $                       4,930,300 $6,589,839

60.22          Water LF 2,665                 $                         261 $                         349 $                          695,565 $929,692

60.23          Sanitary Sewer LF 1,220                 $                         395 $                         528 $                          481,900 $644,108

60.24          Electric Distribution LF 20,920               $                         297 $                         397 $                       6,213,240 $8,304,617

60.25          Electric Transmission LF 5,700                 $                      5,000 $                      6,683 $                     28,500,000 $38,093,100

60.26          Gas LF 7,200                 $                         750 $                      1,002 $                       5,400,000 $7,217,640

60.27          Major Utility Facility Relocations LF 1                         $                 250,000 $                 334,150 $                          250,000 $334,150

Subtotal $                  778,023,319 $               1,040,296,522

6% Professional services 46,681,399 $                      $                     62,417,791

35% Contingency 288,646,651 $                   $                  385,950,010

Project Total 1,113,351,370 $                $               1,488,664,323

RIC 6C 7-41 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 166,496            $                         395 $                         529 $                     65,765,920 $88,013,049

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 154,209            $                         359 $                         479 $                     55,361,031 $73,940,156

10.03 No. 10 Turnout EA 18                       $                 182,505 $                 243,936 $                       3,285,090 $4,390,853

10.04 No. 15 Turnout EA 46                       $                 365,010 $                 487,873 $                     16,790,460 $22,442,138

10.05 No. 20 Turnout EA 35                       $                 434,684 $                 581,012 $                     15,213,940 $20,335,415

10.06 Diamond Crossing EA 3                         $                 470,056 $                 628,277 $                       1,410,168 $1,884,832

10.07 Turnout Removal EA 29                       $                   33,228 $                   44,413 $                          963,612 $1,287,969

10.08 Track shift/realign TF 15,985               $                         139 $                         186 $                       2,221,915 $2,971,943

10.09 Track removal TF 25,952               $                           40 $                           53 $                       1,038,080 $1,370,614

10.1 Signals & Communications (from CHSR) MI 26                       $              2,740,000 $              3,662,284 $                     71,240,000 $95,219,384

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                   23,290 $                                   ‐ $0

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                   94,716 $                                   ‐ $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                   33,208 $                                   ‐ $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF 2,242                 $                   37,661 $                   50,338 $                     84,436,508 $112,857,836

20.19 Restore Track on Downtown Richmond Viaduct BF 6,075                 $                      7,986 $                   10,675 $                     48,514,950 $64,850,625

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 68,130               $                         624 $                         834 $                     42,513,120 $56,820,420

20.22 James River Floodwall Penetrations EA 2                         $                 103,737 $                 138,654 $                          207,474 $277,308

20.23 Pedestrian bridges ‐ Trails BF 188                    $                   18,959 $                   25,340 $                       3,564,292 $4,763,920

20.24 Drainage Structures ‐ over 6' EA 19                       $                 226,101 $                 302,207 $                       4,295,922 $5,741,930

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 64,350               $                         177 $                         237 $                     11,416,061 $15,258,708

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 3,650                 $                         222 $                         297 $                          810,227 $1,082,950

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 38,318               $                         147 $                         196 $                       5,622,731 $7,515,343

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 5,300                 $                         279 $                         373 $                       1,478,887 $1,976,680

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 142,990            $                           73 $                           97 $                     10,429,660 $13,940,284

20.30 Crashwalls LF 3,157                 $                      4,953 $                      6,620 $                     15,636,930 $20,900,320

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF                    ‐ $                         298 $                         398 $                                   ‐ $0

30.04 Main Street Station Upgrade ‐ med SF                    ‐ $                         189 $                         253 $                                   ‐ $0

30.05 Main Street Station Upgrade ‐ Large SF 6,800                 $                         186 $                         248 $                       1,262,290 $1,687,177

30.06 Platforms ‐ New (Passenger Only) SF 60,000               $                           46 $                           62 $                       2,781,905 $3,718,294

30.07 Platforms ‐ New (Maintenance Only) SF 57,593               $                           36 $                           48 $                       2,065,120 $2,760,240

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                           66 $                                   ‐ $0

30.10 Vertical Access EA 4                         $                 150,000 $                 200,490 $                          600,000 $801,960

30.11 Ped Bridge ‐ For Stations BF                    ‐ $                   29,442 $                   39,794 $                                   ‐ $0

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 600                    $                   33,256 $                   44,449 $                     19,953,300 $26,669,582

30.14 Parking ‐ Surface lot Stall 52                       $                      2,783 $                      3,720 $                          144,719 $193,432

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 209                    $                   19,909 $                   26,611 $                       4,169,012 $5,572,301

40.02 Excavation (and Disposal) CY 108,945            $                           49 $                           65 $                       5,297,617 $7,080,795

40.03 Over Excavation/Undercut CY           432,850 $                           55 $                           74 $                     23,854,390 $31,883,778

40.04 Embankment (Common Borrow) CY 22,005               $                           32 $                           42 $                          693,734 $927,245

40.05 Embankment (Engineer Fill/Select Borrow) CY 411,730            $                           38 $                           51 $                     15,716,484 $21,006,653

40.06 Subballast Ton 63,948               $                           44 $                           58 $                       2,798,612 $3,740,625

50 Roadway

50.01 Asphalt Concrete SY 64,323               $                         141 $                         189 $                       9,086,270 $12,144,709

50.02 Curb & Gutter LF 14,378               $                           56 $                           75 $                          807,521 $1,079,332

50.03 Concrete Median LF 829                    $                         114 $                         152 $                            94,530 $126,349

50.04 Concrete Sidewalk SF 22,567               $                           12 $                           16 $                          268,852 $359,347

50.05 Clearing and Grubbing Acre 3                         $                   20,905 $                   27,941 $                            62,714 $83,823

50.06 Excavation (and Disposal) CY 10,675               $                           51 $                           68 $                          545,043 $728,504

50.07 Over Excavation/Undercut CY              59,595 $                           58 $                           77 $                       3,448,498 $4,609,263

50.08 Embankment (Common Borrow) CY 180,880            $                           33 $                           44 $                       5,995,644 $8,013,778

50.09 Embankment (Engineer Fill/Select Borrow) CY 59,595               $                           40 $                           54 $                       2,390,766 $3,195,497

50.10 Maintenance of Traffic 10% 1                         $              2,269,984 $              3,034,061 $                       2,269,984 $3,034,061

50.11 Stormwater Management 5% 1                         $              1,134,992 $              1,517,031 $                       1,134,992 $1,517,031

50.12 Grade Crossing ‐ Concrete Panels TF 1,079                 $                      1,297 $                      1,734 $                       1,399,969 $1,871,199

50.13 Grade Crossing ‐ Quad Gates EA 9                         $                 542,996 $                 725,769 $                       4,886,966 $6,531,918

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 4                         $                 282,034 $                 376,966 $                       1,128,135 $1,507,866

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 2                         $                   21,720 $                   29,031 $                            43,440 $58,061

50.16 Culvert Extension (less than 6‐ft dia.) EA 26                       $                   19,572 $                   26,160 $                          508,864 $680,148

50.17 New Culvert (Jack and Bore) EA 37                       $                 150,000 $                 200,490 $                       5,550,000 $7,418,130

DC2RVA ‐ RIC 6D ‐ Main Street Station Only

RIC 6D 7-42 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6D ‐ Main Street Station Only

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              6,106,600 $              8,162,082 $                       6,106,600 $8,162,082

60.03          Temporary Acquisition LS 1                         $              1,957,234 $              2,616,039 $                       1,957,234 $2,616,039

60.04          Damages LS 1                         $              3,985,000 $              5,326,351 $                       3,985,000 $5,326,351

60.05          Condemnation LS 1                         $                 453,000 $                 605,480 $                          453,000 $605,480

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              1,295,000 $              1,730,897 $                       1,295,000 $1,730,897

60.11          Business (Owners and Tenants) LF 1                         $                 487,500 $                 651,593 $                          487,500 $651,593

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 196,175            $                           47 $                           63 $                       9,220,225 $12,323,753

60.22          Water LF 1,658                 $                         261 $                         349 $                          432,738 $578,398

60.23          Sanitary Sewer LF 1,215                 $                         395 $                         528 $                          479,925 $641,468

60.24          Electric Distribution LF 23,020               $                         297 $                         397 $                       6,836,940 $9,138,254

60.25          Electric Transmission LF 14,700               $                      5,000 $                      6,683 $                     73,500,000 $98,240,100

60.26          Gas LF 7,325                 $                         750 $                      1,002 $                       5,493,750 $7,342,946

60.27          Major Utility Facility Relocations LF 2                         $                 250,000 $                 334,150 $                          500,000 $668,300

Subtotal $                  691,924,262 $                  924,869,434

6% Professional services 41,515,456 $                      $                     55,492,166

35% Contingency 256,703,901 $                   $                  343,126,560

Project Total 990,143,619 $                   $               1,323,488,160

RIC 6D 7-43 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 108,312            $                         395 $                         529 $                     42,783,240 $57,255,846

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 378,489            $                         359 $                         479 $                  135,877,551 $181,477,967

10.03 No. 10 Turnout EA 9                         $                 182,505 $                 243,936 $                       1,642,545 $2,195,427

10.04 No. 15 Turnout EA 27                       $                 365,010 $                 487,873 $                       9,855,270 $13,172,559

10.05 No. 20 Turnout EA 25                       $                 434,684 $                 581,012 $                     10,867,100 $14,525,297

10.06 Diamond Crossing EA 1                         $                 470,056 $                 628,277 $                          470,056 $628,277

10.07 Turnout Removal EA 6                         $                   33,228 $                   44,413 $                          199,368 $266,476

10.08 Track shift/realign TF 38,070               $                         139 $                         186 $                       5,291,730 $7,078,002

10.09 Track removal TF 11,025               $                           40 $                           53 $                          441,000 $582,268

10.1 Signals & Communications (from CHSR) MI 29                       $              2,740,000 $              3,662,284 $                     79,460,000 $106,206,236

20 Structures

20.01 Rail Bridge (New Single Parallel) BF 200                    $                   17,425 $                   23,290 $                       3,484,901 $4,657,919

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF 196                    $                   70,863 $                   94,716 $                     13,889,154 $18,564,243

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF 325                    $                   24,845 $                   33,208 $                       8,074,597 $10,792,506

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF                    ‐ $                   37,661 $                   50,338 $                                   ‐ $0

20.19 Restore Track on Downtown Richmond Viaduct BF                    ‐ $                      7,986 $                   10,675 $                                   ‐ $0

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 165,230            $                         624 $                         834 $                  103,103,520 $137,801,820

20.22 James River Floodwall Penetrations EA                    ‐ $                 103,737 $                 138,654 $                                   ‐ $0

20.23 Pedestrian bridges ‐ Trails BF                    ‐ $                   18,959 $                   25,340 $                                   ‐ $0

20.24 Drainage Structures ‐ over 6' EA 8                         $                 226,101 $                 302,207 $                       1,808,809 $2,417,655

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 45,360               $                         177 $                         237 $                       8,047,126 $10,755,788

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 11,650               $                         222 $                         297 $                       2,586,068 $3,456,538

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 69,327               $                         147 $                         196 $                     10,172,950 $13,597,165

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 10,650               $                         279 $                         373 $                       2,971,725 $3,972,008

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 166,461            $                           73 $                           97 $                     12,141,630 $16,228,503

20.30 Crashwalls LF 1,918                 $                      4,953 $                      6,620 $                       9,500,042 $12,697,756

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,964               $                         298 $                         398 $                       9,219,218 $12,322,407

30.04 Main Street Station Upgrade ‐ med SF 6,800                 $                         189 $                         253 $                       1,288,051 $1,721,609

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF 96,000               $                           46 $                           62 $                       4,451,048 $5,949,270

30.07 Platforms ‐ New (Maintenance Only) SF 57,593               $                           36 $                           48 $                       2,065,120 $2,760,240

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                           66 $                                   ‐ $0

30.10 Vertical Access EA 5                         $                 150,000 $                 200,490 $                          750,000 $1,002,450

30.11 Ped Bridge ‐ For Stations BF 900                    $                   29,442 $                   39,794 $                     26,497,385 $35,814,301

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 300                    $                   33,256 $                   44,449 $                       9,976,650 $13,334,791

30.14 Parking ‐ Surface lot Stall 380                    $                      2,783 $                      3,720 $                       1,057,565 $1,413,542

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 165                    $                   19,909 $                   26,611 $                       3,293,002 $4,401,426

40.02 Excavation (and Disposal) CY 60,742               $                           49 $                           65 $                       2,953,672 $3,947,878

40.03 Over Excavation/Undercut CY           238,833 $                           55 $                           74 $                     13,162,101 $17,592,465

40.04 Embankment (Common Borrow) CY 59,480               $                           32 $                           42 $                       1,875,178 $2,506,363

40.05 Embankment (Engineer Fill/Select Borrow) CY 217,713            $                           38 $                           51 $                       8,310,502 $11,107,817

40.06 Subballast Ton 53,948               $                           44 $                           58 $                       2,360,973 $3,155,677

50 Roadway

50.01 Asphalt Concrete SY 91,423               $                         141 $                         189 $                     12,914,418 $17,261,411

50.02 Curb & Gutter LF 16,258               $                           56 $                           75 $                          913,108 $1,220,461

50.03 Concrete Median LF 1,134                 $                         114 $                         152 $                          129,309 $172,835

50.04 Concrete Sidewalk SF 30,522               $                           12 $                           16 $                          363,624 $486,020

50.05 Clearing and Grubbing Acre 13                       $                   20,905 $                   27,941 $                          271,759 $363,233

50.06 Excavation (and Disposal) CY 55,162               $                           51 $                           68 $                       2,816,453 $3,764,471

50.07 Over Excavation/Undercut CY           110,441 $                           58 $                           77 $                       6,390,731 $8,541,851

50.08 Embankment (Common Borrow) CY 732,505            $                           33 $                           44 $                     24,280,403 $32,453,186

50.09 Embankment (Engineer Fill/Select Borrow) CY 110,441            $                           40 $                           54 $                       4,430,549 $5,921,871

50.10 Maintenance of Traffic 10% 1                         $              5,251,036 $              7,018,534 $                       5,251,036 $7,018,534

50.11 Stormwater Management 5% 1                         $              2,625,518 $              3,509,267 $                       2,625,518 $3,509,267

50.12 Grade Crossing ‐ Concrete Panels TF 247                    $                      1,297 $                      1,734 $                          320,475 $428,347

50.13 Grade Crossing ‐ Quad Gates EA 4                         $                 542,996 $                 725,769 $                       2,171,985 $2,903,075

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 1                         $                 282,034 $                 376,966 $                          282,034 $376,966

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA                    ‐ $                   21,720 $                   29,031 $                                   ‐ $0

50.16 Culvert Extension (less than 6‐ft dia.) EA 16                       $                   19,572 $                   26,160 $                          313,147 $418,552

50.17 New Culvert (Jack and Bore) EA 40                       $                 150,000 $                 200,490 $                       6,000,000 $8,019,600

DC2RVA ‐ RIC 6E ‐ Main Street / Staples Mill Stations ‐ Split Service

RIC 6E 7-44 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6E ‐ Main Street / Staples Mill Stations ‐ Split Service

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              5,108,400 $              6,827,887 $                       5,108,400 $6,827,887

60.03          Temporary Acquisition LS 1                         $                 411,600 $                 550,145 $                          411,600 $550,145

60.04          Damages LS 1                         $              1,335,000 $              1,784,361 $                       1,335,000 $1,784,361

60.05          Condemnation LS 1                         $                 685,000 $                 915,571 $                          685,000 $915,571

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              1,467,500 $              1,961,461 $                       1,467,500 $1,961,461

60.11          Business (Owners and Tenants) LF 1                         $                 455,000 $                 608,153 $                          455,000 $608,153

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 91,630               $                           47 $                           63 $                       4,306,610 $5,756,215

60.22          Water LF 2,350                 $                         261 $                         349 $                          613,350 $819,804

60.23          Sanitary Sewer LF 1,220                 $                         395 $                         528 $                          481,900 $644,108

60.24          Electric Distribution LF 11,040               $                         297 $                         397 $                       3,278,880 $4,382,551

60.25          Electric Transmission LF 3,700                 $                      5,000 $                      6,683 $                     18,500,000 $24,727,100

60.26          Gas LF 7,140                 $                         750 $                      1,002 $                       5,355,000 $7,157,493

60.27          Major Utility Facility Relocations LF 2                         $                 250,000 $                 334,150 $                          500,000 $668,300

Subtotal $                  661,901,635 $                  885,023,319

6% Professional services 39,714,098 $                      $                     53,101,399

35% Contingency 245,565,507 $                   $                  328,343,651

Project Total 947,181,240 $                   $               1,266,468,369

RIC 6E 7-45 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 170,404            $                         395 $                         529 $                     67,309,580 $90,078,894

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 150,434            $                         359 $                         479 $                     54,005,806 $72,130,119

10.03 No. 10 Turnout EA 17                       $                 182,505 $                 243,936 $                       3,102,585 $4,146,917

10.04 No. 15 Turnout EA 52                       $                 365,010 $                 487,873 $                     18,980,520 $25,369,373

10.05 No. 20 Turnout EA 36                       $                 434,684 $                 581,012 $                     15,648,624 $20,916,427

10.06 Diamond Crossing EA 3                         $                 470,056 $                 628,277 $                       1,410,168 $1,884,832

10.07 Turnout Removal EA 29                       $                   33,228 $                   44,413 $                          963,612 $1,287,969

10.08 Track shift/realign TF 15,985               $                         139 $                         186 $                       2,221,915 $2,971,943

10.09 Track removal TF 28,454               $                           40 $                           53 $                       1,138,160 $1,502,753

10.1 Signals & Communications (from CHSR) MI 26                       $              2,740,000 $              3,662,284 $                     71,240,000 $95,219,384

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                   23,290 $                                   ‐ $0

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                   94,716 $                                   ‐ $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                   33,208 $                                   ‐ $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF 2,242                 $                   37,661 $                   50,338 $                     84,436,508 $112,857,836

20.19 Restore Track on Downtown Richmond Viaduct BF 6,075                 $                      7,986 $                   10,675 $                     48,514,950 $64,850,625

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 68,130               $                         624 $                         834 $                     42,513,120 $56,820,420

20.22 James River Floodwall Penetrations EA 2                         $                 103,737 $                 138,654 $                          207,474 $277,308

20.23 Pedestrian bridges ‐ Trails BF 188                    $                   18,959 $                   25,340 $                       3,564,292 $4,763,920

20.24 Drainage Structures ‐ over 6' EA 19                       $                 226,101 $                 302,207 $                       4,295,922 $5,741,930

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 54,121               $                         177 $                         237 $                       9,601,378 $12,833,201

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 3,650                 $                         222 $                         297 $                          810,227 $1,082,950

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 47,670               $                         147 $                         196 $                       6,995,031 $9,349,559

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 5,300                 $                         279 $                         373 $                       1,478,887 $1,976,680

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 142,990            $                           73 $                           97 $                     10,429,660 $13,940,284

20.30 Crashwalls LF 3,157                 $                      4,953 $                      6,620 $                     15,636,930 $20,900,320

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,964               $                         298 $                         398 $                       9,219,218 $12,322,407

30.04 Main Street Station Upgrade ‐ med SF 6,800                 $                         189 $                         253 $                       1,288,051 $1,721,609

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF 117,600            $                           46 $                           62 $                       5,452,533 $7,287,856

30.07 Platforms ‐ New (Maintenance Only) SF 57,593               $                           36 $                           48 $                       2,065,120 $2,760,240

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                           66 $                                   ‐ $0

30.10 Vertical Access EA 6                         $                 150,000 $                 200,490 $                          900,000 $1,202,940

30.11 Ped Bridge ‐ For Stations BF 1,900                 $                   29,442 $                   39,794 $                     55,938,923 $75,607,969

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 300                    $                   33,256 $                   44,449 $                       9,976,650 $13,334,791

30.14 Parking ‐ Surface lot Stall 400                    $                      2,783 $                      3,720 $                       1,113,227 $1,487,939

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 221                    $                   19,909 $                   26,611 $                       4,407,923 $5,891,631

40.02 Excavation (and Disposal) CY 143,336            $                           49 $                           65 $                       6,969,932 $9,316,011

40.03 Over Excavation/Undercut CY           437,569 $                           55 $                           74 $                     24,114,454 $32,231,380

40.04 Embankment (Common Borrow) CY 22,005               $                           32 $                           42 $                          693,734 $927,245

40.05 Embankment (Engineer Fill/Select Borrow) CY 416,449            $                           38 $                           51 $                     15,896,617 $21,247,418

40.06 Subballast Ton 66,644               $                           44 $                           58 $                       2,916,600 $3,898,327

50 Roadway

50.01 Asphalt Concrete SY 64,323               $                         141 $                         189 $                       9,086,270 $12,144,709

50.02 Curb & Gutter LF 14,378               $                           56 $                           75 $                          807,521 $1,079,332

50.03 Concrete Median LF 829                    $                         114 $                         152 $                            94,530 $126,349

50.04 Concrete Sidewalk SF 22,567               $                           12 $                           16 $                          268,852 $359,347

50.05 Clearing and Grubbing Acre 3                         $                   20,905 $                   27,941 $                            62,714 $83,823

50.06 Excavation (and Disposal) CY 10,675               $                           51 $                           68 $                          545,043 $728,504

50.07 Over Excavation/Undercut CY              59,595 $                           58 $                           77 $                       3,448,498 $4,609,263

50.08 Embankment (Common Borrow) CY 180,880            $                           33 $                           44 $                       5,995,644 $8,013,778

50.09 Embankment (Engineer Fill/Select Borrow) CY 59,595               $                           40 $                           54 $                       2,390,766 $3,195,497

50.10 Maintenance of Traffic 10% 1                         $              2,269,984 $              3,034,061 $                       2,269,984 $3,034,061

50.11 Stormwater Management 5% 1                         $              1,134,992 $              1,517,031 $                       1,134,992 $1,517,031

50.12 Grade Crossing ‐ Concrete Panels TF 1,079                 $                      1,297 $                      1,734 $                       1,399,969 $1,871,199

50.13 Grade Crossing ‐ Quad Gates EA 9                         $                 542,996 $                 725,769 $                       4,886,966 $6,531,918

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 4                         $                 282,034 $                 376,966 $                       1,128,135 $1,507,866

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 2                         $                   21,720 $                   29,031 $                            43,440 $58,061

50.16 Culvert Extension (less than 6‐ft dia.) EA 29                       $                   19,572 $                   26,160 $                          567,579 $758,626

50.17 New Culvert (Jack and Bore) EA 40                       $                 150,000 $                 200,490 $                       6,000,000 $8,019,600

DC2RVA ‐ RIC 6F ‐ Main Street / Staples Mill Stations ‐ Full Service

RIC 6F 7-46 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6F ‐ Main Street / Staples Mill Stations ‐ Full Service

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $            12,712,731 $            16,991,836 $                     12,712,731 $16,991,836

60.03          Temporary Acquisition LS 1                         $              4,342,074 $              5,803,616 $                       4,342,074 $5,803,616

60.04          Damages LS 1                         $            13,537,200 $            18,093,822 $                     13,537,200 $18,093,822

60.05          Condemnation LS 1                         $                 430,000 $                 574,738 $                          430,000 $574,738

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              1,140,000 $              1,523,724 $                       1,140,000 $1,523,724

60.11          Business (Owners and Tenants) LF 1                         $                 405,000 $                 541,323 $                          405,000 $541,323

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 196,175            $                           47 $                           63 $                       9,220,225 $12,323,753

60.22          Water LF 1,658                 $                         261 $                         349 $                          432,738 $578,398

60.23          Sanitary Sewer LF 1,215                 $                         395 $                         528 $                          479,925 $641,468

60.24          Electric Distribution LF 23,020               $                         297 $                         397 $                       6,836,940 $9,138,254

60.25          Electric Transmission LF 14,700               $                      5,000 $                      6,683 $                     73,500,000 $98,240,100

60.26          Gas LF 7,325                 $                         750 $                      1,002 $                       5,493,750 $7,342,946

60.27          Major Utility Facility Relocations LF 2                         $                 250,000 $                 334,150 $                          500,000 $668,300

Subtotal $                  774,619,817 $               1,036,242,650

6% Professional services 46,477,189 $                      $                     62,174,559

35% Contingency 287,383,952 $                   $                  384,446,023

Project Total 1,108,480,959 $                $               1,482,863,232

RIC 6F 7-47 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

10 Track Elements

10.01 Single track ‐ 136 lb CWR ‐ Class IV or V (concrete ties, ballast, OTM) TF 173,579            $                         395 $                         529 $                     68,563,705 $91,757,261

10.02 Upgrade Class III or IV to Class IV or V (New rail and Ties) TF 303,757            $                         359 $                         479 $                  109,048,763 $145,645,455

10.03 No. 10 Turnout EA 16                       $                 182,505 $                 243,936 $                       2,920,080 $3,902,980

10.04 No. 15 Turnout EA 53                       $                 365,010 $                 487,873 $                     19,345,530 $25,857,246

10.05 No. 20 Turnout EA 44                       $                 434,684 $                 581,012 $                     19,126,096 $25,564,522

10.06 Diamond Crossing EA 3                         $                 470,056 $                 628,277 $                       1,410,168 $1,884,832

10.07 Turnout Removal EA 32                       $                   33,228 $                   44,413 $                       1,063,296 $1,421,207

10.08 Track shift/realign TF 16,301               $                         139 $                         186 $                       2,265,839 $3,030,694

10.09 Track removal TF 29,670               $                           40 $                           53 $                       1,186,800 $1,566,974

10.1 Signals & Communications (from CHSR) MI 26                       $              2,740,000 $              3,662,284 $                     71,240,000 $95,219,384

20 Structures

20.01 Rail Bridge (New Single Parallel) BF                    ‐ $                   17,425 $                   23,290 $                                   ‐ $0

20.02 Rail Bridge (New Double Parallel) BF                    ‐ $                   33,977 $                   45,414 $                                   ‐ $0

20.03 Rail Bridge (New Double Parallel ‐ Loop Bridge) BF                    ‐ $                   28,886 $                   38,609 $                                   ‐ $0

20.04 Rail Bridge (New) ‐ Walmsley Blvd. BF                    ‐ $                   70,863 $                   94,716 $                                   ‐ $0

20.05 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Neabsco Creek BF                    ‐ $                   75,023 $                 100,275 $                                   ‐ $0

20.06 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Occocquan Creek BF                    ‐ $                   44,341 $                   59,266 $                                   ‐ $0

20.07 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Aquia Creek BF                    ‐ $                   25,271 $                   33,777 $                                   ‐ $0

20.08 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Powells Creek BF                    ‐ $                   32,661 $                   43,654 $                                   ‐ $0

20.09 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Potomac Creek BF                    ‐ $                   35,569 $                   47,541 $                                   ‐ $0

20.10 Rail Bridge (Major Span – New Double Super and Sub) Lake Near Old Grain Rd BF                    ‐ $                   28,447 $                   38,022 $                                   ‐ $0

20.11 Rail Bridge (Major Span – New Double Parallel) Rappahannock River BF                    ‐ $                   37,159 $                   49,666 $                                   ‐ $0

20.12 Rail Bridge (Major Span – New Double Super and Sub) Rappahannock River BF                    ‐ $                   29,370 $                   39,257 $                                   ‐ $0

20.13 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) North Anna River BF                    ‐ $                   25,266 $                   33,771 $                                   ‐ $0

20.14 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Little River BF                    ‐ $                   25,124 $                   33,580 $                                   ‐ $0

20.15 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) South Anna River BF                    ‐ $                   35,927 $                   48,020 $                                   ‐ $0

20.16 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) Mattaponi River BF                    ‐ $                   22,611 $                   30,222 $                                   ‐ $0

20.17 Rail Bridge (Minor Span – New Single Parallel Super with Double Sub) Falling Creek BF                    ‐ $                   24,845 $                   33,208 $                                   ‐ $0

20.18 Rail Bridge (Major Span – New Single Parallel Super with Double Sub) James River BF 2,242                 $                   37,661 $                   50,338 $                     84,436,508 $112,857,836

20.19 Restore Track on Downtown Richmond Viaduct BF 6,075                 $                      7,986 $                   10,675 $                     48,514,950 $64,850,625

20.20 Overhead Structures ‐ New (NOV) SF                    ‐ $                         721 $                         964 $                                   ‐ $0

20.21 Overhead Structures ‐ New (CEN/RIC) SF 68,130               $                         624 $                         834 $                     42,513,120 $56,820,420

20.22 James River Floodwall Penetrations EA 2                         $                 103,737 $                 138,654 $                          207,474 $277,308

20.23 Pedestrian bridges ‐ Trails BF 188                    $                   18,959 $                   25,340 $                       3,564,292 $4,763,920

20.24 Drainage Structures ‐ over 6' EA 20                       $                 226,101 $                 302,207 $                       4,522,024 $6,044,137

20.25 Retaining Walls ‐ cut walls (soldier pile with lagging):  H<10' SF 56,970               $                         177 $                         237 $                     10,106,807 $13,508,758

20.26 Retaining Walls ‐ cut walls (soldier pile with lagging):  H≥10' SF 3,650                 $                         222 $                         297 $                          810,227 $1,082,950

20.27 Retaining Walls ‐ fill walls (CIP):  H<10' SF 40,394               $                         147 $                         196 $                       5,927,361 $7,922,510

20.28 Retaining Walls ‐ fill walls (CIP):  H≥10' SF 8,300                 $                         279 $                         373 $                       2,315,992 $3,095,555

20.29 Retaining Walls ‐ MSE (roadways & overpass bridges) SF 142,990            $                           73 $                           97 $                     10,429,660 $13,940,284

20.30 Crashwalls LF 3,157                 $                      4,953 $                      6,620 $                     15,636,930 $20,900,320

30 Stations

30.01 Station Building‐ Small SF                    ‐ $                         305 $                         408 $                                   ‐ $0

30.02 Station Building ‐ Medium SF                    ‐ $                         301 $                         403 $                                   ‐ $0

30.03 Station Building ‐ Large SF 30,804               $                         298 $                         398 $                       9,171,580 $12,258,734

30.04 Main Street Station Upgrade ‐ med SF 6,800                 $                         189 $                         253 $                       1,288,051 $1,721,609

30.05 Main Street Station Upgrade ‐ Large SF                    ‐ $                         186 $                         248 $                                   ‐ $0

30.06 Platforms ‐ New (Passenger Only) SF 156,000            $                           46 $                           62 $                       7,232,952 $9,667,565

30.07 Platforms ‐ New (Maintenance Only) SF 57,593               $                           36 $                           48 $                       2,065,120 $2,760,240

30.08 Platforms ‐ Expansion SF                    ‐ $                           38 $                           51 $                                   ‐ $0

30.09 Platforms ‐ New (Passenger With Service) SF                    ‐ $                           50 $                           66 $                                   ‐ $0

30.10 Vertical Access EA 8                         $                 150,000 $                 200,490 $                       1,200,000 $1,603,920

30.11 Ped Bridge ‐ For Stations BF 2,340                 $                   29,442 $                   39,794 $                     68,893,200 $93,117,183

30.12 Ped Tunnel LS                    ‐ $                 332,254 $                 444,090 $                                   ‐ $0

30.13 Parking ‐ Structure Stall 200                    $                   33,256 $                   44,449 $                       6,651,100 $8,889,861

30.14 Parking ‐ Surface lot Stall 450                    $                      2,783 $                      3,720 $                       1,252,380 $1,673,931

40 Sitework ‐ Special Conditions

40.01 Clearing and Grubbing (Rail) Acre 221                    $                   19,909 $                   26,611 $                       4,407,923 $5,891,631

40.02 Excavation (and Disposal) CY 185,840            $                           49 $                           65 $                       9,036,753 $12,078,525

40.03 Over Excavation/Undercut CY           451,800 $                           55 $                           74 $                     24,898,726 $33,279,637

40.04 Embankment (Common Borrow) CY 22,005               $                           32 $                           42 $                          693,734 $927,245

40.05 Embankment (Engineer Fill/Select Borrow) CY 430,680            $                           38 $                           51 $                     16,439,840 $21,973,491

40.06 Subballast Ton 71,588               $                           44 $                           58 $                       3,132,968 $4,187,525

50 Roadway

50.01 Asphalt Concrete SY 64,323               $                         141 $                         189 $                       9,086,270 $12,144,709

50.02 Curb & Gutter LF 14,378               $                           56 $                           75 $                          807,521 $1,079,332

50.03 Concrete Median LF 829                    $                         114 $                         152 $                            94,530 $126,349

50.04 Concrete Sidewalk SF 22,567               $                           12 $                           16 $                          268,852 $359,347

50.05 Clearing and Grubbing Acre 3                         $                   20,905 $                   27,941 $                            62,714 $83,823

50.06 Excavation (and Disposal) CY 10,675               $                           51 $                           68 $                          545,043 $728,504

50.07 Over Excavation/Undercut CY              59,595 $                           58 $                           77 $                       3,448,498 $4,609,263

50.08 Embankment (Common Borrow) CY 180,880            $                           33 $                           44 $                       5,995,644 $8,013,778

50.09 Embankment (Engineer Fill/Select Borrow) CY 59,595               $                           40 $                           54 $                       2,390,766 $3,195,497

50.10 Maintenance of Traffic 10% 1                         $              2,269,984 $              3,034,061 $                       2,269,984 $3,034,061

50.11 Stormwater Management 5% 1                         $              1,134,992 $              1,517,031 $                       1,134,992 $1,517,031

50.12 Grade Crossing ‐ Concrete Panels TF 1,079                 $                      1,297 $                      1,734 $                       1,399,969 $1,871,199

50.13 Grade Crossing ‐ Quad Gates EA 9                         $                 542,996 $                 725,769 $                       4,886,966 $6,531,918

50.14 Grade Crossing ‐ Median Separator with Dual Gates EA 4                         $                 282,034 $                 376,966 $                       1,128,135 $1,507,866

50.15 Grade Crossing ‐ Locking Gate (Private Entrances) EA 2                         $                   21,720 $                   29,031 $                            43,440 $58,061

50.16 Culvert Extension (less than 6‐ft dia.) EA 31                       $                   19,572 $                   26,160 $                          606,722 $810,945

50.17 New Culvert (Jack and Bore) EA 40                       $                 150,000 $                 200,490 $                       6,000,000 $8,019,600

DC2RVA ‐ RIC 6G ‐ Main Street / Staples Mill Stations ‐ Shared Service

RIC 6G 7-48 3/13/2017
ITEM DESCRIPTION UNIT QUANTITY 2016 UNIT COST 2025 UNIT COST 2016 TOTAL COST 2025 TOTAL COST

DC2RVA ‐ RIC 6G ‐ Main Street / Staples Mill Stations ‐ Shared Service

60 Row, Land, Existing Improvements

60.01     Purchase or lease of real estate

60.02          Permanent Acquisition LS 1                         $              8,304,600 $            11,099,928 $                       8,304,600 $11,099,928

60.03          Temporary Acquisition LS 1                         $                 651,200 $                 870,394 $                          651,200 $870,394

60.04          Damages LS 1                         $              5,785,000 $              7,732,231 $                       5,785,000 $7,732,231

60.05          Condemnation LS 1                         $                 440,000 $                 588,104 $                          440,000 $588,104

60.06          Admin Cost LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.07          Admin Settlement LS                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.08     Relocation of existing households and businesses

60.09          Residential (Owners) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.10          Residential (Tenants) LF 1                         $              1,220,000 $              1,630,652 $                       1,220,000 $1,630,652

60.11          Business (Owners and Tenants) LF 1                         $                 405,000 $                 541,323 $                          405,000 $541,323

60.12          Others (Personal Property Moves) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.13          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.14     Services

60.15          Property Management LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.16          Agency LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.17          Contractor R/W Services (Title/Appraisal, etc) LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.18          Legal Services LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.19          Unspecified LF                    ‐ $                           ‐ ‐ $                           $                                   ‐ $0

60.20     Other Real Estate Costs

60.21          Fiber Optic Relocation (New Fiber Direct Bury) LF 196,175            $                           47 $                           63 $                       9,220,225 $12,323,753

60.22          Water LF 1,658                 $                         261 $                         349 $                          432,738 $578,398

60.23          Sanitary Sewer LF 1,215                 $                         395 $                         528 $                          479,925 $641,468

60.24          Electric Distribution LF 23,705               $                         297 $                         397 $                       7,040,385 $9,410,179

60.25          Electric Transmission LF 14,700               $                      5,000 $                      6,683 $                     73,500,000 $98,240,100

60.26          Gas LF 7,475                 $                         750 $                      1,002 $                       5,606,250 $7,493,314

60.27          Major Utility Facility Relocations LF 2                         $                 250,000 $                 334,150 $                          500,000 $668,300

Subtotal $                  835,275,319 $               1,117,455,703

6% Professional services 50,116,519 $                      $                     67,047,342

35% Contingency 309,887,143 $                   $                  414,576,066

Project Total 1,195,278,982 $                $               1,599,079,110

RIC 6G 7-49 3/13/2017