MCCT Capital Cost Methodology and Estimate Report

Prepared by

Capital CostMethodology andEstimate Report

August 2014

Capital Cost Methodology and Estimate ReportAugust 2014

Prepared by:The San Diego Association of Governments (SANDAG)

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Capital Cost Methodology and Estimate ReportTable of Contents

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Table of Contents

1.0 INTRODUCTION .............................................................................................................. 1-11.1 Purpose of the Report ...................................................................................... 1-11.2 Description of the Mid-Coast Corridor .............................................................. 1-21.3 Description of the Mid-Coast Corridor Transit Project....................................... 1-4

2.0 FEDERAL TRANSIT ADMINISTRATION STANDARD COST CATEGORIES ................................. 2-12.1 Capital Cost Categories ................................................................................... 2-12.2 SCC 10—Guideway and Track Elements......................................................... 2-1

2.2.1 Guideway ............................................................................................. 2-12.2.2 Track .................................................................................................... 2-3

2.3 SCC 20—Stations, Stops, Terminals, and Intermodal ...................................... 2-42.4 SCC 30—Support Facilities: Yards, Shops, and Administration Buildings ........ 2-62.5 SCC 40—Sitework and Special Conditions ...................................................... 2-62.6 SCC 50—Systems ........................................................................................... 2-82.7 SCC 60—Right-of-Way, Land, and Existing Improvements ............................ 2-102.8 SCC 70—Vehicles ......................................................................................... 2-102.9 SCC 80—Professional Services ..................................................................... 2-112.10 SCC 90—Unallocated Contingency ............................................................... 2-112.11 SCC 100—Finance Charges .......................................................................... 2-11

3.0 ESTIMATING METHODOLOGY .......................................................................................... 3-13.1 General Approach ............................................................................................ 3-23.2 Cost Estimating Assumptions........................................................................... 3-23.3 Estimating Procedures ..................................................................................... 3-33.4 Allocated Contingency ..................................................................................... 3-43.5 Organization and Management of Cost Data ................................................... 3-73.6 Cost Estimating Results Format ....................................................................... 3-73.7 Cash Flow and Escalation ................................................................................ 3-83.8 Annualized Cost Factors .................................................................................. 3-93.9 Unit Pricing .................................................................................................... 3-10

4.0 CAPITAL COST ESTIMATE ............................................................................................... 4-1

5.0 ESTIMATE LIMITATIONS .................................................................................................. 5-15.1 Standard Design Criteria .................................................................................. 5-15.2 Scope and Quantity Definition .......................................................................... 5-15.3 Commodity Pricing ........................................................................................... 5-15.4 Unforeseen Challenges.................................................................................... 5-1

6.0 REFERENCES ............................................................................................................ 6-1

List of Appendices

APPENDIX A CAPITAL COST ESTIMATE DETAILED REPORT ....................................... A-1


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List of Figures

Figure 1-1. Mid-Coast Corridor ........................................................................................... 1-3Figure 1-2. Refined Build Alternative .................................................................................. 1-5Figure 1-3. Conceptual Plan and Profile of Refined Build Alternative ................................. 1-7

List of Tables

Table 3-1. Approximate Level of Design for Each SCC ..................................................... 3-4Table 3-2. Allocated Contingency Percentages for the Final SEIS/SEIR Cost

Estimate (Refined Build Alternative) ................................................................ 3-6Table 3-3. Annualization Factors ...................................................................................... 3-9Table 3-4. Unit Prices ..................................................................................................... 3-22Table 4-1. Summary of the Capital Cost for the Refined Build Alternative ......................... 4-1Table 4-2. Mid-Coast Capital Cost Estimate – Refined Build Alternative ........................... 4-3


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Abbreviations

The following acronyms, initialisms, and short forms are used in this report.

BMPs Best Management Practices

Caltrans California Department of Transportation

FTA Federal Transit Administration

I- Interstate

LOSSAN Los Angeles-San Diego-San Luis Obispo Rail Corridor Agency

LRT light rail transit

LRV light rail vehicle

MSE Mechanically stabilized earth

MTDB Metropolitan Transit Development Board

MTS Metropolitan Transit System

MVE LRT Extension Mission Valley East Light Rail Extension

OCS Overhead Catenary System

OTTC Old Town Transit Center

PE preliminary engineering

ROM Rough Order of Magnitude

SANDAG San Diego Association of Governments

SCC Standard Cost Category

SEIS/SEIR Supplemental Environmental Impact Statement and SubsequentEnvironmental Report

TPSS Traction Power Substation

SR State Route

UCSD University of California, San Diego

UTC University Towne Centre

VA Veterans Administration

YOE Year of Expenditure


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Capital Cost Methodology and Estimate ReportChapter 1.0 – Introduction

M I D - C O A S T C O R R I D O R T R A N S I T P R O J E C T1-1August 2014

1.0 INTRODUCTIONThe Federal Transit Administration (FTA) and the San Diego Association of Governments(SANDAG) have prepared a Supplemental Environmental Impact Statement andSubsequent Environmental Impact Report (SEIS/SEIR) for the Mid-Coast Corridor TransitProject in San Diego, California. The SEIS/SEIR supplements the following environmentaldocuments: the Mid-Coast Corridor Alternatives Analysis/Draft Environmental ImpactStatement/Draft Environmental Impact Report (Metropolitan Transit Development Board[MTDB], 1995a); the Final Environmental Impact Report for the Mid-Coast Corridor(MTDB, 1995b); and the Mid-Coast Corridor Project Balboa Extension and Nobel DriveCoaster Station Final Environmental Impact Statement (MTDB, 2001). The FTA is servingas lead agency for the SEIS in accordance with the National Environmental Policy Act of1969, and SANDAG is serving as lead agency for the SEIR in accordance with theCalifornia Environmental Quality Act of 1970.

The Final SEIS/SEIR includes an analysis of the affected environment and potential impactson the social, economic, cultural, and natural environment that will result from constructingand operating the alternatives under consideration within the Mid-Coast Corridor. Thealternatives being considered and analyzed for potential impacts include a No-BuildAlternative and a Refined Build Alternative. The No-Build Alternative is the same asdescribed in the Mid-Coast Corridor Transit Project Draft Supplemental EnvironmentalImpact Statement/Subsequent Environmental Impact Report (SANDAG, 2013a).

The Refined Build Alternative is the Mid-Coast Corridor Transit Project, or project, approvedby the SANDAG Board of Directors for evaluation in the Final SEIS/SEIR on November 15,2013. The project consists of extending the existing San Diego Trolley (Trolley) Blue Linefrom the Santa Fe Depot north to the Old Town Transit Center (OTTC), via the existingTrolley tracks, and then north along new tracks to the University Towne Centre (UTC)Transit Center in University City, with nine new stations at Tecolote Road, Clairemont Drive,Balboa Avenue, Nobel Drive, Veterans Administration (VA) Medical Center, University ofCalifornia, San Diego (UCSD) West Campus, UCSD East Campus, Executive Drive, andthe UTC Transit Center.

The Refined Build Alternative generally reflects the Build Alternative with the VA MedicalCenter Station Option evaluated in the Draft SEIS/SEIR; however, it also includes someadditional refinements. Section 2.4 in Chapter 2.0 of the Final SEIS/SEIR provides adetailed description of the Refined Build Alternative. The process of developing therefinements is discussed in Section 2.3 of Chapter 2.0 of the Final SEIS/SEIR, as well as inthe Mid-Coast Corridor Transit Project Final Refined Build Alternative Report (SANDAG,2014e).

1.1 Purpose of the ReportThis report describes the methodology used to determine capital costs associated withthe Refined Build Alternative. It also presents the capital cost estimates developed forthe Refined Build Alternative.


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This report is organized into the following chapters:

· Introduction

· FTA Standard Cost Categories

· Estimating Methodology

· Capital Cost Estimate

· Estimate Limitations

· References

1.2 Description of the Mid-Coast CorridorThe Mid-Coast Corridor is the area centering on Interstate (I-) 5 and extending fromDowntown San Diego on the south to University of California, San Diego (UCSD) andUniversity City on the north (Figure 1-1). Located entirely within the City of San Diego,the corridor is bounded by the Pacific Ocean on the west and by I-805 and State Route(SR) 163 on the east. The Mid-Coast Corridor is topographically diverse, with terrainranging from coastal beaches and bays to inland areas containing steep hillsides andnarrow canyons.

The Mid-Coast Corridor is characterized by dense urban centers and an abundance ofregional activity centers and other major trip generators. Dense population andemployment centers currently anchor both the northern and southern ends of the Mid-Coast Corridor. The UCSD campus, the Westfield UTC shopping center, and regionalhospitals are clustered in the north part of the corridor and represent the second mostdense land uses in the county. At the south end of the corridor is the region’s onlyidentified Metropolitan Center—Downtown San Diego—with the region’s densest landuses and high-rise development.

Other major land uses within or immediately adjacent to the corridor (Figure 1-1) include:

· Regional hospitals: Scripps Green Hospital, Scripps Memorial Hospital La Jolla(Scripps Hospital), UCSD Thornton Hospital, VA Medical Center, UCSD MedicalCenter Hillcrest, and Scripps Mercy Hospital

· Major colleges and universities: UCSD, University of San Diego, San Diego MesaCollege, and San Diego City College

· Regional shopping centers: Westfield UTC, Fashion Valley, and Westfield HortonPlaza

· Major parks and visitor attractions: Mission Bay Park, San Diego Zoo, SeaWorldSan Diego, Old Town San Diego State Historic Park, Balboa Park, the GaslampQuarter, San Diego Convention Center, Petco Park, Rose Canyon Open SpacePark, and Marian Bear Memorial Park

· San Diego International Airport



Figure 1-1. Mid-Coast Corridor

Source: SANDAG, 2012Note: The Trolley lines shown represent the 2010 Trolley operating plan.



1.3 Description of the Mid-Coast Corridor Transit ProjectThe Refined Build Alternative, or project, is described in detail in Section 2.4 in Chapter2.0 of the Final SEIS/SEIR (SANDAG, 2014a). Plan drawings of the project are containedin Final SEIS/FEIR Plan Set (SANDAG, 2014b).

The project will extend the Trolley Blue Line from Santa Fe Depot in Downtown SanDiego to the UTC Transit Center in University City. The project will use the existingTrolley tracks for approximately 3.5 miles, from the Santa Fe Depot to north of the OTTCand south of the San Diego River. The Trolley Blue Line trains will share the existingtracks with the Trolley Green Line trains. The project also will include construction of10.9 miles of new double track that would extend from south of the San Diego River tothe terminus at the UTC Transit Center.

The new extension will follow the Los Angeles—San Diego—San Luis Obispo RailCorridor Agency (LOSSAN) tracks within existing Metropolitan Transit System and Cityof San Diego right-of-way from the Santa Fe Depot to north of the I-5/SR 52 interchange.The alignment will then leave the LOSSAN right-of-way and parallel the east side of theI-5 corridor traveling north partially within Caltrans right-of-way and partially on privateproperty. South of Nobel Drive, the alignment will transition to an aerial structure andcross over to the west side of I-5. From Nobel Drive, the alignment will continue north tothe UCSD West Campus, cross back over to the east side of I-5 and along the southside of Voigt Drive to Genesee Avenue, and continue south in the median of GeneseeAvenue to the UTC Transit Center.

The project includes 9 new stations (4 at grade and 5 elevated); 5 park-and-ride facilitieswith 1,070 parking spaces; 14 new and 2 upgraded traction power substations (TPSS);and 36 new low-floor light rail transit vehicles. No new maintenance facilities areneeded. New stations will be located at Tecolote Road, Clairemont Drive, BalboaAvenue, Nobel Drive, the VA Medical Center, UCSD West, UCSD East, Executive Drive,and the UTC Transit Center.

Figure 1-2 shows the project alignment and station locations under the Refined BuildAlternative, and Figure 1-3 shows the plan and profile along with locations of stationsand TPSSs.

With the extension of the Trolley Blue Line from Santa Fe Depot to UTC Transit Center,continuous service would be provided from the San Ysidro Transit Center at the U.S.–Mexico international border to University City. The service would be provided every 7.5minutes during peak and off-peak periods in 2030.



Figure 1-2. Refined Build Alternative

Source: SANDAG, 2014






Figure 1-3. Conceptual Plan and Profile of Refined Build Alternative







Figure 1-3. Conceptual Plan and Profile of Refined Build Alternative (continued)





Capital Cost Methodology and Estimate ReportChapter 2.0 – Federal Transit Administration Standard Cost Categories


2.0 FEDERAL TRANSIT ADMINISTRATION STANDARD COSTCATEGORIESThe methodology used for generating capital cost estimates will be consistent with theFederal Transit Administration (FTA) guidelines for estimating capital costs. The basisof the FTA guidance is the Standard Cost Categories (SCC), which enables all FTA-funded projects to develop budget baselines that summarize SCCs. This cost structurewill be used for developing capital cost detail and summary sheets, as described below.

2.1 Capital Cost CategoriesIn accordance with the latest version of the FTA’s SCC, the capital cost components ofthe Refined Build Alternative will be classified into the following cost categories:

10 Guideway and Track Elements20 Station, Stops, Terminals, and Intermodal30 Support Facilities: Yards, Shops, and Administration Buildings40 Sitework and Special Conditions50 Systems60 Right-of-Way, Land, and Existing Improvements70 Vehicles80 Professional Services90 Unallocated Contingency100 Finance Charges

The following sections provide brief descriptions of these cost categories and theirconstituent elements.

2.2 SCC 10—Guideway and Track ElementsGuideway and track elements are portions of the transit system that can be assigned costsat a fairly aggregate level with an acceptable level of accuracy. Most commonly, theseelements are linear and can be represented by typical cross sections. Guideway and trackelements are subdivided into a number of subcategories, as described below.

2.2.1 GuidewayThe guideway cost category is comprised of the following subcategories:

10.01 Guideway: At-grade exclusive right-of-way10.02 Guideway: At-grade semi-exclusive (allows cross-traffic) (not used)10.03 Guideway: At-grade in mixed traffic (not used)10.04 Guideway: Aerial structure10.05 Guideway: Built-up fill (not used)10.06 Guideway: Underground cut and cover



10.07 Guideway: Underground tunnel (not used)10.08 Guideway: Retained cut or fill

These cost categories include all construction elements up to the point where trackconstruction typically begins at the top of subballast. The guideway cost estimates arebased on parametric unit cost information specifically developed for each constructiontype. In general, all of the parametric guideway cost estimates provide for the followingconstruction elements, as appropriate:

10.01 At-Grade Construction

· Excavation and embankment· Permanent Best Management Practices (BMPs)· Drainage systems for the guideway· Cross drainage for off-site flow· Open channels paralleling the tracks· Subgrade preparation and base for ballasted track construction· Fencing· Landscape and Irrigation

10. 04 Aerial Structures Construction· Permanent BMPs· Drainage systems for the aerial guideway· Structural excavation and backfill· Foundation support, including piling, drilled piers, etc.· Structural concrete· Steel reinforcement· Catenary poles foundations· Sound walls on bridges· Emergency walkways· Architectural treatment· Stray current monitoring (Bridge)· Hydromodification

10.06 Underground Structures (Cut and Cover) Construction

· Approach U-sections· Structural excavation and backfill (including U-sections)· Structural concrete· Steel reinforcement· Architectural treatment and anti-graffiti coating· Stray current monitoring



· Water proofing· Water diversion· Permanent BMPs· Drainage systems for the guideway· Temporary Shoring

10.08 Retained Cut or Fill Construction

· Structural excavation and backfill· Guideway excavation and embankment· Pervious Backfill· MSE Wall· Tieback Wall· Structural concrete (retaining wall)· Steel reinforcement (retaining wall)· Concrete Barrier· Permanent BMPs· Drainage systems for the guideway· Subgrade preparation and base for ballasted track construction· Fencing and railings· Sound walls on retaining walls· Architectural treatment and anti-graffiti coating· Stray current monitoring· Landscape and Irrigation

Earthwork quantities are generated from a comparison of existing terrain conditions withproposed subgrade elevations. Sections are evaluated at 50-foot intervals, and showrequirements for guideway excavation and embankments, and structural excavation andbackfill. Retaining wall quantities are generated from the analysis of wall height,thickness, and footing requirements.

2.2.2 TrackThe track cost categories include the running rails, ties, ballast, direct fixation concreteplinth, embedded track, and special track components (turnouts, crossovers, etc.)associated with the type of track construction. The following is a list of the subcategoriesassociated with this cost category:

10.09 Track: Direct fixation10.10 Track: Embedded (not used)10.11 Track: Ballasted10.12 Track: Special (switches and turnouts)10.13 Track: Vibration and noise dampening



The cost of constructing the supporting subgrade, subballast, or concrete supportingstructure normally will be included in the guideway cost categories. The standard railsection for ballasted and direct-fixation track is continuous welded 115RE rail for LRTand 136RE rail for Los Angeles–San Diego–San Luis Obispo Rail Corridor Agency(LOSSAN) tracks. For ballasted track, the unit cost includes rail, rail welding, railfasteners, and rail anchors. For direct fixation track, the concrete ties and ballast arereplaced with rail attached on a second-pour reinforced concrete plinth pad with a directfixation rail fastener. Special trackwork typically includes turnouts, single and doublecrossovers, wyes, pocket tracks, and bumping posts. The costs for special trackworkare applied on a per unit basis at specific locations. The track costs for the storage yardor maintenance shop facility are typically included in Cost Category 30, SupportFacilities. However, for the Mid-Coast Corridor Transit Project, the existing track storageand maintenance facilities are adequate and improvements to the MTS maintenanceyard are not required.

2.3 SCC 20—Stations, Stops, Terminals, and IntermodalStation costs represent the fixed facilities and amenities for transit stations. Thepassenger station cost estimates are based on historical costs of similar facilities. Thestation cost category is comprised of the following subcategories:

20.01 At-grade station20.02 Aerial station20.03 Underground station, stop, shelter, mall, terminal, and platform (not used)20.04 Other stations, landings, and terminals: intermodal, ferry, trolley, etc. (not

used)20.05 Joint development (not used)20.06 Automobile parking multi-story structure20.07 Elevators and escalators

20.01 At-Grade StationsAt-grade stations will have side platforms. Station costs will include the following:

· Station striping (thermoplastic and markers)· Bike locker· Informational kiosk· Screen wall (8 feet high with footing where applicable)· Station plumbing· Station water· Metal panel screen wall· Chain link fence· Excavation and embankment· Permanent BMPs· Drainage



· Concrete footings, walls, and platform slab· Canopy(ies) including foundation and seating, covering a portion of the

platform· Track paving, architectural surface treatment of platform with pavers and

tactile warning strips· Station furnishings, ornamental fencing and signage· Lighting, electrical, telecommunication, and mechanical allowances· Artwork· Planting and Irrigation

20.02 Aerial StationsAerial stations will have side platforms. Station costs will include the following:

· Stainless steel and glass screen wall· Guard railing—stainless steel with glass panel· Station striping (thermoplastic and markers)· Bike locker· Informational kiosk· Station plumbing· Permanent BMPs· Drainage· Platform pre-cast concrete panels and pedestrian railing· Canopy(ies) covering a portion of the platform· Architectural surface treatment of platform with pavers and tactile warning

strips· Station furnishings and signage· Lighting, electrical, and mechanical allowances· Vertical circulation elements (i.e., stairs or structural elements to support

elevators and escalators. Equipment purchase and installation is includedunder item 20.07)

· Equipment rooms or operator welfare structures· Artwork· Planting and irrigation

20.06 Automobile Parking Multi-story Structure· Excavation and rough grading· Structural excavation and backfill· Foundation support, including piling, drilled piers, etc.· Concrete footings, columns, pier caps, decking and superstructure



· Steel reinforcement· Pedestrian access and protection for parking structures· Lighting, electrical, and mechanical allowances

20.07 Elevators and EscalatorsSingle and double elevators are used for all aerial stations and at parkingstructures. Escalators are not used in this project.

At-grade pedestrian access to transit stations and surface parking lots associated withpassenger stations are accounted for under other cost categories described below.

2.4 SCC 30—Support Facilities: Yards, Shops, and Administration BuildingsThis cost category includes vehicle storage and maintenance buildings, trackwork for thestorage of rail vehicles, vehicle cleaning and painting facilities, office support areas,maintenance-of-way facilities, and general and major shop equipment. The following isa list of the subcategories under this cost category:

30.01 Administration building: office, sales, storage, and revenue counting30.02 Light maintenance facility30.03 Heavy maintenance facility30.04 Storage or maintenance-of-way building30.05 Yard and yard track

For this project, the existing light rail transit (LRT) maintenance and storage facility iscapable of handling a fleet size of 200 light rail vehicles. The present fleet size is 158vehicles. Thirty of these vehicles have completed their design life and are slated to besold, leaving MTS with a fleet of 128 vehicles. The Mid-Coast Coast Corridor TransitProject will add an additional 36 vehicles to that fleet. Therefore, no costs for expansionof the yard will be incurred in this category.

2.5 SCC 40—Sitework and Special ConditionsThe development of a functional transit system often requires that a number of ancillarymitigation requirements, which may or may not be directly related to the transit systemservice, be addressed. These sitework and special conditions often include utilityrelocation, surface parking facilities at stations, station access facilities, and temporaryconstruction improvements and facilities. The sitework and special conditions costcategory is subdivided into the following:

40.01 Demolition, clearing, and fine grading40.02 Site utilities and utility relocation40.03 Hazardous materials, contaminated soil removal/mitigation, and ground

water treatments40.04 Environmental mitigation (e.g., wetlands, historic/archaeological, and parks)40.05 Site structures, including retaining walls and sound walls



40.06 Pedestrian/bike access and accommodation, including landscaping40.07 Automobile, bus, and van accessways, including roads and parking lots40.08 Temporary facilities and other indirect costs during construction

40.01 Demolition, Clearing, and EarthworkThis cost category includes the project-wide cost of demolition, including thosestructures outside of the track or road bed. This includes, but is not limited to,removal of existing track elements, loading docks and their canopies, and pavedsurfaces. The cost of removal of street elements, such as curb and sidewalk, isincluded in Cost Category 40.07. Cost for abandoning, demolishing, or removingutility features is included in Cost Category 40.02. The cost of abandoning,demolishing, or removing drainage features is included in the various categoriesthat include drainage cost. The cost for removal and relocation of trees, clearingand grubbing, and fine grading also are included in this cost category.

40.02 Utility RelocationThis cost category includes the project-wide cost of utility relocation, includingthose utilities outside of the track or road bed. Generally one of the largest costelements within this cost category is the relocation of existing utilities from withinthe guideway construction envelope. These relocations can include both publicand private utilities, subject to any agreements that may apply to franchisedutilities that exist within public rights-of-way. Preliminary wet utility relocationplans were prepared and used to develop cost estimates. Preparation ofrelocation plans involved site visits, review of probable utilities as shown on Cityof San Diego Geographical Information System database, as-builts, potholing ofcertain existing utilities, and field survey information.

Preliminary dry utility relocation costs were developed based on identification ofpotential conflict locations, site visit, review of as-built plans, and discussions withutility owners. Unit prices were developed either on a linear foot basis or on alump sum basis for each relocation. The relocation cost did not include anyadditional right-of-way that may be required.

The cost associated with relocation of existing LOSSAN tracks has beenincluded in Cost Category 10.

40.03 and 40.04 Hazardous Material and Environmental MitigationAny special hazardous material handling cost such as contaminated soil orground water handling would be included in this category. Sites of concern havebeen identified in the Mid-Coast Corridor Transit Project Hazardous MaterialsTechnical Report (SANDAG, 2014c). Mitigation costs for removal of suchmaterial are project reserves that may or may not be used. Further studies willbe required to determine the extent of required mitigation, if any. The cost ofmitigation for noise and vibration is included under Cost Category 10.

Similarly, environmental mitigation for wetland impacts would also be includedunder this category. Sites of concern have been identified in the Mid-Coast



Corridor Transit Project Biological Resources Technical Report (SANDAG,2014d). This allowance includes funds for purchase of properties to be used aswetlands and for their maintenance until the establishment of the wetlands.

40.05 Site StructuresThis cost category typically includes structures, such as retaining walls, soundwalls, etc., that are outside of the guideway construction envelope. Thesestructures generally are located at stations but are located outside of the platformarea. Structures such as retaining walls for retained cut or fill along the at-gradesections of the guideway and bridges are included in Cost Category 10.

40.06 Pedestrian Access and LandscapingPedestrian access and landscaping information has not been developed fully at thisphase of the project; therefore, average unit costs based on historical experiencehas been used. Landscaping costs associated with parking facilities are included inthe composite costs developed for those particular items and are included in CostCategory 40.07.

40.07 Automobile Accessways and Parking LotsThis cost category includes new and reconstructed roadways, streets, at-gradesurface parking areas, sidewalks, curbs and gutters, and related roadwayfacilities, all associated with the construction of rail guideways. Roadway andparking area cost estimates will be based on unit costs applied to quantitiesdeveloped on location-specific data taken from the Final SEIS/SEIR Plan Set.

40.08 Temporary FacilitiesUnless otherwise specified, this cost category includes costs for mobilization,demobilization, construction vehicles, traffic control, temporary BMPs, security,small tools and equipment, project phasing, temporary construction associatedwith weather, or temporary site access and mitigation. For the current phase ofproject development, some of these costs typically would be included as apercentage allowance mark-up.

2.6 SCC 50—SystemsThis cost category includes the following cost elements:

50.01 Train control and signals50.02 Traffic signals and crossing protection50.03 Traction power supply: substations50.04 Traction power distribution50.05 Communications50.06 Fare collection system and equipment50.07 Central control



50.01 Train Control and SignalsThis cost category includes the signaling and control systems required for safeand efficient operations of the transit system and chosen technology. It includesautomatic wayside signals and automatic train stop circuitry in the track and onvehicles.

This category also includes the cost of modification to the LOSSAN signalingsystem required as part of relocation of the LOSSAN tracks.

Miscellaneous updates to core systems that include items such as system-wide routemap changes at stations and on the existing fleet are also included in this costcategory.

50.02 Traffic Signals and Crossing ProtectionFor transit systems that are constructed to operate either within existing streets or withat-grade crossings at existing roadways, there is often a need to modify existing trafficsignals or gated crossings or construct new traffic signals or add additional crossingprotection, such as signs and quad gates. This cost category includes the signalingand control systems required for items such as vehicle and pedestrian signals, trafficsignal pre-emption, and protection at all guideway/highway at-grade crossings(flashing lights, bells, and signs).

50.03 Traction Power Supply: SubstationsThe traction power supply system provides the power for all train operations. Thiscost category consists primarily of the civil, structural, and architectural infrastructurealong with the mechanical and electrical equipment needed to construct tractionpower substations (TPSSs). This includes the ductbank and cabling from theTPSSs to the overhead catenary system (OCS) interface and the ductbank andcabling to the substation from the outside electrical utilities source.

50.04 Traction Power DistributionThe traction power distribution system is based on a direct current OCS. The OCSconsists primarily of support poles, OCS foundations for at-grade segments,brackets arms and hardware, feeder cables, contact wire, and a messenger wire.Signal and communication power needs also are included in the traction powercosts. Power supply or distribution requirements for buildings associated with thestorage and maintenance facilities, or power for passenger stations, are not includedin this cost category.

50.05 CommunicationsThe communications system provides the necessary subsystems to support thetotal operational requirements of the transit system and chosen technology. Thecommunications system costs provide for subsystems, such as two-way radios,the public address system, telephone systems, variable message signs,interfaces with the fare collection and ticket vending equipment, and equipment



for the hearing impaired, as well as closed-circuit television. The subsystemsscope includes equipment static testing by the contractor.

50.06 Fare Collection System and EquipmentCosts for elements in this category are based upon a self-service, barrier-free,proof of payment fare collection system. Ticket vending machine costs shall bebased on a microprocessor controlled coin or bill accepting machine capable ofoptionally accepting credit, debit, and stored value cards. The unit cost for farecollection includes all equipment costs, installation costs, and testing costs. Thehardware includes provisions for fare vending facilities, including ticket validatorsand Compass Card readers.

50.07 Central ControlThis cost category includes all civil, structural, architectural, mechanical, electrical, andsystems costs required for the remote monitoring of train operations, track conditions,substations, and station support facilities. The need for an upgraded central controlfacility or expansion of existing facilities is dependent upon the operational analysisand assumptions to be determined for the given transit system and chosentechnology. Per discussions with MTS, the existing facility can handle the addition ofthe Mid-Coast Corridor Transit Project with minimal additional expansion. Costcategory 50.07 provides an allowance for such minor expenses.

2.7 SCC 60—Right-of-Way, Land, and Existing ImprovementsThis cost category covers all land acquisition and acquisition-related costs required toobtain various real property interests required for the construction, operation, andmaintenance of the proposed alignments. Costs include the acquisition of permanentfee, easement and temporary construction easements, relocation costs, businessdamages, professional services related to the acquisitions, and other miscellaneouscosts. Sub-categories include the following:

60.01 Purchase or lease of real estate60.02 Relocation of existing households and businesses

2.8 SCC 70—VehiclesThis cost category is generally subdivided into revenue (identified by transit mode) andnon-revenue vehicles (where non-revenue vehicles include maintenance-of-way vehiclesand agency trucks and automobiles). During this phase of project development, the unitcosts for vehicles typically will include costs for engineering, procurement, spare parts,etc. and is based on current quotes received by the Metropolitan Transit System (MTS)or other transit authorities with similar vehicles. This cost category is subdivided into thefollowing categories:

70.01 Light rail (including streetcar)70.02 Heavy rail (not used)70.03 Commuter rail (not used)



70.04 Bus (not used)70.05 Other (not used)70.06 Non-revenue vehicles (not used)70.07 Spare parts

2.9 SCC 80—Professional ServicesThis cost category includes estimates and allowances for Project Development,Engineering, project and construction management, agency program management,project insurance, surveys and testing, and start-up costs. For Project Development andEngineering, estimates of anticipated costs were developed. For all other categories,allowances are computed by applying a percentage to the total construction costsestimated for each cost category (excluding right-of-way and vehicle costs). Insurancein this category includes the cost of professional liability and other non-constructionrelated insurances. Right-of-way and vehicle costs are typically calculated to include themanagement and administration costs associated with these activities and therefore areexcluded from the calculation of professional services. The following is a list of thepercentage multipliers being applied to the total construction costs to cover these items:

80.01 Project Development 12.9%80.02 Engineering 5.7%80.03 Project Management for Design and Construction 5.0%80.04 Construction Administration and Management 10.0%80.05 Insurance 1.0%80.06 Legal: Permits, Review Fees, Etc. 2.0%80.07 Surveys, Testing, Investigation, and Inspection 1.0%80.08 Start up 1.5%

Total Professional Services Costs 39.1%

2.10 SCC 90—Unallocated ContingencyAn unallocated contingency is intended to cover project risks that cannot reasonably beallocated to specific SCC codes, including change orders during construction (allocatedcontingencies are covered in each of the construction subcategories). It is intended tocover unknowns that cannot be anticipated, but nonetheless are prudent to include forplanning purposes. The unallocated contingency is calculated at 9.5 percent of theconstruction costs, right-of-way, vehicles, and professional services. This would be aproject reserve, a portion of which would be carried into construction to cover changeorders.

2.11 SCC 100—Finance ChargesFinance charges represent interest cost and upfront costs associated with a long-termbond issuance that will be repaid with TransNet revenues. The bond proceeds willprovide funding for the majority of the local share of project funding for Fiscal Year 2012to Fiscal Year 2020 to cover year-of-expenditure dollar costs.




Capital Cost Methodology and Estimate ReportChapter 3.0 – Estimating Methodology


3.0 ESTIMATING METHODOLOGYThe estimating methodology for preparation of the capital cost estimate for the RefinedBuild Alternative for the Final Supplemental Environmental Impact Statement andSubsequent Environmental Impact Report (SEIS/SEIR) has been developed in generalconformance with the Federal Transit Administration (FTA) guidelines for estimatingcapital costs for New Starts projects. The FTA guidelines call for cost estimates to beprepared and reported using the latest version of FTA’s Standard Cost Category (SCC)worksheet. The most current version of the SCC workbook is Revision 15, dated August5, 2013. These cost categories form the basis of the format and structure that will beused for the capital cost detail and summary sheets.

Cost data generally were developed using the most recent and applicable San DiegoAssociation of Governments (SANDAG), California Department of Transportation(Caltrans), and other transit systems’ related bid results in California. Caltrans annuallypublishes a cost database for project bid results for all districts in California, with the SanDiego area located within District 11. For the purposes of the Final SEIS/SEIR estimate,similar items with similar quantities were queried from the Caltrans cost database, whichcompiles cost data from projects throughout the state of California. The average weightedunit price was rounded up to the nearest whole dollar and used in the Final SEIS/SEIRestimate. The unit prices from Caltrans cost data are bid prices that include insurance,markups, tax, profit, overhead, contractor contingencies, and in some cases, as applicableto the item reviewed, time related overhead is added to the unit prices. Depending on theparticulars of the contract document, cost data from SANDAG may or may not includeinsurance costs. Overall, insurance costs for items obtained from SANDAG historicalprices constitute a small percentage of overall project cost and will be well within thecontingency factors provide in the estimate. Cost sources such as the PB transit projectsdatabase, which includes the recent projects in Hawaii, Seattle, and the Bay Area RapidTransit will be footnoted and cited as to the bid date and escalated to 2013 dollars.

For items of work where historical data from these sources were not available or wereunreliable because of the age of such data, data from other transit agencies were used.Adjustments were made to these sources to account for differences between thepublished date of the historical cost data and the current base year of the cost estimates.Escalation factor adjustments were made to these unit price data based on theConstruction Cost Index value, as published in the Engineering News Record. The RSMeans Location Factor also may be considered in adjusting unit costs to reflectconstruction economic conditions within California. Rough Order of Magnitude (ROM)cost was developed for items of work where detailed quantity take off cannot beperformed. The ROM costs constitute an allowance for the particular item of work untilsuch time that the project is further defined. For example, depending on defined scope ofwork, elevators can have a wide fluctuation in actual unit cost. Hence, the dollar amountfor elevators would be an allowance until the specification of each elevator is determined.

Where items of work can be quantified at the current phase of the project, the unit costswill be verified using historical cost data. At the end of the preliminary engineering (PE)phase of the project, a “bottoms up” estimate will be used on most items of work. All unitcosts include the contractor’s direct construction costs, plus all taxes, general expenses,



overhead, and profit. The unit costs for items of construction do not include items such asengineering, construction management, and owner’s administrative costs. These costswill be included as percentage add-ons to the cost estimate under Cost Categories 80 and90. Allowances for contingencies are added separately to each of the cost subcategories.

3.1 General ApproachIn general, the Final SEIS/SEIR Plan Set (SANDAG, 2014b) formed the basis for thequantity take offs and were used to identify the various infrastructure elements that wereused to prepare the capital cost estimates.

As more detailed plans become available during the later stages of project development,additional quantity take offs will be performed to verify and update the ROM unit costs. Theupdated unit costs may include items of work that did not originally appear in the ROM unitcosts.

3.2 Cost Estimating AssumptionsThe basic assumptions and criteria used in developing the cost data are as follows:

· Unit prices are expressed in 4th quarter 2013 dollars.

· No hazardous or contaminated material is present in the subgrade or is contained inbuildings estimated for demolition.

· Unit prices used in the estimate assumes the best price procured from theConstruction Management/General Contractor. Because the majority of unit priceswere obtained from Caltrans database, competitive bidding has been assumed.

· Year-of-expenditure costs were based on inflation factors developed in 2013 and arebased on the target revenue operation date of 2019.

· Unit prices assume that labor costs are based on an eight-hour work day duringnormal working hours using the current general prevailing wage requirementspublished by the State of California Department of Industrial Relations.

· Adequate, experienced craft labor is available.

· Normal productivity rates, as historically experienced, will be used.

· Compatible trade agreements exist in the region.

· No strike impacts will be experienced by the project.

· There are sufficient, experienced contractors available to perform the work.

· The materials required by the scope of work are readily available in sufficientquantities to meet construction schedule requirements.

· Normal San Diego area weather has been considered in the development of theconstruction schedule and costs.

· Existing state-of-the-art construction technology and equipment will be available.



3.3 Estimating ProceduresTypically, the capital cost estimate is developed using a combination of the stochastic orhistorical and deterministic or “bottom-up” approaches. However, during the currentdevelopment phase of the Mid-Coast Corridor Transit Project where many engineeringdetails still remain to be developed, the historical unit price method is used almostexclusively. As the project continues further into the PE and final design phases, a mixof detailed bottom-up pricing and historical unit pricing will be used.

In the historical method, an order-of-magnitude or composite cost is determined, usuallyderived using data from similar projects. This cost is used directly or converted to somecomponent unit measure (such as dollar per vehicle, dollar per route feet, etc.) andapplied as a unit cost. This method is less detailed than the bottom-up approach and,for certain items, the resulting comparative cost estimates can be sufficiently accurate.As an example, the cost for transit vehicles is generally derived using data from recenttransit agency procurements using similar vehicle types and is based upon a totalprocurement price that is divided by the number of vehicles purchased. Other system-wide elements, such as traction power distribution, also may use historical unit costs.Historical bids for traction power distribution contracts, typically composed of a hundredor more construction elements and unit prices, are used to develop composite unit costson a dollar-per-route-foot basis.

Alternatively, where a large set of historical data is available, and where these unit pricesgenerally fall within a reasonable range, the mean or average of the historical unit pricescan provide acceptable cost estimates. For the case of the Mid-Coast Corridor TransitProject, heavy reliance has been placed on historical unit prices from Caltrans. Thisproject intends to use Caltrans Standard Specification and unit prices for common itemsof work that would be comparable to those that would be obtained by Caltrans.

In the bottom-up approach, major work element costs, as generally defined by typicalsections, are determined by totaling the costs of all component parts. Sufficientengineering data are required to reasonably define the scope of work and quantitiesrepresented by each typical section. Unit prices are developed and combined with theestimated quantities to determine the costs for each major category of work, such asguideway elements, stations, and system elements. The advantage of this approach isthe ability to adjust costs for minor changes to the scope, as well as the higherconfidence level inherent in a bottom-up estimate. The drawback is the level ofengineering and estimating effort required to produce a bottom-up estimate and theadditional time required to adjust the estimate for revisions.

The quantities were derived from conceptual engineering drawings. These drawingshave been developed to various levels of completion. To the extent that design hadadvanced, detailed quantities were developed for each item of work. Earthworkquantities were developed by cross sections cut at 50-foot intervals. Most of thestructural quantities were developed from Advanced Planning Studies and TypeSelection. Most other quantities were developed from conceptual engineering drawings.

Where design had not adequately advanced, unit prices were based on a more broadset of historical prices. Items where the design has not adequately progressed to enable



detailed quantity take-off include features such as environmental mitigation andelevators

Table 3-1 shows the level of plan development for each SCC.

Table 3-1. Approximate Level of Design for Each SCC

Description

Level ofCompletion

(approximatepercentage)

10.01 Guideway: At-grade exclusive right-of-way 40%10.04 Guideway: Aerial structure 20%10.06 Guideway: Underground cut and cover 30%10.08 Guideway: Retained cut or fill 40%10.09 Track: Direct fixation 50%10.11 Track: Ballasted 50%10.12 Track: Special (switches and turnouts) 40%10.13 Track: Vibration and noise dampening 10%20.01 At-grade station, stop, shelter, mall, terminal, and platform 15%20.02 Aerial station, stop, shelter, mall, terminal, and platform 15%20.06 Automobile parking multi-story structure 10%20.07 Elevators and escalators 5%40.01 Demolition, clearing, and earthwork 40%40.02 Site utilities and utility relocation 35%40.03 Hazardous materials, contaminated soil removal/mitigation, and ground water treatments 0% (Allowance)40.04 Environmental mitigation (e.g., wetlands, historic/archaeological, and parks) 0% (Allowance)40.06 Pedestrian/bike access and accommodation, including landscaping 30%40.07 Automobile, bus, and van accessways, including roads and parking lots 30%40.08 Temporary facilities and other indirect costs during construction 10%50.01 Train control and signals 20%50.02 Traffic signals and crossing protection 30%50.03 Traction power supply: Substations 20%50.04 Traction power distribution: Catenary and third rail 20%50.05 Communications 20%50.06 Fare collection system and equipment 5%50.07 Central control 0% (Allowance)


3.4 Allocated ContingencyAn allocated contingency is typically included in an estimate to address a lack of scopeand quantity definition during the in-progress design stages. This is now a required stepin the preparation of cost estimates in the SCC cost format. In the early stages, anallocated contingency may represent a significant portion of the estimate for anyparticular SCC. As the design progresses and more detailed quantity take-offs can bemade, the allowance is reduced. At 100 percent design completion, the allocated



contingency, by definition, will be zero. Beyond 100% design, the lack of scope andquantity definition will be addressed by the unallocated contingency.

For the Final SEIS/SEIR estimate, quantity take-offs were possible for most of the itemsof work. However, there still remain items of work that lack adequate definition.Variability in quantities can occur within a single subcategory of the SCC worksheet. Toaccount for this, the methodology for assigning the allocated contingency has beenenhanced to consider the design development for items that are better defined at thisstage, with sound sources for the unit prices, at the same time addressing the lack ofscope definition and inability to measure exact quantities or procure unit prices for itemsthat are still conceptual.

For each item, a quantity contingency is assigned based on the level of confidence inestimating the quantity, as well as the scope definition for that item. For example, theallocated quantity contingency for Special Trackwork is zero percent, as this item issimple to quantify and there is a well-defined scope for this item.

Similarly, a unit cost contingency is assigned based on the level of confidence in thesources used for obtaining the unit prices for each item. Where unit prices could beobtained from the Caltrans cost database, a 10 percent unit cost contingency has beenused. The unit cost has also been compared to other similar projects within the PBTransit database, which validates the level of allocated contingency.

For each SCC subcategory, the allocated contingency is the sum of the contingency forquantities and contingency for unit costs. The weighted average of the contingency forall items in each SCC category is then assigned to the categories in the SCC form. Theamount of allocated contingency will depend upon the complexity of any particular SCC,as well as the stage of engineering completion, but will typically be in the 5 to 30 percentrange. The percentages shown in Table 3-2 are the weighted averages for eachcategory for the Refined Build Alternative.

The light rail transit (LRT) vehicle would be a Siemens low floor, S70 Ultra Short (S70US) light rail vehicle (LRV). The vehicles will be purchased in a fleet of 36, thus offeringeconomies to the overall procurement. The vehicle procurement includes both designand agency costs. The contingency costs are expressed as a percentage of vehiclecapital cost. Vehicle design/procurement and agency costs associated with the vehiclesare included in the unit cost. Since the vehicles are specified, the vehicle contingency isstated at 5 percent and will be added to account for unforeseen costs associated withvehicle fleet procurement.

A contingency factor is applied to the right-of-way costs so that sufficient funds areidentified to secure necessary right-of-way. The following two items are recommendedadditives to the base right-of-way estimate to arrive at a final cost figure:

· For the purchase or lease of real estate, total right-of-way contingency isrecommended at 57.12 percent, which would be applied to the estimated cost of theproject right-of-way. This contingency was developed based on potential damages.



Table 3-2. Allocated Contingency Percentages for the Final SEIS/SEIR Cost Estimate(Refined Build Alternative)

Description

AllocatedContingencyPercentage

10.01 Guideway: At-grade exclusive right-of-way 23.7410.04 Guideway: Aerial structure 24.8610.06 Guideway: Underground cut and cover 23.6810.08 Guideway: Retained cut or fill 20.1810.09 Track: Direct fixation 20.0010.11 Track: Ballasted 20.9010.12 Track: Special (switches and turnouts) 12.5810.13 Track: Vibration and noise dampening 30.0020.01 At-grade station, stop, shelter, mall, terminal, and platform 16.4620.02 Aerial station, stop, shelter, mall, terminal, and platform 22.0220.06 Automobile parking multi-story structure 16.6920.07 Elevators and escalators 11.8240.01 Demolition, clearing, and earthwork 20.9340.02 Site utilities and utility relocation 25.0740.03 Hazardous materials, contaminated soil removal/mitigation, and ground water treatments 30.0040.04 Environmental mitigation (e.g., wetlands, historic/archaeological, and parks) 28.2940.06 Pedestrian/bike access and accommodation, including landscaping 26.4440.07 Automobile, bus, and van accessways, including roads and parking lots 21.7340.08 Temporary facilities and other indirect costs during construction 15.9350.01 Train control and signals 23.5050.02 Traffic signals and crossing protection 25.0050.03 Traction power supply: Substations 18.1150.04 Traction power distribution: Catenary and third rail 25.5350.05 Communications 29.9950.06 Fare collection system and equipment 30.0050.07 Central control 30.0050.08 Existing System Updates 27.7860.01 Purchase or lease of real estate 57.1260.02 Relocation of existing households and businesses 15.0070.01 Light rail vehicles 5.0070.07 Spare Parts 5.0080.01 Preliminary Engineering 20.0080.02 Final Design 20.0080.03 Project Management for Design and Construction 20.0080.04 Construction Administration and Management 20.0080.05 Professional Liability and other Non-Construction Insurance 20.0080.06 Legal, Permits, Review Fees by other agencies, cities etc. 20.0080.07 Surveys, Testing, Investigation, Inspection 20.0080.08 Start up 20.00




· For relocation of existing business and households, right-of-way contingency isrecommended at 15 percent. Contingency for damages would not apply to thisscenario.

With the exception of Project Development and Engineering, the cost of professionalservices was developed using standard percentages that are similar to other FTAprojects. For these two items, the cost of professional services were estimated basedon current and anticipated expenditures during these phases of the project.

3.5 Organization and Management of Cost DataThe organization of the capital cost estimates for the Final SEIS/SEIR will follow that ofFTA’s SCC. Within the SCC spreadsheet, a summary of the backup data has beenprovided for each category. Some items of work may appear under more than onecategory. A more detailed supporting calculation for each quantity or cost estimate alsohas been provided.

3.6 Cost Estimating Results FormatThe cost estimate for the Final SEIS/SEIR uses three levels of cost presentation toprovide cost information results in increasing levels of detail. The first level is the SCCform itself, where the cost and contingency for each category are presented. Thesecond level is provided within the SCC spreadsheet, where a detailed list of quantitiesfor each category has been provided. Each item listed has its own quantity, unit price,total cost, and contingency for both quantity and unit price. This second level, with thelist of quantities within the SCC spreadsheet, will enable the user to perform a quickreview and check of the data.

The third level is a more detailed calculation of the quantities provided in the backup datawhere each item listed in the SCC spreadsheet is broken down into its component parts,with the unit prices that was derived from different sources. This third and more detailedestimate enables the users to perform a thorough review of quantities with respect to theplan and profile drawings, typical cross sections, and other details developed for theFinal SEIS/SEIR.

These levels provide an efficient and logical flow of data from the most detailed level to thesummary level. The SCC workbook estimate is the summary level that provides a quickreview of cost per mile or per station. The list of quantities within the SCC workbookprovides an overview of the type of items that has been considered in the development ofthe estimates. In addition, the detailed estimate presents all the component parts fromwhich the estimate was developed. It is at this level that changes to the quantities areaccounted for. The detailed quantity backup also would provide an indication of thepercentage of contingency that should be assigned to the various items of work. The moredetailed estimate would be an indication of the level project definition. Where detailedquantity take-off has been performed and additional scope is not anticipated, the quantitycontingency factors can be reduced.



3.7 Cash Flow and EscalationThe current FTA SCC workbook includes several worksheets that assist in thepreparation of a cash flow projection for the project, as well as the calculation of theyear-of-expenditure value of the total project cost. The cash flow reflects a reasonabledistribution of the incurred project costs for the various Standard Cost Categories inaccordance with the approved Master Project Schedule, dated December 31, 2013.

Once the cash flow projection is developed, the results are placed into the SCC inflationworksheet. Escalation factors for this worksheet are then calculated using the projectedinflation developed at the time of this report.

For each year of capital expenditure activity, the SCC Worksheet allows for a singleescalation rate that is used to convert costs for all items of work from base year dollarsto YOE dollars. However, the Mid-Coast Corridor Transit Project Construction CostEscalation Forecast 2014-2023 report (SANDAG, 2013b) had recommended separateescalation rates for each of SCCs 10—50 (construction activities), SCC 60 (right-of-way), SCC 70 (vehicles), and SCC 80 (professional services). Based on thisrecommendation, a composite escalation rate was calculated for use in the SCCWorksheet. The following steps were taken to develop the composite rate:

· Step 1 – Capital costs were developed in 2013 dollars and spread by year for eachSCC (excluding SCC 100, finance charges).

· Step 2 – Annual escalation rates for SCCs 10—50, SCC 60, SCC 70, and SCC 80from the Construction Cost Escalation Forecast report were applied to base yeardollar costs for those respective categories to convert the costs to YOE dollars.

· Step 3 – An annual escalation rate for SCC 90 (unallocated contingency) wasassumed to be the same as those for SCCs10-50.

· Step 4 – The annual costs (in YOE dollars) for SCCs 10—90 were then summed upto calculate the total annual Project escalated cost (excluding finance charges).

· Step 5 – A composite escalation rate was developed for each year, by dividing thetotal Project escalated cost calculated in Step 4 by the total Project base year dollarcost developed in Step 1.

· Step 6 – The process (Step 1 through 5) was repeated for each year in which capitalcosts are incurred.

As noted in the SCC Workbook, the development of capital cost for each year wasbased on SANDAG’s fiscal year (July 1 through June 30), rather than on calendar year.

The above methodology provided for a composite escalation rate for each year. Theresults where then compared with a constant escalation rate of 3.5% for every year.Whereas the project YOE cost without finance charges were estimated to be$1,687,721, the YOE cost based on a constant 3.5% escalation rate was estimated to be$1,673,801. This estimate is only slightly lower than the variable composite escalationrate developed by the above methodology. For estimating purposes, the variablecomposite escalation rate has been used.



3.8 Annualized Cost FactorsThe evaluation of the cost effectiveness of the Refined Build Alternative requires that allevaluation measures (capital costs, operating and maintenance costs, non-federalfunding, and user benefits) be expressed in annual terms. Since capital costs areestimated as a total expenditure of constant (base year) dollars, an annual payment willbe computed that is equivalent to what is, in reality, a one-time expenditure of capitalfunds. For each capital cost item, the annualized equivalent will be computed byapplying the following annualization factor:

Annualization Factor = i x (1+ i)n where i = discount rate and (1+i)n – 1 n = economic life

The annualized cost of the line item is the total cost of that line item multiplied by itsannualization factor. The summation of all annualized line-item costs provides theoverall annualized cost for the alternative. Table 3-3 lists the various cost categoriesand their respective economic lifetime and annualization factors. These annualizationfactors have been determined based on a FTA-prescribed 2 percent discount rate.

Table 3-3. Annualization Factors

DescriptionLifetime(Years)

AnnualizationFactor

10.01 Guideway: At-grade exclusive right-of-way 125 0.02210.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 30 0.04510.03 Guideway: At-grade in mixed traffic 20 0.06110.04 Guideway: Aerial structure 80 0.02510.05 Guideway: Built-up fill 80 0.02510.06 Guideway: Underground cut and cover 125 0.02210.07 Guideway: Underground tunnel 125 0.02210.08 Guideway: Retained cut or fill 125 0.02210.09 Track: Direct fixation 30 0.04510.10 Track: Embedded 20 0.06110.11 Track: Ballasted 35 0.04010.12 Track: Special (switches and turnouts) 30 0.04510.13 Track: Vibration and noise dampening 30 0.04520.01 At-grade station, stop, shelter, mall, terminal, and platform 70 0.02720.02 Aerial station, stop, shelter, mall, terminal, and platform 70 0.02720.03 Underground station, stop, shelter, mall, terminal, and platform 125 0.02220.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 70 0.02720.05 Joint development 70 0.02720.06 Automobile parking multi-story structure 50 0.03220.07 Elevators and escalators 30 0.045



Table 3-3. Annualization Factors (continued)

DescriptionLifetime(Years)

AnnualizationFactor

30.01 Administration building: Office, sales, storage, and revenue counting 50 0.03230.02 Light maintenance facility 50 0.03230.03 Heavy maintenance facility 50 0.03230.04 Storage or maintenance-of-way building 50 0.03230.05 Yard and yard track 80 0.02540.01 Demolition, clearing, and earthwork 125 0.02240.02 Site utilities and utility relocation 125 0.02240.03 Hazardous materials, contaminated soil removal/mitigation, and ground

water treatments125 0.022

40.04 Environmental mitigation (e.g., wetlands, historic/archaeological, and parks) 125 0.02240.05 Site structures, including retaining walls and sound walls 80 0.02540.06 Pedestrian/bike access and accommodation, including landscaping 20 0.06140.07 Automobile, bus, and van accessways, including roads and parking lots 20 0.06140.08 Temporary facilities and other indirect costs during construction 100 0.02350.01 Train control and signals 30 0.04550.02 Traffic signals and crossing protection 30 0.04550.03 Traction power supply: Substations 50 0.03250.04 Traction power distribution: Catenary and third rail 30 0.04550.05 Communications 20 0.06150.06 Fare collection system and equipment 25 0.05150.07 Central control 30 0.04560.01 Purchase or lease of real estate 125 0.02260.02 Relocation of existing households and businesses 125 0.02270.01 Light rail 25 0.05170.02 Heavy rail 25 0.05170.03 Commuter rail 25 0.05170.04 Bus 12 0.09570.05 Other 12 0.09570.06 Non-revenue vehicles 12 0.09570.07 Spare parts 12 0.095

Source: FTA, 2014

3.9 Unit PricingIn general, historical unit prices were applied to obtain cost estimates for each line itemor component parts of a line item. All unit prices include the contractor’s constructioncosts, general expenses, overhead, taxes, and profit. As noted in Section 3.0, the unitprices presented in this report are gathered from a variety of sources: the Caltrans costdatabase, published Caltrans bid tabulations, the Parsons Brinckerhoff transit database,and other similar transit projects. Information gathered from Caltrans is annotated towhere cost factors, such as time related overhead and mobilization, were applied or notapplied in the unit prices. If the factors were not applied in the unit prices, then 13 percent



was added into the unit price. For projects where mobilization was not a separate biditem, 10 percent was deducted from the item unit price. In addition, for unit prices thatwere taken from other regions in California, the RS Means location factor was used toadjust for the San Diego region cost allowance. Other transit projects unit price data thatwere used in this project estimate applied the same methodology of factoring prices intothe San Diego region by using location factors as published in RS Means. These unitprices were also adjusted based on the bid date and the anticipated project duration totheir respective midpoint of construction. A brief discussion of the key unit price for eachitem of work follows.

Above and Below Grade Parking StructureParking structures are proposed at the Nobel Drive Station. Unit prices for above-ground and below-ground parking were obtained from the PB transit database, whereseveral similar parking structures were constructed for other large transit projects. Unitprices were also compared with the RS Mean database and resulted within anacceptable range and allowance. Location factors from the RS Means for labor andmaterial are included in the unit price for the San Diego region. The resulting unit priceof $21,000 per stall for above-ground and $30,000 per stall for below-ground includeslabor and materials with a 15 to 20 percent allowance.

Aerial StructuresThe cost for aerial structures were developed from Advanced Planning Studies (APS)and Type Selection (TS) Memoranda. The foundation type, falsework requirements,straddle bents, construction access, consideration for area geology, fault rupture, andarchitectural treatments are factored into the structure costs. Bridge costs are reportedby their component parts such as steel and concrete.

For pedestrian bridges, where plans were not developed to the levels noted above, aunit price of $400 per square foot was used.

Architectural TreatmentArchitectural treatments would be applied to the exposed face of retaining walls,including MSE walls and aerial bridge columns. Based on a review of the retaining wallsand their locations, certain walls were identified for architectural treatment, and thesurface area of these walls was computed. In addition, it is assumed that approximately25 percent of the facial area of the U-section would receive architectural treatment. TheCaltrans unit price of $40 per square foot is the weighted average from one contract, butthe unit price could vary significantly depending on the complexity and repetitive natureof the architectural treatment. It is expected that the project will adopt approximatelythree architectural themes along the corridor and there will be significant repetitivenessin the type of wall treatment where the walls are visible to the public. Therefore, a unitprice of $14 per square foot has been used. For mechanically stabilized earth (MSE)retaining walls, the cost of standard architectural treatment of $4 per square foot used bythe manufacturer is readily available and is assumed to be used for the Mid-CoastCorridor Transit Project MSE walls.



BallastBallast quantities are generated from typical sections along the at-grade segments of thealignment. Sections have been evaluated at 50-foot intervals. Unit price is developedfrom the PB transit database, primarily from the most recent LA Metro projects thatincluded ballast. A unit price of $53 per cubic yard has been used for construction ofLRT. This is typical of current ballast prices in Southern California.

For temporary relocation of the Los Angeles-San Diego-San Luis Obispo Rail CorridorAgency (LOSSAN) tracks, it was assumed that the neat quantities of ballast estimatedfrom typical sections would not be required and portions of the existing ballast can beutilized. For this temporary relocation, a unit price of $35 per cubic yard has been used.

Bar Reinforcing Steel for Earth Retaining StructuresThe steel reinforcement required for all items of work has been quantified using CaltransStandard Plans based on the design height of the retaining wall. This quantity of steelmay be revised as the design is further developed. The Caltrans cost database containsan extensive set of data on steel reinforcement. For bar reinforcing steel (retaining wall),the weighted average of $1.00 per pound has been used. Steel reinforcement forretaining walls, cut-and-cover, depressed sections, and other minor items of work havebeen estimated at the cost of bar reinforcing steel (retaining wall). Bar reinforcing for theopen channel uses an average weighted unit price of $1.00 per pound due to the natureof long longitudinal bar and minimal fabricated bar needed at that location.

Bumping PostA bumping post (permanent terminal direct fixation) would be required at the northerlyproject terminus, which is at the end of the Genesee viaduct to prevent any accidentalovershooting of the LRT vehicle from the aerial tracks. A project allowance of $20,855per item has been assigned to this item. A bumping post for at-grade track is alsorequired at the end of storage track located south of SR 52.

Cable RailingCable railing would be applied to the top of retaining walls for safety, where onlymaintenance crew will have access. Where pedestrian activity near the top of aretaining wall is expected or where aesthetics are important, handrails or ornamentalrailing will be used. Many Caltrans projects require cable railing, and the weightedaverage from the Caltrans cost database provides a good estimate for this item of work.A unit price of $25 per foot has been used.

Catenary Pole FoundationThe unit pricing for the at-grade catenary pole foundations were based on theapproximate foundation depth and the type of overhead catenary system (OCS)foundation pole. Pricing was obtained from the PB transit database which containspricing from various transit projects. An average unit price of $5,000 was used toaccount for the various types of poles and loadings. The cost of foundation assembly onaerial structures in included in the cost of miscellaneous metal for each of the aerialstructures.



Catenary SystemCapital cost for the OCS is based on the conceptual scope of OCS items. The costincludes installation of poles, wires, insulators, jumpers, hangers, OCS supports,disconnect switches, and termination and down guys. These items were priced from thePB transit database, which includes pricing from similar transit projects. Minormodification to the catenary system also would be required along the existing line fromSanta Fe Depot to the San Diego River due to the increase in operations through thissegment.

Central ControlIn discussion with the Metropolitan Transit System (MTS), the existing central controlfacility has been designed to accommodate the Mid-Coast extension. However, anallowance of $1.0 million has been used in the current estimate to accommodate anyminor improvements to the existing central control facility. Additionally an allowance of$200,000 was allocated to upgrade the central control computer system.

Chain-Link Fence (Type CL-3 thru CL 7)Chain-link fence would be required throughout the at-grade portion of the alignment.The Caltrans cost database provides a good indication of the probable cost for this itemof work. The unit price varies from $16 per linear foot to $24 per linear foot in the costestimate.

Class 2 Aggregate BaseClass 2 aggregate base would be applied below the ballast for a depth of 6 inches andat various thicknesses for roadway structural sections. The Caltrans cost databaseprovides a reliable estimate for this item of work as many of Caltrans’ projects includeClass 2 aggregate base. The weighted average from the Caltrans cost database is $45per cubic yard.

Clearing and GrubbingClearing and grubbing of the site would include removal of all items from the project sitethat are not paid for elsewhere in the contract. Possible examples of such items wouldbe removal of vegetation, and abandonment of various existing facilities (with theexception of drainage, utilities, and trackwork facilities). Adequate project definition hasnot been developed at this time to quantify all work to be performed under this category.Therefore, an allowance for this work has been used. The amount used for thisallowance was rounded up from that listed in the Caltrans cost database. An allowanceof $4,022 per acre has been used.

Concrete BarrierSeveral types of concrete barrier would be required at various locations along the entirealignment. The Caltrans cost database provides a good indication of the probable costfor this item of work. The unit price from the database varying from $46 per linear foot to$100 per linear foot has been used.



Concrete PlinthConcrete plinth would be required at all direct fixation track locations. The unit cost forthis item was developed by estimating the required size of the plinth and formworkrequired for each plinth. The PB transit database includes plinth concrete from severaltransit projects. A unit cost of $44.10 per cubic foot has been used.

CommunicationCommunication costs include closed-circuit television, the public address system,variable message signs, and Supervisory Control and Data Acquisition at each station.In addition, a fiber optic line would have to be run along the entire alignment. The PBtransit database has provided an average unit price for communications facilities at eachstation. The cost for communication equipment installed in various station locations isestimated to range from $420,000 to $480,000.

Demolish Pedestrian BridgeThe existing pedestrian bridges on Genesee Avenue at the Executive Drive Station andnear La Jolla Village would be demolished as part of the Refined Build Alternative. Theunit price for bridge demolition from the Caltrans cost database was increased to $27per square foot to account for demolition work in a busy business and commercial areas.

DrainageDrainage systems were designed for the at-grade and aerial guideway, at stations, andalong roadways impacted by the project. The scope of work includes modification tocross drainage systems carrying off-site storm flows and an on-site drainage systemconsisting of underdrains and ditches. Although the low point of tracks at the La JollaColony Drive overhead structure falls within the limits of the U-section, the flow line ofthe invert of the structure would be designed to allow for a minimum slope of 0.3 percentto convey the flow to a point outside of the structure. This design would avoid the needfor a pump system within the structure.

Construction of tracks at SR 52 would require construction of a box culvert along RoseCreek. The box culvert is estimated to be approximately 700 feet long by 26 feet wide.The cost of the box culvert was estimated from its component parts of structuralconcrete and bar reinforcing steel.

DuctbankDuctbanks are planned in the vicinity of each substation. The unit price for ductbankswas developed from the estimated amount of concrete required per linear foot ofductbank. The concrete for ductbanks need not be structural concrete, and a limitedamount of formwork would be required to construct the ductbank. A unit cost that variesfrom $112 to $161 per linear foot has been used based on the number and size ofconduits in the cross-section.

ElevatorsElevators will be required at all aerial stations. The estimate used for this item of work isa project allowance until such time that adequate project definition is developed. Prices



for elevators vary widely depending on the size, number of stops, rise, enclosure, andother features. An allowance of $710,000 per single elevator to $810,000 per doubleelevators has been used for the elevators depending on the height and set configuration.

Environmental MitigationBased on the preliminary limits of environmental mitigation identified in the Mid-CoastCorridor Transit Project Biological Resources Technical Report (SANDAG 2014d),wetland creation and wetland restoration/enhancement are assigned an allowance of$200,000 per acre, with $2 million allocated for the purchase of land. Shading impactsare assigned an allowance of $150,000 with $500,000 for the purchase of land. Otherconstruction-related impacts are assigned an allowance of $150,000. Tree removal andreplacement are also included in this category, with tree removal estimated at $400 to$600 depending on the size of the tree, and tree replacement at $2,000 per tree.

Fare Collection System and EquipmentEach platform would be required to have a ticket vending machine and a Compass Cardvalidator. In addition, some of the aerial stations also may have ticket vending machinesand validators at ground level to encourage riders to purchase tickets prior to enteringthe fare paid zone on the platforms. The cost of the vending machines and ticketvalidators were developed from recent data from MTS. The ticket vending machine unitcost is $140,000 each and includes contractor testing and installation. The ticketvalidators are $20,000 each, which also includes contractor testing and installation. Thecost for the fare collection infrastructure (conduits, pull boxes, and fiber) is included ineach station in 20.01 and 20.02.

Hazardous MaterialsPreliminary sites of concern for hazardous materials have been identified in theMid-Coast Corridor Transit Project Hazardous Materials Technical Report (SANDAG,2014c). An allowance of $4,400,000 for mitigation was developed based on possiblelocations where mitigation could be required rather than a cost per mile.

Hot Mix Asphalt (Type A)The unit price for this item was developed from the Caltrans cost database. Theweighted average for the San Diego region for this item of work is about $90 per ton, butthere is wide fluctuation in prices. A unit price of $102 per ton has been used due tocommodity price fluctuation.

Landscape and IrrigationTransit station site work and street improvement work have discrete items forlandscaping and irrigation. The unit price for this item of work was developed from theCaltrans cost database. The weighted average unit price for the San Diego region forthis item of work is about $4.70 for landscape and $1.40 for irrigation.

MobilizationMobilization is preparatory work that must be performed or costs incurred before startingwork on the various items on the job site. Mobilization is factored at 8.5 percent of the



total construction costs. This allowance is based on an average of mobilizationallowance from various transit projects around the state, as well as those in San Diego.

Mud SlabMud slab would be used at the open channel, cut-and-cover and depressed section andwould be constructed below the bottom of the structure. The intent of the mud slab is toprovide a firm and workable surface for construction of the structure above. The unitprice was taken from the PB Transit database and factored for the San Diego region. Aunit price of $327 per cubic yard has been used.

PartneringThe need and scope for partnering effort have not been determined at this time. A$300,000 allowance is used for possible partnering efforts during the construction phaseof the project.

Pervious Backfill (Retaining Wall)The unit cost for pervious backfill was used to develop the estimate for retaining walls.The unit price was obtained from the Caltrans cost database and a value of $49 percubic yard has been used.

Remove Existing Track and TurnoutThe cost of removing trackwork items were developed from the PB transit database andfactored to San Diego regional cost. .

Earth Retaining Structure—Mechanically Stabilized EarthMSE walls would be required along the Mid-Coast Corridor at locations identified on theMid-Coast Corridor Transit Project Final SEIS/SEIR Plan Set (SANDAG, 2014b). Theunit price for MSE walls was developed from the Caltrans cost database. A unit cost of$72 per square foot has been used, which includes the MSE panel, the structuralbackfill, the straps, the coping, and the leveling pad.

Right-of-WayRight-of-way costs are based on market data research and estimates provided by anappraiser, although an actual appraisal was not performed. At this time, these prices area conservative estimate. The cost includes acquisition of private property interests (feeand easement), relocation costs for businesses and residences displaced by the project,damages to properties, and other administrative costs involved in the acquisition.Residences would not be permanently displaced by the project.

Roadway/Guideway ExcavationRoadway and guideway excavation would be required throughout the at-grade portion ofthe guideway and at at-grade stations. Because of the proximity of the existing activerailroad and the potential impact to construction efficiencies, a premium has been placedon guideway excavation when compared to the Caltrans cost database.. A unit price of$18 per cubic yard has been used for this item of work.



Roadway excavation will generally be performed in narrow strips, as required forroadway widening and reconstruction. The estimated construction price was increasedto account for constrained construction work areas. A unit price of $28 per cubic yardhas been used for this item of work.

Roadway Improvements and Parking LotsVarious street improvements would be required along the Mid-Coast Corridor given theproximity and impacts of the LRT tracks on existing streets. Street improvement planshave been prepared and used for estimation purposes. Detailed cost breakdowns foreach street have been prepared. In addition, several at-grade parking lots would berequired to serve the parking needs near transit stations. The detailed cost breakdownsfor each street improvement utilized unit prices developed from the Caltrans costdatabase for the San Diego region..

Roadway Improvements (Allowance for Mitigation)Because of the reduced headways from the Santa Fe Depot to the San Diego River andthe additional activation of the crossing gates, it is expected that some roadwayimprovements may be required on streets with at-grade crossings, as well as on streetsparallel to the tracks. These improvements are generally limited to modification tosignalized intersections and minor striping. The exception would be improvements tothe Pacific Highway/Rosecrans/Taylor Street intersection. The allowance noted here isto account for the potential additional improvements that the City of San Diego mayrequire as part of modification to traffic signalized south of Taylor Street. An allowanceof $200,000 has been allocated for minor roadway improvements.

Sound WallsSound walls would be required at two locations along the Mid-Coast Corridor wherenoise impacts would be caused by the project. These are located in the vicinity of the LaPaz Condominiums located east of I-5 and the Sheraton Hotel located west of I-5.These walls are assumed to be of similar design and would have a similar cost persquare foot. A unit price of $35 per square foot (i.e., not requiring footings) and $35 persquare foot (i.e., requiring footings) has been used, which was developed from theCaltrans cost database for the San Diego region.

Special TrackworkThe cost of various special trackwork items were developed from bid results of the PBtransit database and quotes from vendors. Those bid prices were extrapolated to covervarious special trackwork that would be used for this project and were escalated by 15percent to obtain current dollar values. Various unit prices have been used, rangingfrom $133,046 for a No. 14 turnout on ballasted track to $1,119,716 for a No. 20crossing diamond on direct fixation.

Station—At GradeThe Refined Build Alternative alignment has four at-grade stations: the Tecolote Road,Clairemont Drive, Balboa Avenue, and VA Medical Center Stations. The cost of each at-grade station was broken down by the components and included the platform and



furnishings, canopies, architectural treatments, lighting, signage, and landscaping ateach station.

Station—AerialThe project has five aerial stations: the Nobel Drive, UCSD West, UCSD East,Executive Drive, and UTC Transit Center Stations. The cost of each aerial station wasbroken down by the components and included the furnishings, canopies, architecturaltreatments, lighting, and signage at each station. The cost of pedestrian walkways,pedestrian bridges, ramps, elevators, and other station access facilities are included inother items of work, such as Section 40.06 and 40.07. Concrete panels will be locatedbetween the platform edges and would provide a continuous surface between theplatforms. The cost of the concrete panels for the aerial stations is included in the bridgecosts.

Stray Current MonitoringThe intent of stray current monitoring is to detect any leakage of current so problemareas are identified and subsequently corrected. It is not intended to provide protectionagainst stray current. As such, it is imperative that any flow of current in barreinforcement be accurately measured. Measurement of current in bar reinforcementwould require positive electrical connectivity between various bar reinforcement. Toarrive at a unit price for this item of work, assumptions were made regarding bar spacingalong retaining walls, depressed sections, and cut-and-cover sections. The bars werethen assumed to be tack welded in such a way that all bars would be connectedelectrically to a monitoring device. For long structures, such as retaining walls, it wasassumed that monitoring wells would be located at 500-foot spacing. The cut-and-coverand U-section structures were assumed to have one monitoring well. Using theseassumptions, a unit price was developed for this item of work. The average price forstray current protection for all structures is $2.00 per square foot of structure.

Structure Backfill (Retaining Wall)Structural backfill (retaining wall) has been used for retaining walls, cut and cover, anddepressed sections. It is assumed that the quantity of excavated material that isgenerated from the site can be screened and re-used as structural backfill and import ofstructural backfill material would not be required. A unit price of $52 per cubic yard hasbeen used for structural backfill at retaining walls, and $73 per cubic yard has been usedfor cut-and-cover structures and depressed sections.

Structural Concrete (Retaining Wall)The unit cost for structural concrete was used in developing the estimate for retainingwalls and U-sections. The unit price was obtained from the Caltrans cost database anda value of $470 per cubic yard has been used.

Structural Concrete BridgeThe cost for aerial structures was developed from the Advanced Planning Studies andType Selection Memorandums prepared for various bridges. The foundation type,falsework requirements, straddle bents, maintenance of traffic, and architectural



treatments are factored into the structure costs. Unit prices for the bridge cost itemswere taken from the Caltrans cost database. Whenever possible District 11 (San Diegoarea) was used as a basis for the unit prices. When other districts’ unit prices wereused, a RS Means database location factor was applied to approximate cost to the SanDiego area to account for the regional labor and material differentials. To develop aunified price for all aerial structures, the various estimates for all bridges were evaluatedand an average unit price was developed. An average unit price of $850 per cubic yardfor structural concrete bridge was used. This item has a higher unit price than structuralconcrete (retaining wall), and it is used for the more difficult construction of structures,where falsework is over highways and/or will require work at night.

Structure ExcavationThe Caltrans cost database was used for this item of work. Structural excavation wasused to estimate the cost of structures, including retaining walls, bridges, open channel,cut-and-cover structure, and depressed sections. The unit price obtained from theCaltrans cost database has been rounded to $60 per cubic yard for this project.

SubstationsUp to 16 substations would be required from the Santa Fe Depot to the UTC TransitCenter. Of these, 4 would be located south of Taylor Street and 12 would be locatednorth of Taylor Street. Each substation is estimated to cost approximately $1.5 to $3.3million per substation. The cost was determined by estimating all the civil and electricalimprovements required for construction of each substation site.

Temporary Crash Cushion ModuleTemporary cushion modules would be required whenever construction activities occur inclose proximity to existing roadways at the ends of the temporary railing. The unit pricefrom the Caltrans cost database has been rounded up to $4,000 per array.

Temporary Pavement MarkingTemporary pavement marking would be required during reconstruction of existingroadways or whenever construction activities occur in close proximity to existingroadways. The Caltrans cost database provides a good indication of the probable costof this item of work. A unit price of $3.50 per square foot has been used. The unit priceincludes placement and removal of temporary pavement markings.

Temporary Railing (Type K)Temporary railing (Type K) would be required whenever construction activities occur inclose proximity to existing roadways. The Caltrans cost database provides a goodindication of the probable cost of this item of work. A unit price of $17 per linear foot hasbeen used.

Temporary ShoringTemporary shoring would be required for cut-and-cover and depressed sectionconstruction. The prices from the Caltrans cost database have a wide range for thisitem. Because of the complexity of cut-and-cover and depressed section construction



adjacent to La Jolla Colony Drive and the open channel near SR 52, the maximum bidprice from the cost database was used. A unit price of $70 per square foot has beenassigned.

Temporary Traffic SignalTemporary traffic signals would be required at the Balboa Avenue/Morena Boulevardramp, at the La Jolla Colony Drive/I-5 ramps, and at multiple locations on GeneseeAvenue during construction. These locations will require multi-directional changes to theexisting traffic signals. A project allowance of $150,000 to $300,000 per intersection hasbeen assigned.

Temporary Traffic StripeTemporary striping would be required during reconstruction of existing roadways orwhenever construction activities occur in close proximity to existing roadways. Workwould be done in small segments, and some striping may have to remain in place formore than six months. The removal of the temporary traffic strip is included in the unitprice. Therefore, the unit price from the Caltrans cost database has been increased to$2.50 per linear foot for this item of work.

Track ConstructionTrack construction has been estimated by procurement of material and then by the workrequired to place the tracks. Each component of track structure is estimated separately.These include subballast, ballast, ties, rails, direct fixation fasteners, and finally,placement of the tracks. A separate rail estimate is provided for LRT (115RE rail) andLOSSAN tracks (136RE rail). Also, material prices for standard and high-strength railshave been provided. Track placement is estimated to cost between $85 to $150 pertrack foot. The low range is used for ballasted track and the high range is used for directfixation track.

Track Slab (Structure Concrete approach slab)Track slab would be required at the approach to the San Diego River Bridge to preventany differential track movement. A comparable item from the Caltrans cost database ofapproach slab was used to derive the unit cost for this item. A unit price of $850 percubic yard has been used.

Traffic SignalsBecause of the reduced headways from the Santa Fe Depot to the San Diego River andthe additional activation of the crossing gates, it is expected that some improvementsmay be required on streets adjacent to the existing grade crossings. The traffic signalsat streets parallel to the tracks would be preempted with each crossing gate activation.Modification to the traffic signals at these intersections is expected to cost between$75,000 and $275,000 per location.

Train Control and SignalsCapital costs for train control and signals were based on recent bids on recent SANDAGprojects to rehabilitate existing tracks. These prices were adjusted to account for the



fact that along 10.9 miles of improvements, there is no current track or revenue service.The cost includes installation along the extension of the system and upgrades to existingfacilities from the Santa Fe Depot to the San Diego River. The cost for this item of workwas broken down into its component parts and separately tabulated.

UtilitiesThe wet utilities—sewer and water—were analyzed to identify impacts from the LRTtracks. The length of relocation, abandonment, and reconstruction of these utilities weredetermined based on the Final SEIS/SEIR Plan Set (SANDAG, 2014b). The cost forutilities also includes the earthwork, trench, sewer/water pipe, appurtenances, fittings,other materials, and rehabilitation of existing pavement.

Preliminary dry utility relocation costs were developed based on identification of potentialconflict locations, site visits, review of as-built plans, and discussions with utility owners.Unit prices were developed either on a linear foot basis, or on a lump sum basis for eachrelocation. The relocation cost did not include any additional right-of-way that may berequired. Relocation of franchise utilities includes relocation of some gas and electrictransmission lines, as well as highly sensitive telephone, cable, and fiber optics lines. Itis anticipated that fiber optics lines belonging to about nine companies could beimpacted by the project. The capital cost estimate for relocation of utilities assumes thatthe full cost of relocation would be borne by SANDAG.

Vehicle CostIn 2010, MTS procured 57 new vehicles at a cost of approximately $3.5 million pervehicle. This cost did not include sales tax, spare parts, and other minor improvements.For this project, a unit cost of $3.7 million was used. With the addition of professionalservices, taxes and other minor improvements, the cost of each vehicle is estimated atapproximately $4.1 million. This cost includes design, bonding, insurance, tools,training, manuals, construction management, testing, and project administration. Thisproject intends to place an order for the opening year for 36 vehicles.

WaterproofingWaterproofing would be required behind the walls of cut-and-cover structures anddepressed sections and select bridges. The Caltrans cost database and the PB transitdatabase each provided only one source for this item of work. A unit prices of $15 persquare foot was used for the bridges on the project and $14 per square foot was usedfor the cut-and-cover structure

Water DiversionDiversion of water around construction activities may be required during the constructionof the La Jolla Colony Drive overhead structure and the Rose Creek open channel.Although such diversion can be accommodated relatively inexpensively, water qualityregulations may require treatment of diverted water. The Caltrans cost databaseindicated that Temporary Active Treatment on its projects averaged about $92,000. Anallowance of $100,000 per depressed/cut-and-cover section has been assumed for thisproject.



A summary of unit costs used to develop the capital cost estimate is shown in Table 3-4.Unit Prices . Detailed quantity take-off and complete unit prices for all items are shownin Appendix A.

Table 3-4. Unit Prices

Item Unit Cost SourceAbove-ground parking Space $21,000 6Aerial structures - Used component parts 1Architectural treatment SF $4 1Ballast CY $53 1Bar reinforcing steel LB $1.00 1Below-ground parking Space $30,000 6Bumping post (DF) EA $20,855 4Cable railing LF $25 1Catenary pole foundations EA $5,000 2/6Catenary System - Used component parts 6Central control LS $1,000,000 4Chain link fence (Type CL-6) LF Varies: $16 to $24 1Class 2 aggregate base CY $45 1Clearing and grubbing Ac $4,022 1Concrete barrier LF Varies: $46 to $100 1Concrete plinth CF $44.10 3/6Communication (Station) LS Varies 3Demolish pedestrian bridge SF $27 1Drainage system LS Varies 3Ductbank LF Varies: $112 to $161 3Elevators EA Varies: $710,00 to

$810,0004

Environmental mitigation LS $6,500,000 4Fare collection system and equipment EA Varies: $20,000 to

$140,0005

Hazardous materials LS $4,400,000 4Hot mix asphalt (Type A) Ton $102 1Landscaping and irrigation SF $6.10 2Mobilization LS 8.5% 4/6Mud slab CY $327 6Ornamental fence LF $72 1Partnering EA $300,0000 6Pervious Backfill (retaining wall) CY $49 1Remove & Salvage Exist Track &Turnout EA Varies: $12,948 to $23,304 6Roadway/Guideway excavation CY $28 / $18 1Right of Way LS Varies 3/4Roadway improvements LS Varies 3/4Roadway improvements (allowance for mitigation) LS $200,000 4/6



Table 3-4. Unit Prices (continued)

Item Unit Cost SourceSound wall SF Varies: $25 to $35 1Special Trackwork EA Varies: $130,000

to1,120,0002/6

Station—at grade LS Varies 3Station—aerial LS Varies 3Stray current monitoring SF $2 6Structure backfill (retaining wall) CY $52 1Structural concrete (retaining wall) CY $470 1Structural concrete (bridge) CY $850 1Structure excavation (retaining wall) CY $60 1Substation (Traction power supply) LS Varies 3/6Temporary crash cushion module EA $4,000 1Temporary pavement marking SF $3.50 1Temporary railing (Type K) LF $17 1Temporary shoring SF $70 1Temporary traffic signal LS Varies: $150,000 to

$300,0004

Temporary traffic stripe LF $2.50 1Track slab CY $850 1Train Control and Signals LS Varies 6Utilities LS Varies 3/5Vehicle EA $4,090,922 5/6Water proofing SF Varies: $14 to $15 1Water Diversion LS $100,000 1

Sources of unit costs:1 – Caltrans cost database2 – Mission Valley East Light Rail Transit Extension Project bid data3 – See Quantities/Unit Cost Workbook4 – Allowance for item of work lacking adequate scope and/or definition5 – SANDAG/MTS6 – Parsons Brinckerhoff transit databaseDF = direct fixation; MSE = mechanically stabilized earth; C&C = cut-and-cover; SF = square foot;CY = cubic yard; RF = route foot; LB = Pound; EA = each; LF = linear foot; Ac = acre; LS = lump sum;TF = track foot




Capital Cost Methodology and Estimate ReportChapter 4.0 – Capital Cost Estimate


4.0 CAPITAL COST ESTIMATETable 4-1 summarizes capital costs for the Refined Build Alternative. Table 4-2 showsthe detailed capital cost estimate for the Refined Build Alternative.

Table 4-1. Summary of the Capital Cost for the Refined Build Alternative

Refined Build Alternative$’000

10-50 Construction Subtotal $753,96860 ROW, Land, Existing Improvements $145,95370 Vehicles $169,74280 Professional Services $290,45390 Unallocated Contingency $129,211Subtotal: Base Year (2013) Dollars Total $1,489,326Subtotal: YOE Dollars Total $1,687,721100 Finance Charges-Base Year (2013) $349,269100 Finance Charges-YOE $424,394Base Year (2013) Dollars Total $1,838596YOE Dollars Total $2,112,115







Table 4-2. Mid-Coast Capital Cost Estimate – Refined Build AlternativeM A I N W O R K S H E E T – R E F I N E D B U I L D A L T E R N A T I V E (Rev.15, August, 2013)

Refined Build Alternative (Final SEIS/SEIR) (Using SANDAG Fiscal Year) Today's Date 1/16/14Mid-Coast Corridor Transit Project, San Diego, California Yr of Base Year $ 2013

Yr of Revenue Ops 2019

Quantity Base YearDollars w/oContingenc

y(X000)

Base YearDollars

AllocatedContingency

(X000)

Base YearDollarsTOTAL(X000)

Base YearDollars Unit Cost

(X000)

Base YearDollars

Percentageof

ConstructionCost

Base YearDollars

Percentageof

TotalProjectCost

YOE DollarsTotal

(X000)

10 GUIDEWAY & TRACK ELEMENTS (route miles) 10.93 270,884 61,189 332,073 $30,382 44% 18% 381,49810.01 Guideway: At-grade exclusive right-of-way 1.71 13,939 3,309 17,248 $10,087 19,81510.02 Guideway: At-grade semi-exclusive (allows cross-traffic) 0 010.03 Guideway: At-grade in mixed traffic 0 010.04 Guideway: Aerial structure 4.04 133,925 33,296 167,221 $41,391 192,11010.05 Guideway: Built-up fill 0 010.06 Guideway: Underground cut & cover 0.04 6,799 1,610 8,409 $210,225 9,66110.07 Guideway: Underground tunnel 0 010.08 Guideway: Retained cut or fill 5.14 55,208 11,140 66,348 $12,908 76,22310.09 Track: Direct fixation 27,768 5,554 33,321 38,28110.10 Track: Embedded 0 010.11 Track: Ballasted 22,206 4,641 26,847 30,84310.12 Track: Special (switches, turnouts) 9,599 1,208 10,807 12,41510.13 Track: Vibration and noise dampening 1,440 432 1,872 2,15120 STATIONS, STOPS, TERMINALS, INTERMODAL (number) 9 87,374 16,607 103,981 $11,553 14% 6% 122,18220.01 At-grade station, stop, shelter, mall, terminal, platform 4 12,539 2,064 14,603 $3,651 17,15920.02 Aerial station, stop, shelter, mall, terminal, platform 5 47,405 10,438 57,843 $11,569 67,96820.03 Underground station, stop, shelter, mall, terminal, platform 0 020.04 Other stations, landings, terminals: Intermodal, ferry, trolley, etc. 0 020.05 Joint development 0 020.06 Automobile parking multi-story structure 17,700 2,955 20,655 24,27020.07 Elevators, escalators 9,730 1,151 10,881 12,78530 SUPPORT FACILITIES: YARDS, SHOPS, ADMIN. BLDGS 10.93 0 0 0 $0 0% 0% 030.01 Administration Building: Office, sales, storage, revenue counting 0 #DIV/0!30.02 Light Maintenance Facility 0 #DIV/0!30.03 Heavy Maintenance Facility 0 #DIV/0!30.04 Storage or Maintenance of Way Building 0 #DIV/0!30.05 Yard and Yard Track 0 #DIV/0!40 SITEWORK & SPECIAL CONDITIONS 10.93 155,511 32,383 187,894 $17,191 25% 10% 214,05840.01 Demolition, Clearing, Earthwork 1,402 294 1,696 1,93240.02 Site Utilities, Utility Relocation 37,105 9,300 46,405 52,86740.03 Haz. mat'l, contam'd soil removal/mitigation, ground water

treatments4,400 1,320 5,720 6,516

40.04 Environmental mitigation, e.g. wetlands, historic/archeologic, parks 9,888 2,797 12,685 14,45240.05 Site structures including retaining walls, sound walls 0 040.06 Pedestrian / bike access and accommodation, landscaping 3,885 1,027 4,912 5,59640.07 Automobile, bus, van accessways including roads, parking lots 32,773 7,122 39,895 45,45040.08 Temporary Facilities and other indirect costs during construction 66,058 10,523 76,581 87,24450 SYSTEMS 10.93 105,959 24,060 130,019 $11,896 17% 7% 151,84750.01 Train control and signals 31,686 7,505 39,192 45,77250.02 Traffic signals and crossing protection 6,145 1,536 7,681 8,97150.03 Traction power supply: substations 38,909 7,047 45,957 53,67250.04 Traction power distribution: catenary and third rail 17,732 4,526 22,258 25,99550.05 Communications 7,106 2,131 9,237 10,78850.06 Fare collection system and equipment 3,380 1,014 4,394 5,13250.07 Central Control 1,000 300 1,300 1,518Construction Subtotal (10 - 50) 10.93 619,727 134,240 753,968 $68,981 100% 41% 869,58460 ROW, LAND, EXISTING IMPROVEMENTS 10.93 93,429 52,524 145,953 $13,353 8% 155,15660.01 Purchase or lease of real estate 91,429 52,224 143,653 152,71160.02 Relocation of existing households and businesses 2,000 300 2,300 2,44570 VEHICLES (number) 36 161,659 8,083 169,742 $4,715 9% 195,70670.01 Light Rail 36 147,273 7,364 154,637 $4,295 178,29170.02 Heavy Rail 0 070.03 Commuter Rail 0 070.04 Bus 0 070.05 Other 0 070.06 Non-revenue vehicles 0 070.07 Spare parts 14,386 719 15,105 17,41580 PROFESSIONAL SERVICES (applies to Cats. 10-50) 10.93 242,044 48,409 290,453 $26,574 39% 16% 319,04580.01 Project Development 80,000 16,000 96,000 105,45080.02 Engineering 35,000 7,000 42,000 46,13480.03 Project Management for Design and Construction 30,986 6,197 37,184 40,84480.04 Construction Administration & Management 61,973 12,395 74,367 81,68880.05 Professional Liability and other Non-Construction Insurance 6,197 1,239 7,437 8,16980.06 Legal; Permits; Review Fees by other agencies, cities, etc. 12,395 2,479 14,873 16,33880.07 Surveys, Testing, Investigation, Inspection 6,197 1,239 7,437 8,16980.08 Start up 9,296 1,859 11,155 12,253Subtotal (10 - 80) 10.93 1,116,859 243,256 1,360,115 $124,439 74% 1,539,49190 UNALLOCATED CONTINGENCY 129,211 7% 148,231Subtotal (10 - 90) 10.93 1,489,326 $136,260 81% 1,687,721100 FINANCE CHARGES 349,269 19% 424,394Total Project Cost (10 - 100) 10.93 1,838,596 $168,216 100% 2,112,115Allocated Contingency as % of Base Yr Dollars w/o Contingency 21.78%Unallocated Contingency as % of Base Yr Dollars w/o Contingency 11.57%Total Contingency as % of Base Yr Dollars w/o Contingency 33.35%Unallocated Contingency as % of Subtotal (10 - 80) 9.50%YOE Construction Cost per Mile (X000) $79,559YOE Total Project Cost per Mile Not Including Vehicles (X000) $175,335YOE Total Project Cost per Mile (X000) $193,240




Capital Cost Methodology and Estimate ReportChapter 5.0 – Estimate Limitations


5.0 ESTIMATE LIMITATIONSSignificant uncertainties exist during the early stages of design. Uncertainties inherent inthe estimate include project definition, quantities, establishment of design criteria, projectschedule, escalation rates, and unknown items of work that can only be defined as theproject progresses further into design. As the project is further defined and the capitalcost estimate is refined, the project contingencies can be reduced.

5.1 Standard Design CriteriaThe San Diego Association of Governments (SANDAG) Draft Light Rail Transit (LRT)Design Criteria (SANDAG, 2010b), which reflects the attributes of previously completedLRT projects, will be adopted for estimating the Refined Build Alternative. The NorthCounty Transit District and the Southern California Rail Road Authority design criteriawill be followed in estimating costs for the relocation of existing Los Angeles–SanDiego–San Luis Obispo Rail Corridor Agency tracks. Should the Mid-Coast CorridorTransit Project require upgrades to existing facilities, such as modifications to signaling,fare collection, vehicle configuration, and other systems, these costs will be included inthe overall cost of this project.

5.2 Scope and Quantity DefinitionThe confirmation of the project scope by the SANDAG Board of Directors, coupled withthe need to perform additional design to allow precise quantity take offs, will result inchanges to the cost of the project as the design evolves. Issues relating to bridge typeand station design can result in significant swings in estimated costs. Changes in thescope assumptions will be incorporated into the estimate as the engineering progresseswith each iteration documenting the changes made. Although the contingencies areintended to mitigate some of these impacts, cost risks still remain in this regard.

5.3 Commodity PricingOver the past several years, commodities, such as petroleum, concrete, and steel, haveexperienced extreme price fluctuations, both rising and falling based on constructiondemand. This fluctuation has placed an extra burden on grantees as they endeavor toestablish reliable estimates and budget baselines that will reflect contractor bids. TheU.S. economy is slowly recovering from the recession, but prices have remained soft.This may be short-term to the extent that many of these commodities may remainmercurial as the project prepares for construction in the future. Additionally, the SanDiego region has seen a depletion of its active quarries. Should additional quarries beapproved for development in the future, the cost of ballast and aggregates couldfluctuate as a result of variable transportation costs.

5.4 Unforeseen ChallengesPerhaps one of the largest sources of uncertainty is the difficulty associated withanticipating problems that only are uncovered during the later stages of projectdevelopment. Areas that appear to be most susceptible are right-of-way acquisitions,utility relocations, hazardous materials, soil conditions, and bid/market risks.

Capital Cost Methodology and Estimate ReportChapter 5.0 – Estimate Limitations


Over the past several years, many projects have seen substantial variations in bidscompared to engineer estimates. More recently, most project engineer estimates arehigher than contractor bids. Generally, this is the result of extreme competition by morecontractors bidding on fewer projects. To address appropriate project risk, the allocatedcontingency approximates the project risks and aides the estimate as the projectadvances to final design. In addition, prudent contingency levels allocated to theestimate are not designed to address extreme volatility in market conditions.

The estimating methods described in Section 3.0 represent professionally acceptedstandards for preparing capital cost estimates to a level of accuracy that is consistentwith the level of project definition. Accuracy is traditionally expressed as a +/-percentage range around the point estimate that has been produced. The percentagevariance factors are greatest during the early stage of project definition andprogressively decrease as project definition increases. For example, for typical transitprojects, the expected accuracy range of an estimate prepared from final designdocuments is approximately +10/-5 percent. For projects at a level of project definitionfrom 1 to 15 percent complete, the expected accuracy range is approximately +30/-25percent.

One of the primary techniques used to address the uncertainties inherent in theestimating process at this phase of project development is the application of appropriateallocated contingencies. The use and application of allocated contingencies also isdiscussed in Section 3.0. As a project progresses through subsequent phases, the levelof detail in the design will increase and the type, quantity, and location of systemelements can be better estimated. As this occurs, the accuracy of the cost estimates willimprove and the allocated contingency will decrease. Unallocated contingencies willremain the same up to the start of construction and then drawn down through theconstruction phase. In addition, the Federal Transit Administration’s mandated riskassessment process will address both allocated and unallocated contingences and setsminimum guidelines for agencies to follow.

Capital Cost Methodology and Estimate ReportChapter 6.0 – References


6.0 REFERENCESCalifornia Department of Transportation (Caltrans), 2013. Caltrans District 8 database,

accessed at: http://sv08data.dot.ca.gov/contractcost/

Metropolitan Transit Development Board (MTDB). 1995a. Mid-Coast CorridorAlternatives Analysis/Draft Environmental Impact Statement/Draft EnvironmentalImpact Report. February 1995.

Metropolitan Transit Development Board (MTDB). 1995b. Final Environmental ImpactReport for the Mid-Coast Corridor. December 1995.

Metropolitan Transit Development Board (MTDB). 2001. Mid-Coast Corridor ProjectBalboa Extension and Nobel Drive Coaster Station Final Environmental ImpactStatement. June 2001.

San Diego Association of Governments (SANDAG), 2010a. Mid-Coast Corridor TransitProject Construction Cost Escalation Forecast 2014-2023.

San Diego Association of Governments (SANDAG), 2010b. Draft Light Rail TransitDesign Criteria. January 2010.

San Diego Association of Governments (SANDAG), 2013a. Mid-Coast Corridor TransitProject Draft Supplemental Environmental Impact Statement/SubsequentEnvironmental Impact Report.

San Diego Association of Governments (SANDAG), 2013b, Mid-Coast Corridor TransitProject Construction Cost Escalation Forecast 2014-2023 Report

San Diego Association of Governments (SANDAG), 2014a. Mid-Coast Corridor TransitProject Final Supplemental Environmental Impact Statement/SubsequentEnvironmental Impact Report.

San Diego Association of Governments (SANDAG), 2014b. Mid-Coast Corridor TransitProject Final SEIS/SEIR Plan Set.

San Diego Association of Governments (SANDAG), 2014c. Mid-Coast Corridor TransitProject Hazardous Materials Technical Report.

San Diego Association of Governments (SANDAG), 2014d. Mid-Coast Corridor TransitProject Biological Resources Technical Report.

San Diego Association of Governments (SANDAG), 2014e. Mid-Coast Corridor TransitProject Final Refined Build Alternative Report.

Capital Cost Methodology and Estimate ReportChapter 6.0 – References



M I D - C O A S T C O R R I D O R T R A N S I T P R O J E C TAugust 2014

Appendix ACapital Cost Estimate

Detailed Report

M I D - C O A S T C O R R I D O R T R A N S I T P R O J E C TAugust 2014


Mid-coast Corridor Transit ProjectCapitol Cost Estimate - Item DetailSan Diego Association of Governments (SANDAG)San Diego, California

SCC Item Code Item Name Quantity Unit Unit Price ($) Cost ($) Quantity (%) Unit Price (%) Total (%) Total ($) Total Cost ($)

Contingency

Section 10 GUIDEWAY AND TRACK ELEMENTS

Sub Section 10.01 GUIDEWAY: AT-GRADE EXCLUSIVE RIGHT-OF-WAY

Group 10.01.01


GUIDEWAY EXCAVATION Contingency

10.01.01 GUIDEWAY EXCAVATION 13,937.00 CY $18.00 $250,866 10.00% 5.00% 15.00% $37,630 $288,496

10.01.01.190101 GUIDEWAY EXCAVATION 8,470.00 CY $18.00 $152,460 10.00% 5.00% 15.00% $22,869 $175,329

10.01.01.190101 GUIDEWAY EXCAVATION 44.00 CY $18.00 $792 10.00% 5.00% 15.00% $119 $911


Sum

Average

37,711.00 $678,798

10.00% 5.00% 15.00%

$101,820 $780,618Summary for Group: 10.01.01

Group 10.01.02


PERMANENT BMP (AT-GRADE GUIDEWAY) Contingency

10.01.02 PERMANENT BMP (AT-GRADE GUIDEWAY) 1.00 LS $350,000.00 $350,000 0.00% 20.00% 20.00% $70,000 $420,000

Sum

Average

1.00 $350,000

0.00% 20.00% 20.00%


Group 10.01.03


GUIDEWAY DRAINAGE SYSTEMS Contingency

10.01.03.01 UNDERDRAIN (GUIDEWAY) 12,280.00 LF $30.00 $368,400 15.00% 15.00% 30.00% $110,520 $478,920


10.01.03.02 DRAINAGE DITCH, SDRSD D-75 (GUIDEWAY) 765.00 LF $27.00 $20,655 15.00% 15.00% 30.00% $6,197 $26,852

10.01.03.02 DRAINAGE DITCH, SDRSD D-75 (GUIDEWAY) 9,955.00 LF $27.00 $268,785 15.00% 15.00% 30.00% $80,636 $349,421


10.01.03.101 18" RCP STORM DRAIN 20.00 LF $120.00 $2,400 15.00% 15.00% 30.00% $720 $3,120

10.01.03.101 18" RCP STORM DRAIN 45.00 LF $120.00 $5,400 15.00% 15.00% 30.00% $1,620 $7,020




Monday, January 27, 2014 Page 1 of 140


Contingency






















10.01.03.115 12" PVC STORM DRAIN 20.00 LF $100.00 $2,000 15.00% 15.00% 30.00% $600 $2,600

10.01.03.131 6' X 4' RCB STORM DRAIN 30.00 LF $1,027.00 $30,810 15.00% 15.00% 30.00% $9,243 $40,053

10.01.03.132 6' X 6' RCB STORM DRAIN 75.00 LF $1,270.00 $95,250 15.00% 15.00% 30.00% $28,575 $123,825

10.01.03.201 TYPE A-4 SD CLEANOUT 1.00 EA $4,500.00 $4,500 10.00% 15.00% 25.00% $1,125 $5,625







Contingency


10.01.03.204 TYPE B CURB INLET 1.00 EA $5,200.00 $5,200 10.00% 15.00% 25.00% $1,300 $6,500

10.01.03.204 10' MOD TYPE B-1 CURB INLET 1.00 EA $6,900.00 $6,900 15.00% 15.00% 30.00% $2,070 $8,970

10.01.03.205 MOD TYPE F CATCH BASIN 1.00 EA $5,530.00 $5,530 10.00% 15.00% 25.00% $1,383 $6,913



10.01.03.205 TYPE F CATCH BASIN 1.00 EA $6,120.00 $6,120 10.00% 15.00% 25.00% $1,530 $7,650















10.01.03.206 TYPE G CATCH BASIN 1.00 EA $6,750.00 $6,750 10.00% 15.00% 25.00% $1,688 $8,438

10.01.03.206 MOD TYPE G CATCH BASIN 1.00 EA $6,750.00 $6,750 10.00% 15.00% 25.00% $1,688 $8,438

10.01.03.210 TYPE A STRAIGHT HEADWALL 1.00 EA $7,000.00 $7,000 10.00% 15.00% 25.00% $1,750 $8,750

10.01.03.213 JUNCTION STRUCTURE (SPECIAL DETAIL) 1.00 EA $15,000.00 $15,000 0.00% 15.00% 15.00% $2,250 $17,250




10.01.03.214 CULVERT INLET (SPECIAL DETAIL) 1.00 EA $4,130.00 $4,130 0.00% 15.00% 15.00% $620 $4,750



Contingency

10.01.03.214 CULVERT INLET (SPECIAL DETAIL) 1.00 EA $4,130.00 $4,130 0.00% 15.00% 15.00% $620 $4,750

10.01.03.216 CURTAIN WALL 1.00 EA $10,650.00 $10,650 15.00% 15.00% 30.00% $3,195 $13,845

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.502 PIPE COLLAR 2.00 EA $1,800.00 $3,600 15.00% 15.00% 30.00% $1,080 $4,680

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.01.03.503 PIPE TO CHANNEL TRANSITION 1.00 EA $6,230.00 $6,230 15.00% 15.00% 30.00% $1,869 $8,099

10.01.03.512 CULVERT EXTENSION JOINT, SDRSD D-81 (CY OF CONC) 0.65 CY $400.00 $260 15.00% 15.00% 30.00% $78 $338

10.01.03.700 ABN EXIST 18" ACP STORM DRAIN 1.00 EA $675.00 $675 15.00% 15.00% 30.00% $203 $878

10.01.03.700 ABN EXIST 8" PVC STORM DRAIN 3.00 EA $675.00 $2,025 15.00% 15.00% 30.00% $608 $2,633

10.01.03.701 ABN EXIST CATCH BASIN 1.00 EA $1,240.00 $1,240 15.00% 15.00% 30.00% $372 $1,612

10.01.03.702 REMOVE EXIST HEADWALL 1.00 EA $860.00 $860 15.00% 15.00% 30.00% $258 $1,118


10.01.03.702 REMOVE EXIST HEADWALL 2.00 EA $860.00 $1,720 15.00% 15.00% 30.00% $516 $2,236

10.01.03.702 REMOVE EXIST DROP INLET 1.00 EA $1,830.00 $1,830 15.00% 15.00% 30.00% $549 $2,379


10.01.03.702 REMOVE EXIST CURB INLET 1.00 EA $1,830.00 $1,830 15.00% 15.00% 30.00% $549 $2,379

10.01.03.702 REMOVE EXIST ENDWALL 1.00 EA $860.00 $860 15.00% 15.00% 30.00% $258 $1,118










Contingency









Sum

Average

29,028.65 $1,470,165

12.76% 15.00% 27.76%

$422,737 $1,892,902Summary for Group: 10.01.03

Group 10.01.03.800


LA JOLLA RCB Contingency

10.01.03.800.192025 STRUCTURE EXCAVATION (CULVERT) 780.00 CY $60.00 $46,800 15.00% 10.00% 25.00% $11,700 $58,500

10.01.03.800.193004 STRUCTURAL BACKFILL (CULVERT) 448.00 CY $73.00 $32,704 15.00% 10.00% 25.00% $8,176 $40,880

10.01.03.800.510090 STRUCTURAL CONCRETE (CULVERT) 245.00 CY $620.00 $151,900 15.00% 10.00% 25.00% $37,975 $189,875

10.01.03.800.518002 3" MUD SLAB (CULVERT) 18.00 CY $327.00 $5,886 15.00% 10.00% 25.00% $1,472 $7,358

10.01.03.800.518002 WATER DIVERSION 1.00 LS $100,000.00 $100,000 15.00% 10.00% 25.00% $25,000 $125,000

10.01.03.800.520107 BAR REINFORCING STEEL (CULVERT) 49,100.00 LB $1.00 $49,100 15.00% 10.00% 25.00% $12,275 $61,375

10.01.03.800.520122 STRAY CURRENT PROTECTION (CULVERT) 1,827.00 SF $2.00 $3,654 15.00% 10.00% 25.00% $914 $4,568

10.01.03.800.838521 CABLE RAILING 56.00 LF $25.00 $1,400 10.00% 10.00% 20.00% $280 $1,680

Sum

Average

52,475.00 $391,444

14.38% 10.00% 24.38%

$97,791 $489,235Summary for Group: 10.01.03.800

Group 10.01.04


ROSE CREEK OPEN CHANNEL Contingency

10.01.04.1000095 CONCRETE (RIPRAP BASIN - OPEN CHANNEL) 200.00 CY $544.00 $108,800 15.00% 10.00% 25.00% $27,200 $136,000

10.01.04.192025 STRUCTURE EXCAVATION (OPEN CHANNEL) 16,034.00 CY $60.00 $962,040 15.00% 10.00% 25.00% $240,510 $1,202,550

10.01.04.193004 STRUCTURAL BACKFILL (OPEN CHANNEL) 8,041.00 CY $73.00 $586,993 15.00% 10.00% 25.00% $146,748 $733,741

10.01.04.480600 TEMPORARY SHORING (OPEN CHANNEL) 22,190.00 SF $70.00 $1,553,300 15.00% 10.00% 25.00% $388,325 $1,941,625

10.01.04.490604 30" CIDH CONCRETE PILING 1,714.00 LF $370.00 $634,180 15.00% 10.00% 25.00% $158,545 $792,725

10.01.04.510090 STRUCTURAL CONCRETE (OPEN CHANNEL) 6,052.00 CY $620.00 $3,752,240 15.00% 10.00% 25.00% $938,060 $4,690,300

10.01.04.518002 WATER DIVERSION 1.00 LS $100,000.00 $100,000 15.00% 10.00% 25.00% $25,000 $125,000



Contingency

10.01.04.518002 3" MUD SLAB (OPEN CHANNEL) 229.00 CY $327.00 $74,883 15.00% 10.00% 25.00% $18,721 $93,604

10.01.04.520107 BAR REINFORCING STEEL (OPEN CHANNEL) 1,206,000.00 LB $1.00 $1,206,000 15.00% 10.00% 25.00% $301,500 $1,507,500

10.01.04.520122 STRAY CURRENT PROTECTION (OPEN CHANNEL) 21,745.00 SF $2.00 $43,490 15.00% 10.00% 25.00% $10,873 $54,363

10.01.04.838521 CABLE RAILING 1,373.00 LF $25.00 $34,325 10.00% 10.00% 20.00% $6,865 $41,190

Sum

Average

1,283,579.00 $9,056,251

14.55% 10.00% 24.55%

$2,262,347 $11,318,598Summary for Group: 10.01.04

Group 10.01.08


SUBBALLAST Contingency

10.01.08 SUBBALLAST (LOSSAN) 3,576.00 CY $45.00 $160,920 10.00% 5.00% 15.00% $24,138 $185,058

10.01.08 SUBBALLAST 20,050.00 CY $45.00 $902,250 10.00% 5.00% 15.00% $135,338 $1,037,588

10.01.08 SUBBALLAST (SHOOFLY) 3,322.00 CY $45.00 $149,490 10.00% 5.00% 15.00% $22,424 $171,914

Sum

Average

26,948.00 $1,212,660

10.00% 5.00% 15.00%


Group 10.01.11


CHAIN LINK FENCE Contingency

10.01.11.01 CHAIN LINK FENCE (CL-6) 7,316.70 LF $19.00 $139,017 10.00% 10.00% 20.00% $27,803 $166,821



10.01.11.02 6 FT CL GATE 2.00 EA $2,225.00 $4,450 10.00% 10.00% 20.00% $890 $5,340

10.01.11.02 6 FT CL GATE 1.00 EA $2,225.00 $2,225 10.00% 10.00% 20.00% $445 $2,670

10.01.11.02 6 FT CL GATE 4.00 EA $2,225.00 $8,900 10.00% 10.00% 20.00% $1,780 $10,680

Sum

Average

31,708.00 $617,894

10.00% 10.00% 20.00%


Group 10.01.14


GUIDEWAY EMBANKMENT Contingency

10.01.14.193001 GUIDEWAY EMBANKMENT SEGMENT 1 25,424.00 CY $0.00 $0 15.00% 10.00% 25.00% $0 $0



Sum

Average

62,081.00 $0

15.00% 10.00% 25.00%

$0 $0Summary for Group: 10.01.14

Group 10.08.29


SOUND/SCREEN WALL Contingency



Contingency

10.08.29.580.86 SOUND WALL (WALL 580R-F) 6,480.00 SF $25.00 $162,000 20.00% 10.00% 30.00% $48,600 $210,600

Sum

Average

6,480.00 $162,000

20.00% 10.00% 30.00%


Sum

Average

1,530,011.65 $13,939,212

12.75% 13.52% 26.27%

$3,308,772 $17,247,984Summary for Sub Section: 10.01

Sub Section 10.04 GUIDEWAY: AERIAL STRUCTURE

Group 10.04.01


PERMANENT BMP (AERIAL STRUCTURE) Contingency

10.04.01 PERMANENT BMP (AERIAL STRUCTURE) 1.00 LS $1,450,000.00 $1,450,000 0.00% 20.00% 20.00% $290,000 $1,740,000

Sum

Average

1.00 $1,450,000

0.00% 20.00% 20.00%


Group 10.04.03.01


SAN DIEGO RIVER BRIDGE Contingency

10.04.03.01.15XXXX REMOVE AND REPLACE CONCRETE BERM 100.00 CY $198.00 $19,800 15.00% 10.00% 25.00% $4,950 $24,750

10.04.03.01.192003 STRUCTURE EXCAVATION (BRIDGE) 100.00 CY $60.00 $6,000 15.00% 10.00% 25.00% $1,500 $7,500

10.04.03.01.193003 STRUCTURAL BACKFILL (BRIDGE) 50.00 CY $73.00 $3,650 15.00% 10.00% 25.00% $913 $4,563

10.04.03.01.199XXX GROUND IMPROVEMENT 7.00 EA $380,000.00 $2,660,000 0.00% 10.00% 10.00% $266,000 $2,926,000

10.04.03.01.490607 48" CIDH CONCRETE PILING 360.00 LF $701.00 $252,360 15.00% 20.00% 35.00% $88,326 $340,686

10.04.03.01.490620 108"CIDH CONCRETE PILING 720.00 LF $1,967.00 $1,416,240 15.00% 20.00% 35.00% $495,684 $1,911,924

10.04.03.01.500001 PRESTRESSING CAST-IN-PLACE CONCRETE 98,100.00 LB $1.85 $181,485 15.00% 20.00% 35.00% $63,520 $245,005

10.04.03.01.510053 STRUCTURAL CONCRETE (BRIDGE) 1,930.00 CY $850.00 $1,640,500 15.00% 20.00% 35.00% $574,175 $2,214,675

10.04.03.01.510080 STRUCTURAL CONCRETE (APPROACH SLAB) 15.00 CY $850.00 $12,750 15.00% 10.00% 25.00% $3,188 $15,938

10.04.03.01.511035 ARCHITECT TREATMENT 360.00 SF $14.00 $5,040 15.00% 10.00% 25.00% $1,260 $6,300

10.04.03.01.518051 PTFE SPHERICAL BEARING 3.00 EA $6,191.00 $18,573 0.00% 10.00% 10.00% $1,857 $20,430

10.04.03.01.519093 JOINT SEAL ASSEMBLY (MR=3") 30.00 LF $211.00 $6,330 0.00% 10.00% 10.00% $633 $6,963


10.04.03.01.519099 JOINT SEAL ASSEMBLY (MR=6") 30.00 LF $737.00 $22,110 0.00% 10.00% 10.00% $2,211 $24,321

10.04.03.01.520102 BAR REINFORCING STEEL (BRIDGE) 774,000.00 LB $1.00 $774,000 15.00% 20.00% 35.00% $270,900 $1,044,900

10.04.03.01.520122 STRAY CURRENT PROTECTION (BRIDGE) 27,498.00 SF $2.00 $54,996 15.00% 10.00% 25.00% $13,749 $68,745

10.04.03.01.7351XX MINOR CONCRETE (CURB) 1,803.00 LF $28.00 $50,484 15.00% 10.00% 25.00% $12,621 $63,105

10.04.03.01.750501 MISCELANEOUS METAL (BRIDGE) 3,600.00 LB $4.00 $14,400 15.00% 10.00% 25.00% $3,600 $18,000



Contingency

10.04.03.01.750505 BRIDGE DECK DRAINAGE SYSTEM 5,000.00 LB $5.00 $25,000 15.00% 10.00% 25.00% $6,250 $31,250

10.04.03.01.833000 METAL RAILING (PIPE) 1,803.00 LF $125.00 $225,375 15.00% 10.00% 25.00% $56,344 $281,719

10.04.03.01.XXXXXX CONSTRUCT TEMPORARY ACCESS TRESTLE 65.00 LF $2,250.00 $146,250 15.00% 20.00% 35.00% $51,188 $197,438

Sum

Average

915,604.00 $7,543,293

11.43% 12.86% 24.29%

$1,919,662 $9,462,955Summary for Group: 10.04.03.01

Group 10.04.03.02


TECOLOTE CREEK BRIDGE Contingency

10.04.03.02.153220 REMOVE CONCRETE (CHANNEL) 25.00 CY $67.00 $1,675 15.00% 10.00% 25.00% $419 $2,094




10.04.03.02.510053 STRUCTURAL CONCRETE (BRIDGE) 258.00 CY $850.00 $219,300 15.00% 10.00% 25.00% $54,825 $274,125

10.04.03.02.520120 BAR REINFORCING STEEL (BRIDGE) 88,711.00 LB $1.00 $88,711 15.00% 10.00% 25.00% $22,178 $110,889


10.04.03.02.540104 WATERPROOFING AND COVER 2,220.00 SF $15.00 $33,300 15.00% 10.00% 25.00% $8,325 $41,625

10.04.03.02.833000 METAL RAILING (PIPE) 185.00 LF $125.00 $23,125 15.00% 10.00% 25.00% $5,781 $28,906

Sum

Average

94,643.00 $703,694

15.00% 10.00% 25.00%


Group 10.04.03.03


ROSE CREEK SOUTH BRIDGE Contingency

10.04.03.03.153220 REMOVE CONCRETE (CHANNEL) 26.00 CY $67.00 $1,742 15.00% 10.00% 25.00% $436 $2,178





10.04.03.03.490611 72" CIDH CONCRETE PILING 150.00 LF $1,113.00 $166,950 15.00% 10.00% 25.00% $41,738 $208,688




10.04.03.03.519100 JOINT SEAL (MR=2") 63.00 LF $145.00 $9,135 0.00% 10.00% 10.00% $914 $10,049




Contingency


10.04.03.03.720XXX ROCK SLOPE PROTECTION 70.00 CY $593.00 $41,510 15.00% 10.00% 25.00% $10,378 $51,888

10.04.03.03.7351XX MINOR CONCRETE (CURB) 592.00 LF $28.00 $16,576 15.00% 10.00% 25.00% $4,144 $20,720



Sum

Average

288,208.00 $1,499,048

14.06% 10.00% 24.06%

$373,392 $1,872,440Summary for Group: 10.04.03.03

Group 10.04.03.04


ROSE CREEK NORTH BRIDGE Contingency


10.04.03.04.193003 STRUCTURAL BACKFILL (BRIDGE) 91.00 CY $73.00 $6,643 20.00% 15.00% 35.00% $2,325 $8,968






10.04.03.04.519100 JOINT SEAL (MR=2") 63.00 LF $145.00 $9,135 20.00% 15.00% 35.00% $3,197 $12,332



10.04.03.04.720XXX ROCK SLOPE PROTECTION 70.00 CY $593.00 $41,510 20.00% 15.00% 35.00% $14,529 $56,039


10.04.03.04.750041 ISOLATION CASING 2,700.00 LB $3.00 $8,100 20.00% 15.00% 35.00% $2,835 $10,935



Sum

Average

293,195.00 $1,430,537

20.00% 15.00% 35.00%


Group 10.04.03.05


ROSE CANYON LRT OH BRIDGE Contingency






Contingency

10.04.03.05.490620 108" CIDH CONCRETE PILING 1,275.00 LF $1,967.00 $2,507,925 15.00% 10.00% 25.00% $626,981 $3,134,906


10.04.03.05.510053 STRUCTURAL CONCRETE (BRIDGE) 6,400.00 CY $850.00 $5,440,000 15.00% 10.00% 25.00% $1,360,000 $6,800,000



10.04.03.05.519092 JOINT SEAL ASSEMBLY (MR=2.5") 31.00 LF $189.00 $5,859 0.00% 10.00% 10.00% $586 $6,445




10.04.03.05.519105 JOINT SEAL ASSEMBLY (MR=7") 62.00 LF $1,218.00 $75,516 0.00% 10.00% 10.00% $7,552 $83,068

10.04.03.05.520102 BAR REINFORCING STEEL (BRIDGE) 2,074,000.00 LB $1.00 $2,074,000 15.00% 10.00% 25.00% $518,500 $2,592,500


10.04.03.05.7351XX MINOR CONCRETE (CURB) 4,328.00 LF $28.00 $121,184 15.00% 10.00% 25.00% $30,296 $151,480



10.04.03.05.833000 METAL RAILING (PIPE) 4,328.00 LF $125.00 $541,000 15.00% 10.00% 25.00% $135,250 $676,250

Sum

Average

2,423,018.00 $11,936,055

10.26% 10.00% 20.26%


Group 10.04.03.06


NOBEL VIADUCT Contingency

10.04.03.06.192003 STRUCTURE EXCAVATION (BRIDGE) 1,670.00 CY $60.00 $100,200 15.00% 10.00% 25.00% $25,050 $125,250

10.04.03.06.480600 TEMPORARY SHORING 12,300.00 SF $70.00 $861,000 15.00% 10.00% 25.00% $215,250 $1,076,250






10.04.03.06.4906xx 144" CIDH CONCRETE PILING 110.00 LF $3,170.00 $348,700 15.00% 10.00% 25.00% $87,175 $435,875


10.04.03.06.500001 PRESTRESSING CAST-IN-PLACE CONCRETE 615,040.00 LB $1.85 $1,137,824 15.00% 10.00% 25.00% $284,456 $1,422,280



Contingency

10.04.03.06.510051 STRUCTURAL CONCRETE (BRIDGE FOOTING) 434.00 CY $440.00 $190,960 15.00% 10.00% 25.00% $47,740 $238,700

10.04.03.06.510051 STRUCTURAL BACKFILL (BRIDGE) 1,240.00 CY $73.00 $90,520 15.00% 10.00% 25.00% $22,630 $113,150


10.04.03.06.511035 ARCHITECT TREATMENT 1,500.00 SF $14.00 $21,000 15.00% 10.00% 25.00% $5,250 $26,250

10.04.03.06.518002 SOUND WALL 3,000.00 SF $25.00 $75,000 15.00% 10.00% 25.00% $18,750 $93,750





10.04.03.06.519105 JOINT SEAL ASSEMBLY (MR=7") 64.00 LF $1,218.00 $77,952 0.00% 10.00% 10.00% $7,795 $85,747

10.04.03.06.519109 JOINT SEAL ASSEMBLY (MR=6.5") 96.00 LF $1,085.00 $104,160 0.00% 10.00% 10.00% $10,416 $114,576

10.04.03.06.519XX JOINT SEAL ASSEMBLY (MR=8") 32.00 LF $1,650.00 $52,800 0.00% 10.00% 10.00% $5,280 $58,080

10.04.03.06.519xxx JOINT SEAL ASSEMBLY (MR=7.5") 32.00 LF $1,451.00 $46,432 0.00% 10.00% 10.00% $4,643 $51,075

10.04.03.06.520102 BAR REINFORCING STEEL (BRIDGE) 6,085,900.00 LB $1.00 $6,085,900 15.00% 10.00% 25.00% $1,521,475 $7,607,375


10.04.03.06.7351xx MINOR CONCRETE (CURB) 9,321.00 LF $28.00 $260,988 15.00% 10.00% 25.00% $65,247 $326,235




10.04.03.06.833000 METAL RAILING (PIPE) 9,321.00 LF $125.00 $1,165,125 15.00% 10.00% 25.00% $291,281 $1,456,406

Sum

Average

6,988,070.00 $28,938,657

11.17% 10.00% 21.17%


Group 10.04.03.07


UCSD VIADUCT Contingency



10.04.03.07.490603 24" CIDH CONCRETE PILING 12,098.00 LF $306.00 $3,701,988 15.00% 10.00% 25.00% $925,497 $4,627,485


10.04.03.07.4906xx 132" CIDH CONCRETE PILING 662.00 LF $2,923.00 $1,935,026 15.00% 10.00% 25.00% $483,757 $2,418,783

10.04.03.07.500001 PRESTRESSING CAST-IN-PLACE CONCRETE 1,187,110.00 LB $1.85 $2,196,154 15.00% 10.00% 25.00% $549,038 $2,745,192



Contingency

10.04.03.07.510051 STRUCTURAL CONCRETE (BRIDGE FOOTING) 1,405.00 CY $440.00 $618,200 15.00% 10.00% 25.00% $154,550 $772,750







10.04.03.07.7351xx MINOR CONCRETE (CURB) 38,111.00 LF $28.00 $1,067,108 15.00% 10.00% 25.00% $266,777 $1,333,885





Sum

Average

8,360,552.00 $39,471,890

13.33% 10.00% 23.33%


Group 10.04.03.08


GENESEE VIADUCT Contingency



10.04.03.08.490618 96" CIDH CONCRETE PILING 882.00 LF $1,344.00 $1,185,408 15.00% 10.00% 25.00% $296,352 $1,481,760




10.04.03.08.500001 PRESTRESSING CAST-IN-PLACE CONCRETE 982,000.00 LB $1.85 $1,816,700 15.00% 10.00% 25.00% $454,175 $2,270,875










Contingency

10.04.03.08.7351xx MINOR CONCRETE (CURB) 32,850.00 LF $28.00 $919,800 15.00% 10.00% 25.00% $229,950 $1,149,750





Sum

Average

8,129,119.00 $34,623,406

13.42% 10.00% 23.42%


Group 10.04.03.09


BALBOA AVE UP Contingency



10.04.03.09.490603 24" CIDH CONCRETE PILING 2,520.00 LF $306.00 $771,120 15.00% 10.00% 25.00% $192,780 $963,900





10.04.03.09.519094 JOINT SEAL ASSEMBLY (MR=3.5") 85.00 LF $227.00 $19,295 0.00% 10.00% 10.00% $1,930 $21,225



10.04.03.09.540104 WATERPROOFING AND COVER 6,875.00 SF $15.00 $103,125 15.00% 10.00% 25.00% $25,781 $128,906



10.04.03.09.833020 CHAIN LINK RAILING 440.00 LF $150.00 $66,000 15.00% 10.00% 25.00% $16,500 $82,500


Sum

Average

357,075.00 $2,385,212

14.00% 10.00% 24.00%


Group 10.04.03.10


CHARMANT SOUTH BRIDGE Contingency






Contingency






10.04.03.10.511035 ARCHITECT TREATMENT 65.00 SF $14.00 $910 15.00% 10.00% 25.00% $228 $1,138




10.04.03.10.7351xx MINOR CONCRETE (CURB) 664.00 LF $28.00 $18,592 15.00% 10.00% 25.00% $4,648 $23,240



Sum

Average

321,411.00 $1,632,752

14.00% 10.00% 24.00%


Group 10.04.03.11


CHARMANT NORTH BRIDGE Contingency







10.04.03.11.510053 STRUCTURAL CONCRETE (BRIDGE) 1,012.00 CY $850.00 $860,200 15.00% 10.00% 25.00% $215,050 $1,075,250

10.04.03.11.511035 ARCHITECT TREATMENT 100.00 SF $14.00 $1,400 15.00% 10.00% 25.00% $350 $1,750





10.04.03.11.7351xx MINOR CONCRETE (CURB) 879.00 LF $28.00 $24,612 15.00% 10.00% 25.00% $6,153 $30,765




Contingency


Sum

Average

451,496.00 $2,087,474

13.00% 10.00% 23.00%


Group 10.04.04


HYDROMODIFICATION Contingency

10.04.04.601 HYDROMODIFICAITON-UNDERGROUND STORAGE (NOBEL VIADUC 24,104.60 CF $2.45 $59,056 15.00% 15.00% 30.00% $17,717 $76,773

10.04.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (LRT OH BRIDGE) 16,767.40 CF $2.45 $41,080 15.00% 15.00% 30.00% $12,324 $53,404

10.04.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (ROSE CREEK SO 2,405.00 CF $2.45 $5,892 15.00% 15.00% 30.00% $1,768 $7,660

10.04.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (ROSE CREEK NO 2,753.40 CF $2.45 $6,746 15.00% 15.00% 30.00% $2,024 $8,770

10.04.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (UCSD VIADUCT) 18,730.40 CF $2.45 $45,889 15.00% 15.00% 30.00% $13,767 $59,656

10.04.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (CHARMANT NO 3,738.80 CF $2.45 $9,160 15.00% 15.00% 30.00% $2,748 $11,908

10.04.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (CHARMANT SO 2,641.60 CF $2.45 $6,472 15.00% 15.00% 30.00% $1,942 $8,413

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (UCSD VIADUCT) 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (NOBEL VIADUCT) 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (CHARMANT NORT 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (CHARMANT SOUT 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (LRT OH BRIDGE) 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (ROSE CREEK SOUT 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.04.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (ROSE CREEK NOR 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

Sum

Average

71,148.20 $223,296

15.00% 15.00% 30.00%


Sum

Average

28,693,540.20 $133,925,313

13.29% 11.04% 24.32%


Sub Section 10.06 GUIDEWAY: UNDERGROUND CUT & COVER

Group 10.06.00


LA JOLLA COLONY OH Contingency

10.06.00.01 FACTOR FOR STAGE CONSTRUCTION (10%) 1.00 LS $418,573.64 $418,574 15.00% 15.00% 30.00% $125,572 $544,146

10.06.00.02 PERMANENT BMP (UNDERGROUND C&C) 1.00 LS $200,000.00 $200,000 0.00% 20.00% 20.00% $40,000 $240,000

10.06.00.480600 TEMPORARY SHORING 22,500.00 SF $70.00 $1,575,000 15.00% 15.00% 30.00% $472,500 $2,047,500

10.06.00.511035 ARCHITECTURAL TREATMENT 5,000.00 SF $14.00 $70,000 15.00% 10.00% 25.00% $17,500 $87,500

10.06.00.520122 STRAY CURRENT PROTECTION 16,238.00 SF $2.00 $32,476 15.00% 10.00% 25.00% $8,119 $40,595



Contingency

10.06.00.540101 ASPHALT MEMBRANE WATERPROOFING 26,091.00 SF $14.00 $365,274 15.00% 15.00% 30.00% $109,582 $474,856

10.06.00.598001 ANTI-GRAFFITI COATING 10,850.00 SF $1.20 $13,020 15.00% 10.00% 25.00% $3,255 $16,275

10.06.00.601 HYDROMODIFICATION-UNDERGROUND STORAGE (LA JOLLA COLO 12,020.00 CF $2.45 $29,449 15.00% 15.00% 30.00% $8,835 $38,284

10.06.00.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (LA JOLLA COLONY 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

10.06.01.192037 STRUCTURE EXCAVATION (U SECTION) 7,878.00 CY $60.00 $472,680 10.00% 10.00% 20.00% $94,536 $567,216

10.06.01.193013 STRUCTURAL BACKFILL (U SECTION) 443.00 CY $73.00 $32,339 10.00% 10.00% 20.00% $6,468 $38,807

10.06.01.510060 STRUCTURAL CONCRETE (U SECTION) 2,211.00 CY $470.00 $1,039,170 10.00% 10.00% 20.00% $207,834 $1,247,004

10.06.01.510080 STRUCTURAL CONCRETE (APPROACH SLAB) 30.00 CY $850.00 $25,500 15.00% 10.00% 25.00% $6,375 $31,875

10.06.01.520103 BAR REINFORCING STEEL (U SECTION) 302,472.00 LB $1.00 $302,472 10.00% 10.00% 20.00% $60,494 $362,966

10.06.01.833020 CHAIN LINK RAILING 495.00 LF $150.00 $74,250 15.00% 10.00% 25.00% $18,563 $92,813

10.06.02.192025 STRUCTURE EXCAVATION (CUT N COVER) 7,270.00 CY $60.00 $436,200 10.00% 10.00% 20.00% $87,240 $523,440

10.06.02.193004 STRUCTURAL BACKFILL (CUT AND COVER) 1,285.00 CY $73.00 $93,805 10.00% 10.00% 20.00% $18,761 $112,566

10.06.02.510090 STRUCTURAL CONCRETE (CUT N COVER) 2,100.00 CY $620.00 $1,302,000 10.00% 10.00% 20.00% $260,400 $1,562,400

10.06.02.520107 BAR REINFORCING STEEL (CUT AND COVER) 309,702.00 LB $1.00 $309,702 10.00% 10.00% 20.00% $61,940 $371,642

Sum

Average

726,588.00 $6,798,911

12.11% 11.84% 23.95%


Sum

Average

726,588.00 $6,798,911

12.11% 11.84% 23.95%


Sub Section 10.08 GUIDEWAY: RETAINED CUT OR FILL

Group 10.08.01


STRUCTURE EXCAVATION Contingency

10.08.01.211.20 STRUCTURE EXCAVATION 1,360.00 CY $60.00 $81,600 10.00% 10.00% 20.00% $16,320 $97,920





10.08.01.381.20 STRUCTURE EXCAVATION 373.00 CY $60.00 $22,380 10.00% 10.00% 20.00% $4,476 $26,856






Contingency

10.08.01.446.20 STRUCTURE EXCAVATION (MSE WALL) 2,972.00 CY $60.00 $178,320 10.00% 10.00% 20.00% $35,664 $213,984

10.08.01.449.20 STRUCTURE EXCAVATION (MSE WALL) 295.00 CY $60.00 $17,700 10.00% 10.00% 20.00% $3,540 $21,240




10.08.01.475.20 STRUCTURE EXCAVATION (MSE WALL) 267.00 CY $60.00 $16,020 10.00% 10.00% 20.00% $3,204 $19,224


10.08.01.498L.20 STRUCTURE EXCAVATION 3,980.00 CY $60.00 $238,800 10.00% 10.00% 20.00% $47,760 $286,560

10.08.01.498R.20 STRUCTURE EXCAVATION 6,812.00 CY $60.00 $408,720 10.00% 10.00% 20.00% $81,744 $490,464













10.08.01.598L.20 STRUCTURE EXCAVATION 247.00 CY $60.00 $14,820 10.00% 10.00% 20.00% $2,964 $17,784

10.08.01.598R.20 STRUCTURE EXCAVATION 554.00 CY $60.00 $33,240 10.00% 10.00% 20.00% $6,648 $39,888


Sum

Average

118,098.00 $7,085,880

10.00% 10.00% 20.00%


Group 10.08.07


STRUCTURAL BACKFILL Contingency

10.08.07.00 STRUCTURAL BACKFILL (MSE WALL) 2,100.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0

10.08.07.211.10 STRUCTURAL BACKFILL 1,111.00 CY $52.00 $57,772 10.00% 10.00% 20.00% $11,554 $69,326



Contingency





10.08.07.381.10 STRUCTURAL BACKFILL 238.00 CY $52.00 $12,376 10.00% 10.00% 20.00% $2,475 $14,851




10.08.07.446.10 STRUCTURAL BACKFILL (MSE WALL) 5,174.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0

10.08.07.449.10 STRUCTURAL BACKFILL (MSE WALL) 872.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0




10.08.07.475.10 STRUCTURAL BACKFILL (MSE WALL) 777.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0


10.08.07.498L.10 STRUCTURAL BACKFILL 3,035.00 CY $52.00 $157,820 10.00% 10.00% 20.00% $31,564 $189,384

10.08.07.498R.10 STRUCTURAL BACKFILL 5,011.00 CY $52.00 $260,572 10.00% 10.00% 20.00% $52,114 $312,686








10.08.07.547.10 STRUCTURAL BACKFILL 66.00 CY $52.00 $3,432 10.00% 10.00% 20.00% $686 $4,118



10.08.07.580.10 STRUCTURAL BACKFILL 18,454.00 CY $52.00 $959,608 10.00% 10.00% 20.00% $191,922 $1,151,530




Contingency

10.08.07.598L.10 STRUCTURAL BACKFILL 224.00 CY $52.00 $11,648 10.00% 10.00% 20.00% $2,330 $13,978

10.08.07.598R.10 STRUCTURAL BACKFILL 668.00 CY $52.00 $34,736 10.00% 10.00% 20.00% $6,947 $41,683


Sum

Average

131,928.00 $4,201,860

10.00% 10.00% 20.00%


Group 10.08.08


PERVIOUS BACKFILL Contingency

10.08.08.211.30 PERVIOUS BACKFILL 69.00 CY $49.00 $3,381 10.00% 10.00% 20.00% $676 $4,057

10.08.08.215.30 PERVIOUS BACKFILL 408.00 CY $49.00 $19,992 10.00% 10.00% 20.00% $3,998 $23,990










10.08.08.498L.30 PERVIOUS BACKFILL 281.00 CY $49.00 $13,769 10.00% 10.00% 20.00% $2,754 $16,523

10.08.08.498R.30 PERVIOUS BACKFILL 530.00 CY $49.00 $25,970 10.00% 10.00% 20.00% $5,194 $31,164


10.08.08.510.30 PERVIOUS BACKFILL 12.00 CY $49.00 $588 10.00% 10.00% 20.00% $118 $706






10.08.08.580.30 PERVIOUS BACKFILL 1,584.00 CY $49.00 $77,616 10.00% 10.00% 20.00% $15,523 $93,139


10.08.08.598L.30 PERVIOUS BACKFILL 25.00 CY $49.00 $1,225 10.00% 10.00% 20.00% $245 $1,470



Contingency

10.08.08.598R.30 PERVIOUS BACKFILL 70.00 CY $49.00 $3,430 10.00% 10.00% 20.00% $686 $4,116


Sum

Average

6,487.00 $317,863

10.00% 10.00% 20.00%


Group 10.08.09


STRUCTURAL CONCRETE Contingency

10.08.09.211.40 STRUCTURAL CONCRETE (RETAINING WALL) 306.00 CY $470.00 $143,820 10.00% 10.00% 20.00% $28,764 $172,584

10.08.09.215.40 STRUCTURAL CONCRETE (RETAINING WALL) 1,564.00 CY $470.00 $735,080 10.00% 10.00% 20.00% $147,016 $882,096


10.08.09.332.40 STRUCTURAL CONCRETE (RETAINING WALL) 3,165.00 CY $470.00 $1,487,550 10.00% 10.00% 20.00% $297,510 $1,785,060








10.08.09.498L.40 STRUCTURAL CONCRETE (RETAINING WALL) 1,106.00 CY $470.00 $519,820 10.00% 10.00% 20.00% $103,964 $623,784

10.08.09.498R.40 STRUCTURAL CONCRETE (RETAINING WALL) 2,359.00 CY $470.00 $1,108,730 10.00% 10.00% 20.00% $221,746 $1,330,476










10.08.09.598L.40 STRUCTURAL CONCRETE (RETAINING WALL) 106.00 CY $470.00 $49,820 10.00% 10.00% 20.00% $9,964 $59,784

10.08.09.598R.40 STRUCTURAL CONCRETE (RETAINING WALL) 254.00 CY $470.00 $119,380 10.00% 10.00% 20.00% $23,876 $143,256



Contingency


Sum

Average

31,916.00 $15,000,520

10.00% 10.00% 20.00%


Group 10.08.10


BAR REINFORCING STEEL (RETAINING WALL) Contingency

10.08.10.211.60 BAR REINFORCING STEEL 38,614.00 LB $1.00 $38,614 10.00% 10.00% 20.00% $7,723 $46,337











10.08.10.498L.60 BAR REINFORCING STEEL 216,106.00 LB $1.00 $216,106 10.00% 10.00% 20.00% $43,221 $259,327

10.08.10.498R.60 BAR REINFORCING STEEL 414,163.00 LB $1.00 $414,163 10.00% 10.00% 20.00% $82,833 $496,996



10.08.10.512.60 BAR REINFORCING STEEL 4,679.00 LB $1.00 $4,679 10.00% 10.00% 20.00% $936 $5,615







10.08.10.598L.60 BAR REINFORCING STEEL 13,490.00 LB $1.00 $13,490 10.00% 10.00% 20.00% $2,698 $16,188

10.08.10.598R.60 BAR REINFORCING STEEL 47,505.00 LB $1.00 $47,505 10.00% 10.00% 20.00% $9,501 $57,006




Contingency

Sum

Average

4,112,353.00 $4,112,353

10.00% 10.00% 20.00%


Group 10.08.11


MSE WALL Contingency

10.08.11.00 EARTH RETAINING STRUCTURE (MSE WALL-TEMP SHOOFLY) 9,060.00 SF $82.00 $742,920 10.00% 10.00% 20.00% $148,584 $891,504

10.08.11.446.91 EARTH RETAINING STRUCTURE (MSE WALL) 16,439.00 SF $72.00 $1,183,608 10.00% 10.00% 20.00% $236,722 $1,420,330

10.08.11.449.91 EARTH RETAINING STRUCTURE (MSE WALL) 2,598.00 SF $72.00 $187,056 10.00% 10.00% 20.00% $37,411 $224,467







Sum

Average

118,507.00 $8,623,104

10.00% 10.00% 20.00%


Group 10.08.13


PERMANENT BMP (RETAINED CUT/FILL) Contingency

10.08.13 PERMANENT BMP (RETAINED CUT/FILL) 1.00 LS $1,550,000.00 $1,550,000 0.00% 20.00% 20.00% $310,000 $1,860,000

Sum

Average

1.00 $1,550,000

0.00% 20.00% 20.00%


Group 10.08.17


MINOR CONCRETE (RETAINING WALL) Contingency

10.08.17.446.70 MINOR CONCRETE (COPING) 117.00 CY $365.00 $42,705 10.00% 10.00% 20.00% $8,541 $51,246






10.08.17.509.70 MINOR CONCRETE (GUTTER) 7.00 CY $365.00 $2,555 10.00% 10.00% 20.00% $511 $3,066

10.08.17.509.70 MINOR CONCRETE (SLOPE PAVING) 22.00 CY $365.00 $8,030 10.00% 10.00% 20.00% $1,606 $9,636

10.08.17.514.70 MINOR CONCRETE (SLOPE PAVING) 24.00 CY $365.00 $8,760 10.00% 10.00% 20.00% $1,752 $10,512

10.08.17.514.70 MINOR CONCRETE (GUTTER) 10.00 CY $365.00 $3,650 10.00% 10.00% 20.00% $730 $4,380



Contingency



Sum

Average

630.00 $229,950

10.00% 10.00% 20.00%


Group 10.08.18


CABLE RAILING Contingency

10.08.18.00 TEMPORARY RAILING - SHOOFLY 906.00 LF $25.00 $22,650 20.00% 10.00% 30.00% $6,795 $29,445

10.08.18.211.70 CABLE RAILING 359.00 LF $25.00 $8,975 10.00% 10.00% 20.00% $1,795 $10,770

10.08.18.215.70 CABLE RAILING 1,439.00 LF $25.00 $35,975 10.00% 10.00% 20.00% $7,195 $43,170

10.08.18.271.70 CABLE RAILING 822.00 LF $25.00 $20,550 10.00% 10.00% 20.00% $4,110 $24,660

10.08.18.332.70 CABLE RAILING 2,613.00 LF $25.00 $65,325 10.00% 10.00% 20.00% $13,065 $78,390

10.08.18.376.70 CABLE RAILING 193.00 LF $25.00 $4,825 10.00% 10.00% 20.00% $965 $5,790

10.08.18.381.70 CABLE RAILING 261.00 LF $25.00 $6,525 10.00% 10.00% 20.00% $1,305 $7,830

10.08.18.388.70 CABLE RAILING 1,242.00 LF $25.00 $31,050 10.00% 10.00% 20.00% $6,210 $37,260

10.08.18.402.70 CABLE RAILING 1,023.00 LF $25.00 $25,575 10.00% 10.00% 20.00% $5,115 $30,690

10.08.18.416.70 CABLE RAILING 450.00 LF $25.00 $11,250 10.00% 10.00% 20.00% $2,250 $13,500

10.08.18.446.70 CABLE RAILING 1,652.00 LF $25.00 $41,300 10.00% 10.00% 20.00% $8,260 $49,560

10.08.18.449.70 CABLE RAILING 233.00 LF $25.00 $5,825 10.00% 10.00% 20.00% $1,165 $6,990

10.08.18.457.70 CABLE RAILING 484.00 LF $25.00 $12,100 10.00% 10.00% 20.00% $2,420 $14,520

10.08.18.465.70 CABLE RAILING 1,416.00 LF $25.00 $35,400 10.00% 10.00% 20.00% $7,080 $42,480

10.08.18.472.70 CABLE RAILING 806.00 LF $25.00 $20,150 10.00% 10.00% 20.00% $4,030 $24,180

10.08.18.475.70 CABLE RAILING 276.00 LF $25.00 $6,900 10.00% 10.00% 20.00% $1,380 $8,280

10.08.18.485.70 CABLE RAILING 319.00 LF $25.00 $7,975 10.00% 10.00% 20.00% $1,595 $9,570

10.08.18.498L.70 CABLE RAILING 513.00 LF $25.00 $12,825 10.00% 10.00% 20.00% $2,565 $15,390

10.08.18.498R.70 CABLE RAILING 1,240.00 LF $25.00 $31,000 10.00% 10.00% 20.00% $6,200 $37,200

10.08.18.500.70 CABLE RAILING 1,925.00 LF $25.00 $48,125 10.00% 10.00% 20.00% $9,625 $57,750

10.08.18.507.70 CABLE RAILING 144.00 LF $25.00 $3,600 10.00% 10.00% 20.00% $720 $4,320

10.08.18.510.70 CABLE RAILING 40.00 LF $25.00 $1,000 10.00% 10.00% 20.00% $200 $1,200

10.08.18.512.70 CABLE RAILING 32.00 LF $25.00 $800 10.00% 10.00% 20.00% $160 $960

10.08.18.516.70 CABLE RAILING 128.00 LF $25.00 $3,200 10.00% 10.00% 20.00% $640 $3,840



Contingency

10.08.18.524.70 CABLE RAILING 2,283.00 LF $25.00 $57,075 10.00% 10.00% 20.00% $11,415 $68,490

10.08.18.526.70 CABLE RAILING 749.00 LF $25.00 $18,725 10.00% 10.00% 20.00% $3,745 $22,470

10.08.18.547.70 CABLE RAILING 53.00 LF $25.00 $1,325 10.00% 10.00% 20.00% $265 $1,590

10.08.18.550.70 CABLE RAILING 323.00 LF $25.00 $8,075 10.00% 10.00% 20.00% $1,615 $9,690

10.08.18.560.70 CABLE RAILING 781.00 LF $25.00 $19,525 10.00% 10.00% 20.00% $3,905 $23,430

10.08.18.580.70 CABLE RAILING 852.00 LF $25.00 $21,300 10.00% 10.00% 20.00% $4,260 $25,560

10.08.18.592.70 CABLE RAILING 243.00 LF $25.00 $6,075 10.00% 10.00% 20.00% $1,215 $7,290

10.08.18.598L.70 CABLE RAILING 128.00 LF $25.00 $3,200 10.00% 10.00% 20.00% $640 $3,840

10.08.18.598R.70 CABLE RAILING 128.00 LF $25.00 $3,200 10.00% 10.00% 20.00% $640 $3,840

Sum

Average

24,056.00 $601,400

10.30% 10.00% 20.30%


Group 10.08.19


ARCHITECTURAL TREATMENT Contingency

10.08.19.211.50 ARCHITECTURAL TREATMENT 1,077.00 SF $14.00 $15,078 10.00% 10.00% 20.00% $3,016 $18,094





10.08.19.381.50 ARCHITECTURAL TREATMENT 783.00 SF $14.00 $10,962 10.00% 10.00% 20.00% $2,192 $13,154




10.08.19.446.50 ARCHITECTURAL TREATMENT (MSE WALL) 16,439.00 SF $4.00 $65,756 10.00% 10.00% 20.00% $13,151 $78,907






10.08.19.485.50 ARCHITECTURAL TREATMENT 956.00 SF $14.00 $13,384 10.00% 10.00% 20.00% $2,677 $16,061

10.08.19.498L.50 ARCHITECTURAL TREATMENT 1,538.00 SF $14.00 $21,532 10.00% 10.00% 20.00% $4,306 $25,838



Contingency

10.08.19.498R.50 ARCHITECTURAL TREATMENT 3,719.00 SF $14.00 $52,066 10.00% 10.00% 20.00% $10,413 $62,479



10.08.19.510.50 ARCHITECTURAL TREATMENT 353.00 SF $14.00 $4,942 10.00% 10.00% 20.00% $988 $5,930




10.08.19.526.50 ARCHITECTURAL TREATMENT 7,965.00 LB $14.00 $111,510 10.00% 10.00% 20.00% $22,302 $133,812






10.08.19.598L.50 ARCHITECTURAL TREATMENT 1,114.00 SF $14.00 $15,596 10.00% 10.00% 20.00% $3,119 $18,715

10.08.19.598R.50 ARCHITECTURAL TREATMENT 2,341.00 SF $14.00 $32,774 10.00% 10.00% 20.00% $6,555 $39,329


Sum

Average

241,752.00 $2,290,058

10.00% 10.00% 20.00%


Group 10.08.21


GUIDEWAY EXCAVATION Contingency





Sum

Average

64,330.45 $1,157,948

10.00% 5.00% 15.00%


Group 10.08.26


CHAIN LINK FENCE Contingency

10.08.26 CHAIN LINK FENCE (CL-7) 820.00 LF $24.00 $19,680 10.00% 10.00% 20.00% $3,936 $23,616

10.08.26.465.87 CHAIN LINK FENCE (CL-6) 101.00 LF $19.00 $1,919 10.00% 10.00% 20.00% $384 $2,303

10.08.26.547.87 CHAIN LINK FENCE (CL-6) 53.00 LF $19.00 $1,007 10.00% 10.00% 20.00% $201 $1,208



Contingency

10.08.26.550.87 CHAIN LINK FENCE (CL-6) 323.00 LF $19.00 $6,137 10.00% 10.00% 20.00% $1,227 $7,364

10.08.26.567.87 CHAIN LINK FENCE (CL-6) 1,314.00 LF $19.00 $24,966 10.00% 10.00% 20.00% $4,993 $29,959

Sum

Average

2,611.00 $53,709

10.00% 10.00% 20.00%


Group 10.08.29


SOUND/SCREEN WALL Contingency

10.08.29.648.71 BLOCK WALL (8' HIGH) (WALL 648R-F) 4,935.00 SF $25.00 $123,375 10.00% 10.00% 20.00% $24,675 $148,050

Sum

Average

4,935.00 $123,375

10.00% 10.00% 20.00%


Group 10.08.30


CONCRETE BARRIER Contingency

10.08.30.465.73 CONCRETE BARRIER 328.00 LF $53.00 $17,384 10.00% 10.00% 20.00% $3,477 $20,861

Sum

Average

328.00 $17,384

10.00% 10.00% 20.00%


Group 10.08.31


TIEBACK WALLS Contingency

10.08.31.509.12 STRUCTURAL BACKFILL (TIEBACK WALL) 44.00 CY $73.00 $3,212 10.00% 10.00% 20.00% $642 $3,854

10.08.31.509.22 STRUCTURE EXCAVATION (TIEBACK WALL) 499.00 CY $60.00 $29,940 10.00% 10.00% 20.00% $5,988 $35,928

10.08.31.509.42 STRUCTURAL CONCRETE (TIEBACK WALL) 147.00 CY $620.00 $91,140 10.00% 10.00% 20.00% $18,228 $109,368

10.08.31.509.52 ARCHITECTURAL TREATMENT (TIEBACK WALL) 4,759.00 SF $14.00 $66,626 10.00% 10.00% 20.00% $13,325 $79,951

10.08.31.509.62 BAR REINFORCING STEEL (TIEBACK WALL) 57,301.00 LB $1.00 $57,301 10.00% 10.00% 20.00% $11,460 $68,761

10.08.31.509.70 CABLE RAILING 208.00 LF $25.00 $5,200 10.00% 10.00% 20.00% $1,040 $6,240

10.08.31.509.80 TIEBACK ANCHORS 119.00 EA $2,160.00 $257,040 10.00% 10.00% 20.00% $51,408 $308,448

10.08.31.509.81 SHOTCRETE 169.00 CY $623.00 $105,287 10.00% 10.00% 20.00% $21,057 $126,344

10.08.31.514.12 STRUCTURAL BACKFILL (TIEBACK WALL) 64.00 CY $73.00 $4,672 10.00% 10.00% 20.00% $934 $5,606

10.08.31.514.22 STRUCTURE EXCAVATION (TIEBACK WALL) 493.00 CY $60.00 $29,580 10.00% 10.00% 20.00% $5,916 $35,496




10.08.31.514.70 CABLE RAILING 304.00 LF $25.00 $7,600 10.00% 10.00% 20.00% $1,520 $9,120

10.08.31.514.80 TIEBACK ANCHORS 134.00 EA $2,160.00 $289,440 10.00% 10.00% 20.00% $57,888 $347,328

10.08.31.514.81 SHOTCRETE 160.00 CY $623.00 $99,680 10.00% 10.00% 20.00% $19,936 $119,616



Contingency

10.08.31.567.12 STRUCTURAL BACKFILL (TIEBACK WALL) 182.00 CY $73.00 $13,286 10.00% 10.00% 20.00% $2,657 $15,943

10.08.31.567.22 STRUCTURE EXCAVATION (TIEBACK WALL) 1,273.00 CY $60.00 $76,380 10.00% 10.00% 20.00% $15,276 $91,656

10.08.31.567.40 STRUCTURAL CONCRETE BACKFILL (TIEBACK WALL) 510.00 CY $470.00 $239,700 10.00% 10.00% 20.00% $47,940 $287,640


10.08.31.567.43 LEAN CONCRETE BACKFILL 1,273.00 CY $172.00 $218,956 10.00% 10.00% 20.00% $43,791 $262,747



10.08.31.567.70 CABLE RAILING 1,314.00 LF $25.00 $32,850 10.00% 10.00% 20.00% $6,570 $39,420

10.08.31.567.80 TIEBACK ANCHORS 450.00 EA $2,160.00 $972,000 10.00% 10.00% 20.00% $194,400 $1,166,400

10.08.31.567.82 STEEL SOLDIER PILE (HP 14X73) 8,651.00 LF $80.00 $692,080 10.00% 10.00% 20.00% $138,416 $830,496

10.08.31.567.83 48" DRILLED HOLE 3,830.00 LF $100.00 $383,000 10.00% 10.00% 20.00% $76,600 $459,600

10.08.31.567.84 TIMBER LAGGING 121.00MFBM $1,194.00 $144,474 10.00% 10.00% 20.00% $28,895 $173,369

10.08.31.567.85 CLEAN AND PAINT SOLDIER PILE 1.00 LS $6,083.00 $6,083 10.00% 10.00% 20.00% $1,217 $7,300

Sum

Average

346,418.00 $5,205,814

10.00% 10.00% 20.00%


Group 10.08.32


RETAINING WALL 648R-F REINFORCED DESIGN (DIFF.) Contingency

10.08.32.648.460210 GROUND ANCHOR 99.00 EA $11,490.00 $1,137,510 10.00% 10.00% 20.00% $227,502 $1,365,012

10.08.32.648.490605 36" CIDH CONCRETE PILING 2,156.00 LF $507.00 $1,093,092 10.00% 10.00% 20.00% $218,618 $1,311,710

10.08.32.648.510060 STRUCTURAL CONCRETE (RETAINING WALL) -403.00 CY $470.00 ($189,410) 10.00% 10.00% 20.00% ($37,882) ($227,292)

10.08.32.648.520103 BAR REINFORCING STEEL -43,661.00 LB $1.00 ($43,661) 10.00% 10.00% 20.00% ($8,732) ($52,393)

10.08.32.648.520122 STRAY CURRENT PROTECTION -802.00 SF $2.00 ($1,604) 10.00% 10.00% 20.00% ($321) ($1,925)

Sum

Average

-42,611.00 $1,995,927

10.00% 10.00% 20.00%


Group 10.08.33


GUIDEWAY DRAINAGE SYSTEMS Contingency








Contingency











10.08.33.103 30" RCP STORM DRAIN (JACKED) 25.00 LF $1,050.00 $26,250 15.00% 20.00% 35.00% $9,188 $35,438













10.08.33.115 12" PVC STORM DRAIN 40.00 LF $100.00 $4,000 15.00% 15.00% 30.00% $1,200 $5,200

10.08.33.115 12" PVC STORM DRAIN 45.00 LF $100.00 $4,500 15.00% 15.00% 30.00% $1,350 $5,850




10.08.33.204 4' MOD TYPE B CURB INLET 1.00 EA $5,200.00 $5,200 10.00% 15.00% 25.00% $1,300 $6,500



Contingency














10.08.33.210 EXTEND HEADWALL 1.00 EA $2,800.00 $2,800 15.00% 15.00% 30.00% $840 $3,640

10.08.33.210 MOD HEADWALL WITH WINGWALLS 1.00 EA $4,500.00 $4,500 10.00% 15.00% 25.00% $1,125 $5,625


10.08.33.210 MOD HEADWALL WITH WINGWALLS 1.00 EA $4,500.00 $4,500 10.00% 15.00% 25.00% $1,125 $5,625


10.08.33.211 MOD TYPE A STRAIGHT HEADWALL 1.00 EA $5,500.00 $5,500 10.00% 15.00% 25.00% $1,375 $6,875


10.08.33.215 WALL DRAIN 1.00 EA $2,000.00 $2,000 15.00% 15.00% 30.00% $600 $2,600

10.08.33.215 WALL DRAIN 1.00 EA $2,000.00 $2,000 15.00% 15.00% 30.00% $600 $2,600

10.08.33.501 CONCRETE LUG, SDRSD SDD-113 1.00 EA $1,100.00 $1,100 15.00% 15.00% 30.00% $330 $1,430

10.08.33.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.08.33.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.08.33.502 PIPE COLLAR 2.00 EA $1,800.00 $3,600 15.00% 15.00% 30.00% $1,080 $4,680

10.08.33.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.08.33.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.08.33.502 PIPE COLLAR 3.00 EA $1,800.00 $5,400 15.00% 15.00% 30.00% $1,620 $7,020



Contingency

10.08.33.502 PIPE COLLAR 1.00 EA $1,800.00 $1,800 15.00% 15.00% 30.00% $540 $2,340

10.08.33.502 PIPE COLLAR 2.00 EA $1,800.00 $3,600 15.00% 15.00% 30.00% $1,080 $4,680

10.08.33.503 PIPE TO CHANNEL TRANSITION 1.00 EA $6,230.00 $6,230 15.00% 15.00% 30.00% $1,869 $8,099

10.08.33.505 MOD TYPE 2 RIP RAP ENERGY DISSIPATION 1.00 EA $1,840.00 $1,840 10.00% 15.00% 25.00% $460 $2,300

10.08.33.514 INLET APRON 1.00 EA $4,500.00 $4,500 15.00% 15.00% 30.00% $1,350 $5,850

10.08.33.700 ABN EXIST 36" RCP STORM DRAIN 1.00 EA $675.00 $675 15.00% 15.00% 30.00% $203 $878

10.08.33.700 ABN EXIST 24" CMP STORM DRAIN 1.00 EA $675.00 $675 15.00% 15.00% 30.00% $203 $878

10.08.33.700 ABN EXIST 36" CMP STORM DRAIN 1.00 EA $675.00 $675 15.00% 15.00% 30.00% $203 $878



10.08.33.700 ABN EXIST 24" ACP STORM DRAIN 1.00 EA $675.00 $675 15.00% 15.00% 30.00% $203 $878












10.08.33.702 REMOVE HEADWALL 1.00 EA $860.00 $860 15.00% 15.00% 30.00% $258 $1,118






10.08.33.703 ABANDON EXIST 12" PVC STORM DRAIN 1.00 EA $675.00 $675 15.00% 15.00% 30.00% $203 $878



Contingency

10.08.33.703 REMOVE EXIST 36" RCP STORM DRAIN 15.00 LF $80.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

10.08.33.703 6' MOD TYPE B CURB INLET 1.00 EA $5,200.00 $5,200 15.00% 15.00% 30.00% $1,560 $6,760

Sum

Average

38,313.00 $1,615,500

13.62% 15.05% 28.67%


Group 10.08.34


GUIDEWAY EMBANKMENT Contingency




10.08.34.193001 GUIDEWAY EMBANKMENT (LOSSAN) 12,495.58 CY $0.00 $0 15.00% 10.00% 25.00% $0 $0

Sum

Average

97,513.58 $0

15.00% 10.00% 25.00%

$0 $0Summary for Group: 10.08.34

Group 10.08.35


ANTI-GRAFFITI COATING Contingency

10.08.35.211.598001 ANTI-GRAFFITI COATING 3,118.00 SF $1.20 $3,742 10.00% 10.00% 20.00% $748 $4,490

10.08.35.215.598001 ANTI-GRAFFITI COATING 16,047.00 SF $1.20 $19,256 10.00% 10.00% 20.00% $3,851 $23,108















10.08.35.498L.598001 ANTI-GRAFFITI COATING 9,392.00 SF $1.20 $11,270 10.00% 10.00% 20.00% $2,254 $13,524



Contingency

10.08.35.498R.598001 ANTI-GRAFFITI COATING 18,636.00 SF $1.20 $22,363 10.00% 10.00% 20.00% $4,473 $26,836




10.08.35.510.598001 ANTI-GRAFFITI COATING 353.00 SF $1.20 $424 10.00% 10.00% 20.00% $85 $508












10.08.35.598L.598001 ANTI-GRAFFITI COATING 1,114.00 SF $1.20 $1,337 10.00% 10.00% 20.00% $267 $1,604

10.08.35.598R.598001 ANTI-GRAFFITI COATING 2,341.00 SF $1.20 $2,809 10.00% 10.00% 20.00% $562 $3,371



Sum

Average

386,699.00 $464,039

10.00% 10.00% 20.00%


Group 10.08.36


STRAY CURRENT PROTECTION Contingency

10.08.36.211.520122 STRAY CURRENT PROTECTION 3,118.00 SF $2.00 $6,236 10.00% 10.00% 20.00% $1,247 $7,483





10.08.36.381.520122 STRAY CURRENT PROTECTION 1,813.00 SF $2.00 $3,626 10.00% 10.00% 20.00% $725 $4,351



Contingency






10.08.36.498L.520122 STRAY CURRENT PROTECTION 9,392.00 SF $2.00 $18,784 10.00% 10.00% 20.00% $3,757 $22,541

10.08.36.498R.520122 STRAY CURRENT PROTECTION 18,636.00 SF $2.00 $37,272 10.00% 10.00% 20.00% $7,454 $44,726

10.08.36.498R.520122 STRAY CURRENT PROTECTION (SOLDIER PILE WALL) 26,858.00 SF $2.00 $53,716 10.00% 10.00% 20.00% $10,743 $64,459


10.08.36.509.520122 STRAY CURRENT PROTECTION (TIEBACK) 4,759.00 SF $2.00 $9,518 10.00% 10.00% 20.00% $1,904 $11,422

10.08.36.510.520122 STRAY CURRENT PROTECTION 353.00 SF $2.00 $706 10.00% 10.00% 20.00% $141 $847

10.08.36.512.520122 STRAY CURRENT PROTECTION 290.00 SF $2.00 $580 10.00% 10.00% 20.00% $116 $696

10.08.36.514.520122 STRAY CURRENT PROTECTION (TIEBACK) 4,697.00 SF $2.00 $9,394 10.00% 10.00% 20.00% $1,879 $11,273



10.08.36.547.520122 STRAY CURRENT PROTECTION 425.00 SF $2.00 $850 10.00% 10.00% 20.00% $170 $1,020




10.08.36.598L.520122 STRAY CURRENT PROTECTION 1,114.00 SF $2.00 $2,228 10.00% 10.00% 20.00% $446 $2,674

10.08.36.598R.520122 STRAY CURRENT PROTECTION 2,341.00 SF $2.00 $4,682 10.00% 10.00% 20.00% $936 $5,618


Sum

Average

280,409.00 $560,818

10.00% 10.00% 20.00%


Sum

Average

5,964,674.03 $55,207,502

10.82% 11.06% 21.88%


Sub Section 10.09 Track: Direct fixation

Group 10.09.01


DF TRACK CONSTRUCTION Contingency

10.09.01 DF FASTENERS (FURNISH AND INSTALL) 4,263.00 EA $50.00 $213,150 5.00% 15.00% 20.00% $42,630 $255,780



Contingency

10.09.01 DF FASTENERS (FURNISH AND INSTALL) 19,536.00 EA $50.00 $976,800 5.00% 15.00% 20.00% $195,360 $1,172,160



10.09.01.01 115RE DF HIGH STRENGTH RAIL (INSTALL) 21,386.12 TF $150.00 $3,207,918 5.00% 15.00% 20.00% $641,584 $3,849,502

10.09.01.01 115RE DF HIGH STRENGTH RAIL (INSTALL) 15,408.00 TF $150.00 $2,311,200 5.00% 15.00% 20.00% $462,240 $2,773,440

10.09.01.01 115RE DF HIGH STRENGTH RAIL (INSTALL) 5,250.58 TF $150.00 $787,587 5.00% 15.00% 20.00% $157,517 $945,104

10.09.01.01 115RE DF HIGH STRENGTH RAIL (INSTALL) 2,568.00 TF $150.00 $385,200 5.00% 15.00% 20.00% $77,040 $462,240

10.09.01.02 115RE DF HIGH STRENGTH RAIL (FURNISH) 98.40TON $1,550.00 $152,520 5.00% 15.00% 20.00% $30,504 $183,024

10.09.01.02 115RE DF HIGH STRENGTH RAIL (FURNISH) 590.60TON $1,550.00 $915,430 5.00% 15.00% 20.00% $183,086 $1,098,516

10.09.01.02 115RE DF HIGH STRENGTH RAIL (FURNISH) 201.30TON $1,550.00 $312,015 5.00% 15.00% 20.00% $62,403 $374,418

10.09.01.02 115RE DF HIGH STRENGTH RAIL (FURNISH) 819.80TON $1,550.00 $1,270,690 5.00% 15.00% 20.00% $254,138 $1,524,828

10.09.01.03 115RE DF STANDARD STRENGTH RAIL (INSTALL) 1,268.00 TF $135.00 $171,180 5.00% 15.00% 20.00% $34,236 $205,416

10.09.01.04 115RE DF STANDARD STRENGTH RAIL (FURNISH) 48.60TON $1,350.00 $65,610 5.00% 15.00% 20.00% $13,122 $78,732

Sum

Average

84,111.40 $11,402,950

5.00% 15.00% 20.00%


Group 10.09.02


CONCRETE PLINTH Contingency

10.09.02 CONCRETE PLINTH 28,801.00 CF $44.10 $1,270,124 5.00% 15.00% 20.00% $254,025 $1,524,149

10.09.02 CONCRETE PLINTH 11,562.00 CF $44.10 $509,884 5.00% 15.00% 20.00% $101,977 $611,861

10.09.02 CONCRETE PLINTH 5,573.00 CF $44.10 $245,769 5.00% 15.00% 20.00% $49,154 $294,923

10.09.02 CONCRETE PLINTH 52,992.00 CF $44.10 $2,336,947 5.00% 15.00% 20.00% $467,389 $2,804,337

Sum

Average

98,928.00 $4,362,725

5.00% 15.00% 20.00%


Group 10.09.03


SLAB TRACK Contingency

10.09.03.01 SLAB TRACK (CONCRETE) 1,134.00 CY $850.00 $963,900 5.00% 15.00% 20.00% $192,780 $1,156,680

10.09.03.02 CLASS 2 AGGREGATE BASE 600.00 CY $45.00 $27,000 5.00% 15.00% 20.00% $5,400 $32,400

Sum

Average

1,734.00 $990,900

5.00% 15.00% 20.00%


Group 10.09.04


WALKWAY AT DF TRACK Contingency

10.09.04.01 WALKWAY AT DF TRACK 2,568.00 LF $240.00 $616,320 5.00% 15.00% 20.00% $123,264 $739,584



Contingency

10.09.04.02 WALKWAY AT DF TRACK 6,518.00 LF $240.00 $1,564,320 5.00% 15.00% 20.00% $312,864 $1,877,184

10.09.04.03 WALKWAY AT DF TRACK 15,408.00 LF $240.00 $3,697,920 5.00% 15.00% 20.00% $739,584 $4,437,504

10.09.04.04 WALKWAY AT DF TRACK 21,386.00 LF $240.00 $5,132,640 5.00% 15.00% 20.00% $1,026,528 $6,159,168

Sum

Average

45,880.00 $11,011,200

5.00% 15.00% 20.00%


Sum

Average

230,653.40 $27,767,775

5.00% 15.00% 20.00%


Sub Section 10.11 Track:Ballasted

Group 10.11.01


BALLASTED TRACK CONSTRUCTION (DOUBLE TRACK) Contingency

10.11.01.01 115RE BALLASTED HIGH STRENGTH RAIL (INSTALL) 6,567.56 TF $85.00 $558,243 5.00% 10.00% 15.00% $83,736 $641,979

10.11.01.01 136RE BALLASTED STANDARD STRENGTH RAIL (FURNISH) LOSSAN 559.00TON $1,950.00 $1,090,050 5.00% 10.00% 15.00% $163,508 $1,253,558



10.11.01.01A 136RE BALLASTED STANDARD STRENGTH RAIL (INSTALL) LOSSAN 12,335.50 TF $100.00 $1,233,550 5.00% 10.00% 15.00% $185,033 $1,418,583

10.11.01.02 115RE BALLASTED HIGH STRENGTH RAIL (FURNISH) 251.80TON $1,550.00 $390,290 5.00% 10.00% 15.00% $58,544 $448,834



10.11.01.03 115RE BALLASTED STANDARD STRENGTH RAIL (INSTALL) 25,356.00 TF $85.00 $2,155,260 5.00% 20.00% 25.00% $538,815 $2,694,075

10.11.01.03 115RE BALLASTED STANDARD STRENGTH RAIL (INSTALL) 28,085.10 TF $85.00 $2,387,234 5.00% 20.00% 25.00% $596,808 $2,984,042

10.11.01.03A 136RE BALLASTED STANDARD STRENGTH RAIL (INSTALL) SHOOFLY 7,640.00 TF $100.00 $764,000 5.00% 10.00% 15.00% $114,600 $878,600

10.11.01.04 115RE BALLASTED STANDARD STRENGTH RAIL (FURNISH) 1,076.60TON $1,350.00 $1,453,410 5.00% 10.00% 15.00% $218,012 $1,671,422

10.11.01.04 115RE BALLASTED STANDARD STRENGTH RAIL (FURNISH) 972.00TON $1,350.00 $1,312,200 5.00% 10.00% 15.00% $196,830 $1,509,030

10.11.01.04A 136RE BALLASTED STANDARD STRENGTH RAIL (FURNISH) SHOOFLY 346.30TON $1,950.00 $675,285 5.00% 10.00% 15.00% $101,293 $776,578

10.11.01.10 CONCRETE TIES 2,628.00 EA $100.00 $262,800 15.00% 10.00% 25.00% $65,700 $328,500

10.11.01.10 CONCRETE TIES 13,490.00 EA $100.00 $1,349,000 15.00% 10.00% 25.00% $337,250 $1,686,250

10.11.01.10 CONCRETE TIES 11,712.00 EA $100.00 $1,171,200 5.00% 10.00% 15.00% $175,680 $1,346,880

10.11.01.10A CONCRETE TIES (SHOOFLY) 3,820.00 EA $130.00 $496,600 15.00% 10.00% 25.00% $124,150 $620,750

10.11.01.12 CONCRETE TIES (LOSSAN) 6,168.00 EA $130.00 $801,840 15.00% 10.00% 25.00% $200,460 $1,002,300

Sum

Average

129,026.17 $17,216,157

7.11% 12.11% 19.21%




Contingency

Group 10.11.02


BALLAST Contingency

10.11.02 BALLAST 71,559.00 CY $53.00 $3,792,627 15.00% 10.00% 25.00% $948,157 $4,740,784

10.11.02 BALLAST (LOSSAN) 11,181.00 CY $53.00 $592,593 15.00% 10.00% 25.00% $148,148 $740,741

10.11.02A BALLAST (SHOOFLY) 7,672.00 CY $35.00 $268,520 15.00% 10.00% 25.00% $67,130 $335,650

Sum

Average

90,412.00 $4,653,740

15.00% 10.00% 25.00%


Group 10.11.08


BALLAST CURB Contingency

10.11.08 BALLAST CURB 101.93 LF $42.00 $4,281 15.00% 10.00% 25.00% $1,070 $5,351

10.11.08 BALLAST CURB 6,175.64 LF $42.00 $259,377 15.00% 10.00% 25.00% $64,844 $324,221

10.11.08 BALLAST CURB 1,218.39 LF $42.00 $51,172 15.00% 10.00% 25.00% $12,793 $63,965

10.11.08.01 GUIDEWAY EXCAVATION 116.01 CY $18.00 $2,088 15.00% 10.00% 25.00% $522 $2,610


10.11.08.01 GUIDEWAY EXCAVATION 9.97 CY $18.00 $179 15.00% 10.00% 25.00% $45 $224

10.11.08.02 BACKFILL (BALLAST CURB) 982.80 CY $0.00 $0 15.00% 10.00% 25.00% $0 $0



Sum

Average

9,858.12 $336,346

15.00% 10.00% 25.00%


Sum

Average

229,296.29 $22,206,244

10.16% 11.29% 21.45%


Sub Section 10.12 TRACK: SPECIAL (SWITCHES, TURNOUT)

Group 10.12.01


NO. 10 SINGLE CROSSOVER (BALLASTED) Contingency

10.12.01 NO. 10 SINGLE CROSSOVER WITH RBM (BALLASTED) 1.00 EA $243,661.00 $243,661 0.00% 12.50% 12.50% $30,458 $274,119

Sum

Average

1.00 $243,661

0.00% 12.50% 12.50%


Group 10.12.03


NO. 10 DOUBLE CROSSOVER (DF) Contingency

10.12.03 NO. 10 DOUBLE CROSSOVER W/RBM FROGS (DF) 4.00 EA $711,589.00 $2,846,356 0.00% 12.50% 12.50% $355,795 $3,202,151

Sum

Average

4.00 $2,846,356

0.00% 12.50% 12.50%




Contingency

Group 10.12.03A


NO. 10 SINGLE CROSSOVER WITH SPRING FROGS (BALLASTED) Contingency

10.12.03A NO. 10 SINGLE CROSSOVER WITH SPRING FROGS (BALLASTED) 1.00 EA $314,401.00 $314,401 0.00% 12.50% 12.50% $39,300 $353,701

10.12.03A NO. 10 SINGLE CROSSOVER WITH SPRING FROGS (BALLASTED) - SP 1.00 EA $314,401.00 $314,401 0.00% 12.50% 12.50% $39,300 $353,701

Sum

Average

2.00 $628,802

0.00% 12.50% 12.50%

$78,600 $707,402Summary for Group: 10.12.03A

Group 10.12.04


BUMPING POST Contingency

10.12.04.02 HYDRAULIC BUMPING POST 3.00 EA $20,855.00 $62,565 12.50% 12.50% 25.00% $15,641 $78,206

Sum

Average

3.00 $62,565

12.50% 12.50% 25.00%


Group 10.12.05


NO. 10 TURNOUT (BALLASTED) Contingency

10.12.05 NO. 10 TURNOUT WITH RBM (BALLASTED) - SPARE PARTS 1.00 EA $158,394.00 $158,394 0.00% 12.50% 12.50% $19,799 $178,193

10.12.05 NO. 10 TURNOUT WITH RBM (BALLASTED) 1.00 EA $158,394.00 $158,394 0.00% 12.50% 12.50% $19,799 $178,193

Sum

Average

2.00 $316,788

0.00% 12.50% 12.50%


Group 10.12.06


CROSSING DIAMOND 11DEG-26'-58" Contingency

10.12.06 CROSSING DIAMOND 11DEG-26'-58" - SPARE PARTS 1.00 EA $671,866.00 $671,866 0.00% 12.50% 12.50% $83,983 $755,849

10.12.06 NO. 20 CROSSING DIAMOND (DF/SLAB TRACK) - SPARE PARTS 1.00 EA $1,119,716.00 $1,119,716 0.00% 12.50% 12.50% $139,965 $1,259,681

10.12.06 NO. 20 CROSSING DIAMOND (DF/SLAB TRACK) 1.00 EA $1,119,716.00 $1,119,716 0.00% 12.50% 12.50% $139,965 $1,259,681

Sum

Average

3.00 $2,911,298

0.00% 12.50% 12.50%


Group 10.12.07


NO. 20 TURNOUT (DF/SLAB TRACK) Contingency

10.12.07 NO. 20 TURNOUT WITH RBM FROGS (DF/SLAB TRACK) 2.00 EA $147,051.00 $294,102 0.00% 12.50% 12.50% $36,763 $330,865

10.12.07 NO. 20 TURNOUT (DF/SLAB TRACK) - SPARE PARTS 1.00 EA $147,051.00 $147,051 0.00% 12.50% 12.50% $18,381 $165,432

Sum

Average

3.00 $441,153

0.00% 12.50% 12.50%


Group 10.12.10


NO. 10 DOUBLE CROSSOVER (BALLASTED) Contingency

10.12.10 NO. 10 DOUBLE CROSSOVER (BALLASTED) 3.00 EA $671,866.00 $2,015,598 0.00% 12.50% 12.50% $251,950 $2,267,548



Contingency

Sum

Average

3.00 $2,015,598

0.00% 12.50% 12.50%


Group 10.12.11


NO. 14 TURNOUT (BALLASTED) Contingency

10.12.11 NO. 14 TURNOUT (BALLASTED) 1.00 EA $133,046.00 $133,046 0.00% 12.50% 12.50% $16,631 $149,677

Sum

Average

1.00 $133,046

0.00% 12.50% 12.50%


Sum

Average

22.00 $9,599,267

0.89% 12.50% 13.39%


Sub Section 10.13 VIBRATION MITIGATION

Group 10.13.01


VIBRATION MITIGATION (FLOATING SLAB TRACK) Contingency

10.13.01 FLOATING SLAB TRACK 720.00 TF $2,000.00 $1,440,000 0.00% 30.00% 30.00% $432,000 $1,872,000

Sum

Average

720.00 $1,440,000

0.00% 30.00% 30.00%


Sum

Average

720.00 $1,440,000

0.00% 30.00% 30.00%

$432,000 $1,872,000Summary for Sub Section: 10.13

Sum

Average

37,375,505.57 $270,884,223

11.39% 11.63% 23.02%

$61,189,270 $332,073,493Summary for Section 10

Section 20 STATIONS, STOPS, TERMINALS, INTERMODAL

Sub Section 20.01 AT-GRADE STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM

Group 20.01.01


PERMANENT BMP (AT-GRADE STATION) Contingency

20.01.01 PERMANENT BMP (AT-GRADE STATION) 1.00 LS $700,000.00 $700,000 0.00% 20.00% 20.00% $140,000 $840,000

Sum

Average

1.00 $700,000

0.00% 20.00% 20.00%


Group 20.01.02


TECOLOTE STATION Contingency

20.01.02.02370.27 STATION STRIPING (THERMO PLASTIC & MARKERS) 1.00 LS $5,002.00 $5,002 15.00% 10.00% 25.00% $1,251 $6,253

20.01.02.09000.01 ARCHITECTURAL CONCRETE FINISH (PLATFORM) 10,800.00 SF $20.00 $216,000 0.00% 10.00% 10.00% $21,600 $237,600

20.01.02.09000.02 TACTILE WARNING STRIP 1,600.00 SF $50.00 $80,000 0.00% 10.00% 10.00% $8,000 $88,000

20.01.02.09000.03 ARCHITECTURAL CONCRETE FINISH (ANCILLARY SPACE) 500.00 SF $20.00 $10,000 15.00% 10.00% 25.00% $2,500 $12,500

20.01.02.09000.05 BIKE LOCKER 5.00 EA $2,450.00 $12,250 15.00% 10.00% 25.00% $3,063 $15,313



Contingency

20.01.02.09000.07 INFORMATIONAL KIOSK 2.00 EA $7,973.00 $15,946 0.00% 10.00% 10.00% $1,595 $17,541

20.01.02.100 STATION ELECTRICAL (SITE TO WITHIN 5' OF ENTRY) 1.00 LS $100,000.00 $100,000 15.00% 10.00% 25.00% $25,000 $125,000

20.01.02.1000 BLOCK WALL (8' High w/footing) 3,840.00 SF $35.00 $134,400 0.00% 10.00% 10.00% $13,440 $147,840

20.01.02.10100.01M SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750

20.01.02.10500.05 LARGE SHELTER (INCL. FOUNDATION & SEATING) 6.00 EA $207,000.00 $1,242,000 0.00% 10.00% 10.00% $124,200 $1,366,200

20.01.02.12000.02M STATION FURNISHINGS 1.00 LS $75,000.00 $75,000 15.00% 10.00% 25.00% $18,750 $93,750

20.01.02.15300.01A STATION PLUMBING 10,800.00 SF $20.00 $216,000 15.00% 10.00% 25.00% $54,000 $270,000

20.01.02.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000

20.01.02.2000 METAL PANEL SCREEN WALL (8' X 6') 192.00 SF $32.00 $6,144 15.00% 10.00% 25.00% $1,536 $7,680


20.01.02.300 PLATFORM CONCRETE 400.00 CY $750.00 $300,000 15.00% 10.00% 25.00% $75,000 $375,000

20.01.02.400 GUIDEWAY EXCAVATION 800.00 CY $18.00 $14,400 15.00% 10.00% 25.00% $3,600 $18,000


20.01.02.600 STATION LIGHTING 32.00 EA $5,000.00 $160,000 0.00% 10.00% 10.00% $16,000 $176,000

20.01.02.601 THREE-BAY TELECOMMUNICATION CABINET 1.00 EA $140,000.00 $140,000 15.00% 15.00% 30.00% $42,000 $182,000

20.01.02.603 PUBLIC TELEPHONE (HOUSING AND INFRASTRUCTURE) 4.00 EA $1,109.00 $4,436 15.00% 10.00% 25.00% $1,109 $5,545

20.01.02.604 TRACKWAY PAVING AT PLATFORM 1,954.00 SF $36.00 $70,344 15.00% 10.00% 25.00% $17,586 $87,930

Sum

Average

31,825.00 $2,882,666

10.91% 10.23% 21.14%


Group 20.01.03


CLAIREMONT STATION Contingency





20.01.03.09000.05 BIKE LOCKER 5.00 EA $2,450.00 $12,250 15.00% 10.00% 25.00% $3,063 $15,313



20.01.03.1000 BLOCK WALL (8' High w/footing) 2,880.00 SF $35.00 $100,800 0.00% 10.00% 10.00% $10,080 $110,880

20.01.03.10100.01M SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750



Contingency




20.01.03.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000










Sum

Average

31,136.00 $2,858,822

10.91% 10.23% 21.14%


Group 20.01.04


BALBOA STATION Contingency





20.01.04.09000.05 BIKE LOCKER 5.00 EA $2,450.00 $12,250 15.00% 10.00% 25.00% $3,063 $15,313



20.01.04.1000 BLOCK WALL (8' High) 2,880.00 SF $25.00 $72,000 0.00% 10.00% 10.00% $7,200 $79,200

20.01.04.10100.01M SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750




20.01.04.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000



Contingency










Sum

Average

30,865.00 $2,820,266

10.91% 10.23% 21.14%


Group 20.01.05


VA MEDICAL CENTER STATION Contingency




20.01.05.09000.03 ARCHITECTURAL CONCRETE FINISH (ANCILLARY SPACE) 5,000.00 SF $20.00 $100,000 15.00% 10.00% 25.00% $25,000 $125,000

20.01.05.09000.05 BIKE LOCKER 10.00 EA $2,450.00 $24,500 15.00% 10.00% 25.00% $6,125 $30,625



20.01.05.10100.01M SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750




20.01.05.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000

20.01.05.2000 METAL PANEL SCREEN WALL (8' HIGH STAINLESS STEEL PICKET FEN 2,400.00 SF $45.00 $108,000 15.00% 10.00% 25.00% $27,000 $135,000







Contingency




Sum

Average

39,480.00 $3,159,804

11.25% 10.25% 21.50%


Group 20.01.10


ART FEATURES (AT GRADE) Contingency

20.01.10 ART FEATURES (1% AT GRADE) 1.00 LS $117,215.58 $117,216 15.00% 15.00% 30.00% $35,165 $152,380

Sum

Average

1.00 $117,216

15.00% 15.00% 30.00%


Sum

Average

133,308.00 $12,538,774

10.91% 10.40% 21.31%


Sub Section 20.02 AERIAL STATION, STOP, SHELTER, MALL, TERMINAL, PLATFORM

Group 20.02.01


PERMANENT BMP (AERIAL STATION) Contingency

20.02.01 PERMANENT BMP (AERIAL STATION) 1.00 LS $550,000.00 $550,000 0.00% 20.00% 20.00% $110,000 $660,000

Sum

Average

1.00 $550,000

0.00% 20.00% 20.00%


Group 20.02.02


UCSD EAST STATION Contingency

20.02.02.02 STAINLESS STEEL & GLASS SCREEN WALL (8' X 6') 3,072.00 SF $60.00 $184,320 15.00% 10.00% 25.00% $46,080 $230,400

20.02.02.03 GUARD RAILING - STAINLESS STEEL W/GLASS PANEL 52.00 LF $60.00 $3,120 15.00% 10.00% 25.00% $780 $3,900

20.02.02.04 ARCHITECTURAL CONCRETE FINISH (PLATFORM) 10,800.00 SF $20.00 $216,000 0.00% 10.00% 10.00% $21,600 $237,600

20.02.02.05 TACTILE WARNING STRIP 1,600.00 SF $50.00 $80,000 0.00% 10.00% 10.00% $8,000 $88,000

20.02.02.06 ARCHITECTURAL CONCRETE PAVERS (ANCILLARY SPACES) 22,871.00 SF $20.00 $457,420 15.00% 15.00% 30.00% $137,226 $594,646

20.02.02.06 ARCHITECTURAL CONCRETE FINISH (PED BRIDGES) 2,831.00 SF $15.00 $42,465 15.00% 10.00% 25.00% $10,616 $53,081

20.02.02.08 SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750

20.02.02.09 STATION STRIPING (THERMOPLASTIC & MARKERS) 1.00 LS $5,002.00 $5,002 15.00% 10.00% 25.00% $1,251 $6,253

20.02.02.10 LARGE CANOPY (15' X 54') - GLAZED 6.00 EA $352,000.00 $2,112,000 0.00% 10.00% 10.00% $211,200 $2,323,200

20.02.02.100 STRUCTURAL STEEL (F&I, ELEVATOR SHAFT) (UCSD EAST STATION) 385,813.00 LB $2.15 $829,498 15.00% 10.00% 25.00% $207,374 $1,036,872

20.02.02.11 STATION FURNISHINGS 1.00 LS $75,000.00 $75,000 15.00% 10.00% 25.00% $18,750 $93,750

20.02.02.12 BIKE LOCKER 5.00 EA $2,450.00 $12,250 15.00% 10.00% 25.00% $3,063 $15,313



Contingency

20.02.02.14 INFORMATIONAL KIOSK 3.00 EA $7,973.00 $23,919 0.00% 10.00% 10.00% $2,392 $26,311

20.02.02.19 STAIR RAILING (STAINLESS STEEL W/GLASS PANEL) 1,077.00 LF $360.00 $387,720 15.00% 10.00% 25.00% $96,930 $484,650

20.02.02.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000

20.02.02.25 LANDSCAPING 35,535.00 SF $4.70 $167,015 15.00% 10.00% 25.00% $41,754 $208,768

20.02.02.26 IRRIGATION 35,535.00 SF $1.40 $49,749 15.00% 10.00% 25.00% $12,437 $62,186

20.02.02.28 STATION PLUMBING 10,800.00 SF $20.00 $216,000 15.00% 10.00% 25.00% $54,000 $270,000

20.02.02.490605 36'' CIDH CONCRETE PILING 3,404.00 LF $507.00 $1,725,828 15.00% 15.00% 30.00% $517,748 $2,243,576

20.02.02.50 CIP CONCRETE ELEVATED WALKWAYS 16.37 CY $1,275.00 $20,872 15.00% 10.00% 25.00% $5,218 $26,090

20.02.02.52 STAIR (METAL PAN W/ CONCRETE FILL) 3,059.00 SF $25.00 $76,475 15.00% 10.00% 25.00% $19,119 $95,594

20.02.02.54 STRUCTURAL CONCRETE (STAIR/WALKWAY FOOTINGS) 640.00 CY $440.00 $281,600 15.00% 10.00% 25.00% $70,400 $352,000

20.02.02.55 BAR REINFORCING STEEL (STAIR/WALKWAY FOOTINGS) 134,400.00 LB $1.00 $134,400 15.00% 10.00% 25.00% $33,600 $168,000

20.02.02.59 CAULKING 1.00 LS $5,000.00 $5,000 15.00% 10.00% 25.00% $1,250 $6,250

20.02.02.60 FIRESTOPS 1.00 LS $2,500.00 $2,500 15.00% 10.00% 25.00% $625 $3,125


20.02.02.602 STATION ANCILLARY SPACES 800.00 SF $475.00 $380,000 15.00% 15.00% 30.00% $114,000 $494,000

20.02.02.603 PUBLIC TELEPHONE (HOUSING AND INFRASTRUCTURE) 2.00 EA $1,109.00 $2,218 15.00% 10.00% 25.00% $555 $2,773

20.02.02.604 TRACKWAY PAVING (AT PLATFORM) 8,820.00 SF $36.00 $317,520 15.00% 10.00% 25.00% $79,380 $396,900

20.02.02.61 AERIAL STATION STRUCTURAL 1.00 LS $450,000.00 $450,000 15.00% 10.00% 25.00% $112,500 $562,500

Sum

Average

661,188.37 $8,512,890

12.50% 10.50% 23.00%


Group 20.02.03


UCSD WEST STATION Contingency


20.02.03.03 GUARD RAILING - STAINLESS STEEL W/GLASS PANEL 209.00 LF $60.00 $12,540 15.00% 10.00% 25.00% $3,135 $15,675



20.02.03.06 ARCHITECTURAL CONCRETE FINISH (PED BRIDGES/ANCILLARY SPA 15,291.00 SF $15.00 $229,365 15.00% 10.00% 25.00% $57,341 $286,706

20.02.03.08 SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750





Contingency

20.02.03.100 STRUCTURAL STEEL (F&I, ELEVATOR SHAFT) (UCSD WEST STATION) 188,097.50 LB $2.15 $404,410 15.00% 10.00% 25.00% $101,102 $505,512


20.02.03.12 BIKE LOCKER 5.00 EA $2,450.00 $12,250 15.00% 10.00% 25.00% $3,063 $15,313

20.02.03.14 INFORMATIONAL KIOSK 1.00 EA $7,973.00 $7,973 0.00% 10.00% 10.00% $797 $8,770

20.02.03.20 STAIR RAILING (STAINLESS STEEL W/GLASS PANEL) 3,330.00 SF $360.00 $1,198,800 15.00% 10.00% 25.00% $299,700 $1,498,500

20.02.03.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000

20.02.03.26 LANDSCAPING 34,800.00 SF $4.70 $163,560 15.00% 10.00% 25.00% $40,890 $204,450

20.02.03.27 IRRIGATION 34,800.00 SF $1.40 $48,720 15.00% 10.00% 25.00% $12,180 $60,900




20.02.03.51 STRUCTURAL STEEL ELEVATED WALKWAY SUPPORT (F&I) 120,865.00 LB $2.95 $356,552 15.00% 10.00% 25.00% $89,138 $445,690




20.02.03.56 STRUCTURAL STEEL GATEWAY (F&I) 199,525.00 LB $2.75 $548,694 15.00% 10.00% 25.00% $137,173 $685,867

20.02.03.57 METAL ROOF (F&I, GATEWAY) 3,000.00 SF $10.00 $30,000 15.00% 10.00% 25.00% $7,500 $37,500

20.02.03.59 CAULKING 1.00 LS $5,000.00 $5,000 15.00% 10.00% 25.00% $1,250 $6,250

20.02.03.60 FIRESTOPS 1.00 LS $2,500.00 $2,500 15.00% 10.00% 25.00% $625 $3,125






Sum

Average

759,062.45 $9,779,324

12.66% 10.16% 22.81%


Group 20.02.04


NOBEL STATION Contingency





Contingency



20.02.04.06 SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750




20.02.04.100 STRUCTURAL STEEL (F&I, ELEVATOR SHAFT) (NOBEL STATION) 213,930.00 LB $2.15 $459,950 15.00% 10.00% 25.00% $114,987 $574,937

20.02.04.11 BIKE LOCKER 10.00 EA $2,450.00 $24,500 15.00% 10.00% 25.00% $6,125 $30,625


20.02.04.20 STAIR RAILING (STAINLESS STEEL W/GLASS PANELS) 2,484.00 SF $60.00 $149,040 15.00% 10.00% 25.00% $37,260 $186,300

20.02.04.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000







20.02.04.59 CAULKING 1.00 LS $5,000.00 $5,000 15.00% 10.00% 25.00% $1,250 $6,250

20.02.04.60 FIRESTOPS 1.00 LS $2,500.00 $2,500 15.00% 10.00% 25.00% $625 $3,125






Sum

Average

458,475.54 $8,029,307

12.12% 10.19% 22.31%


Group 20.02.05


EXECUTIVE STATION Contingency

20.02.05.01 STAINLESS STEEL PICKET FENCE SCREEN WALL (8' X 6') 3,328.00 SF $95.00 $316,160 15.00% 10.00% 25.00% $79,040 $395,200




Contingency

20.02.05.03 STAINLESS STEEL & GLASS SCREEN WALL (8' X 3') - PED BRIDGE 2,688.00 SF $112.00 $301,056 15.00% 10.00% 25.00% $75,264 $376,320




20.02.05.08 SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750



20.02.05.100 STRUCTURAL STEEL (F&I, ELEVATOR SHAFT) 468,116.40 LB $2.15 $1,006,450 15.00% 10.00% 25.00% $251,613 $1,258,063

20.02.05.11 SMALL CANOPY (7' X 20') - STAINLESS STEEL 1.00 EA $45,000.00 $45,000 0.00% 10.00% 10.00% $4,500 $49,500


20.02.05.13 BIKE LOCKER 6.00 EA $2,450.00 $14,700 15.00% 10.00% 25.00% $3,675 $18,375


20.02.05.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000

20.02.05.22 STAIR RAILING (STAINLESS STEEL W/GLASS PANELS) 1,028.00 LF $360.00 $370,080 15.00% 10.00% 25.00% $92,520 $462,600

20.02.05.29 LANDSCAPING 3,500.00 SF $4.70 $16,450 15.00% 10.00% 25.00% $4,113 $20,563

20.02.05.30 IRRIGATION 3,500.00 SF $1.40 $4,900 15.00% 10.00% 25.00% $1,225 $6,125





20.02.05.54 STRUCTURAL CONCRETE (STAIR/WALKWAY FOOTINGS) 1,034.52 CY $440.00 $455,189 15.00% 10.00% 25.00% $113,797 $568,986


20.02.05.59 CAULKING 1.00 LS $5,000.00 $5,000 15.00% 10.00% 25.00% $1,250 $6,250

20.02.05.60 FIRESTOPS 1.00 LS $2,500.00 $2,500 15.00% 10.00% 25.00% $625 $3,125








Contingency

Sum

Average

752,471.79 $9,855,478

12.10% 10.16% 22.26%


Group 20.02.06


UTC STATION Contingency

20.02.06.01 PICKET FENCE SCREEN WALL (8' X 6') 3,328.00 SF $32.00 $106,496 15.00% 10.00% 25.00% $26,624 $133,120

20.02.06.02 GLASS SCREEN WALL (8' X 6') 2,592.00 SF $112.00 $290,304 15.00% 10.00% 25.00% $72,576 $362,880

20.02.06.03 GLASS SCREEN WALL (8' X 3') - PED BRIDGE 3,552.00 SF $112.00 $397,824 15.00% 10.00% 25.00% $99,456 $497,280




20.02.06.08 SIGNAGE 1.00 LS $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750



20.02.06.100 STRUCTURAL STEEL (F&I, ELEVATOR SHAFT) 554,519.00 LB $2.15 $1,192,216 15.00% 10.00% 25.00% $298,054 $1,490,270

20.02.06.11 SMALL CANOPY (7' X 20') - STAINLESS STEEL 2.00 EA $45,000.00 $90,000 0.00% 10.00% 10.00% $9,000 $99,000



20.02.06.200 STATION WATER 1.00 LS $40,000.00 $40,000 15.00% 10.00% 25.00% $10,000 $50,000

20.02.06.22 STAIR RAILING (STAINLESS STEEL W/GLASS) 1,085.00 LF $360.00 $390,600 15.00% 10.00% 25.00% $97,650 $488,250

20.02.06.29 LANDSCAPING 3,500.00 SF $4.70 $16,450 15.00% 10.00% 25.00% $4,113 $20,563

20.02.06.30 IRRIGATION 3,500.00 SF $1.40 $4,900 15.00% 10.00% 25.00% $1,225 $6,125

20.02.06.31 OPERATOR SHELTER 100.00 SF $33.00 $3,300 15.00% 10.00% 25.00% $825 $4,125





20.02.06.54 STRUCTURAL CONCRETE (STAIR/WALKWAY FOOTINGS) 1,156.15 CY $440.00 $508,706 15.00% 10.00% 25.00% $127,177 $635,883


20.02.06.59 CAULKING 1.00 LS $5,000.00 $5,000 15.00% 10.00% 25.00% $1,250 $6,250

20.02.06.60 FIRESTOPS 1.00 LS $2,500.00 $2,500 15.00% 10.00% 25.00% $625 $3,125



Contingency






Sum

Average

866,205.59 $10,214,215

12.10% 10.32% 22.42%


Group 20.02.10


ART FEATURES (AERIAL) Contingency

20.02.10 ART FEATURES (1% AERIAL) 1.00 LS $463,912.14 $463,912 15.00% 15.00% 30.00% $139,174 $603,086

Sum

Average

1.00 $463,912

15.00% 15.00% 30.00%


Sum

Average

3,497,405.74 $47,405,126

12.24% 10.36% 22.60%


Sub Section 20.06 AUTOMOBILE PARKING MULTI-STORY STRUCTURE

Group 20.06.01


PARKING STRUCTURE (NOBEL STATION) Contingency

20.06.01.01 PARKING STRUCTURE, ABOVE GROUND (NOBEL STATION) 700.00STALL $21,000.00 $14,700,000 5.00% 10.00% 15.00% $2,205,000 $16,905,000

20.06.01.02 PARKING STRUCTURE, BELOW GROUND (NOBEL STATION) 100.00STALL $30,000.00 $3,000,000 5.00% 20.00% 25.00% $750,000 $3,750,000

Sum

Average

800.00 $17,700,000

5.00% 15.00% 20.00%


Sum

Average

800.00 $17,700,000

5.00% 15.00% 20.00%


Sub Section 20.07 ELEVATORS, ESCALATORS

Group 20.07.01


SINGLE ELEVATORS Contingency

20.07.01.05 SINGLE ELEVATOR (EXECUTIVE STATION) 2.00 EA $710,000.00 $1,420,000 0.00% 15.00% 15.00% $213,000 $1,633,000

20.07.01.06 SINGLE ELEVATOR (UTC STATION) 3.00 EA $710,000.00 $2,130,000 0.00% 15.00% 15.00% $319,500 $2,449,500

Sum

Average

5.00 $3,550,000

0.00% 15.00% 15.00%


Group 20.07.02


DOUBLE ELEVATORS Contingency

20.07.02.02 DOUBLE ELEVATOR (UCSD EAST STATION) 2.00 EA $810,000.00 $1,620,000 0.00% 10.00% 10.00% $162,000 $1,782,000



Contingency

20.07.02.03 DOUBLE ELEVATOR (UCSD WEST STATION) 1.00 EA $810,000.00 $810,000 0.00% 10.00% 10.00% $81,000 $891,000

20.07.02.04 SINGLE ELEVATOR (NOBEL STATION) 3.00 EA $710,000.00 $2,130,000 0.00% 10.00% 10.00% $213,000 $2,343,000

20.07.02.05 DOUBLE ELEVATOR (EXECUTIVE STATION) 1.00 EA $810,000.00 $810,000 0.00% 10.00% 10.00% $81,000 $891,000

20.07.02.06 DOUBLE ELEVATOR (UTC STATION) 1.00 EA $810,000.00 $810,000 0.00% 10.00% 10.00% $81,000 $891,000

Sum

Average

8.00 $6,180,000

0.00% 10.00% 10.00%


Sum

Average

13.00 $9,730,000

0.00% 11.43% 11.43%


Sum

Average

3,631,526.74 $87,373,900

11.37% 10.44% 21.81%


Section 40 SITEWORK AND SPECIAL CONDITIONS

Sub Section 40.01 DEMOLITION, CLEARING, EARTHWORK

Group 40.01.01A


DEMOLISH PEDESTRIAN BRIDGE (750+50) Contingency

40.01.01A DEMOLISH PEDESTRIAN BRIDGE (750+50) 7,332.00 SF $27.00 $197,964 10.00% 10.00% 20.00% $39,593 $237,557

Sum

Average

7,332.00 $197,964

10.00% 10.00% 20.00%


Group 40.01.01B


DEMOLISH PEDESTRIAN BRIDGE (760+50) Contingency

40.01.01B DEMOLISH PEDESTRIAN BRIDGE (760+50) 9,490.00 SF $27.00 $256,230 10.00% 10.00% 20.00% $51,246 $307,476

Sum

Average

9,490.00 $256,230

10.00% 10.00% 20.00%

$51,246 $307,476Summary for Group: 40.01.01B

Group 40.01.02A


REMOVE EXISTING CANOPY AND LOADING DOCK Contingency

40.01.02A REMOVE EXISTING CANOPY AND LOADING DOCK 2,304.00 SF $70.00 $161,280 10.00% 10.00% 20.00% $32,256 $193,536

Sum

Average

2,304.00 $161,280

10.00% 10.00% 20.00%


Group 40.01.02B


REMOVE & SALVAGE EXISTING TRACK (TYPE 136RE) Contingency

40.01.02B REMOVE & SALVAGE EXISTING TRACK (TYPE 136RE) 1,486.00 LF $27.00 $40,122 10.00% 15.00% 25.00% $10,031 $50,153

Sum

Average

1,486.00 $40,122

10.00% 15.00% 25.00%

$10,031 $50,153Summary for Group: 40.01.02B

Group 40.01.02C


REMOVE & SALVAGE EXISTING TURNOUT Contingency



Contingency

40.01.02C REMOVE & SALVAGE EXISTING TURNOUT (NO 15) 1.00 EA $12,948.00 $12,948 0.00% 15.00% 15.00% $1,942 $14,890

40.01.02C REMOVE & SALVAGE EXISTING TURNOUT (NO 20) 1.00 EA $23,304.00 $23,304 0.00% 15.00% 15.00% $3,496 $26,800

Sum

Average

2.00 $36,252

0.00% 15.00% 15.00%

$5,438 $41,690Summary for Group: 40.01.02C

Group 40.01.02D


REMOVE & SALVAGE EXISTING SPUR AND TURNOUT Contingency

40.01.02D REMOVE & SALVAGE EXISTING TURNOUT (NO 15) 1.00 EA $12,948.00 $12,948 0.00% 15.00% 15.00% $1,942 $14,890

Sum

Average

1.00 $12,948

0.00% 15.00% 15.00%

$1,942 $14,890Summary for Group: 40.01.02D

Group 40.01.02E


SALVAGE EXISTING TURNOUT Contingency

40.01.02E SALVAGE EXISTING TURNOUT 1.00 EA $11,771.00 $11,771 10.00% 15.00% 25.00% $2,943 $14,714

Sum

Average

1.00 $11,771

10.00% 15.00% 25.00%

$2,943 $14,714Summary for Group: 40.01.02E

Group 40.01.02F


REMOVE & SALVAGE OH SIGNAL SYSTEM Contingency

40.01.02F REMOVE & SALVAGE OH SIGNAL SYSTEM 1.00 EA $50,000.00 $50,000 0.00% 15.00% 15.00% $7,500 $57,500

Sum

Average

1.00 $50,000

0.00% 15.00% 15.00%

$7,500 $57,500Summary for Group: 40.01.02F

Group 40.01.03


PARTIAL BRIDGE REMOVAL Contingency

40.01.03.157560 BRIDGE REMOVAL (PARTIAL, SAN DIEGO RIVER) 1.00 LS $25,000.00 $25,000 10.00% 10.00% 20.00% $5,000 $30,000

Sum

Average

1.00 $25,000

10.00% 10.00% 20.00%


Group 40.01.04


CLEARING AND GRUBBING (GUIDEWAY) Contingency

40.01.04 CLEARING AND GRUBBING 10.21 AC $4,022.00 $41,065 10.00% 15.00% 25.00% $10,266 $51,331



40.01.04 CLEARING AND GRUBBING 0.69 AC $4,022.00 $2,771 10.00% 15.00% 25.00% $693 $3,464

Sum

Average

67.92 $273,170

10.00% 15.00% 25.00%


Group 40.01.05


PERMANENT BMP (DEMOLITION, CLEARING, EARTHWORK) Contingency



Contingency

40.01.05 PERMANENT BMP (DEMOLITION, CLEARING, EARTHWORK) 1.00 LS $50,000.00 $50,000 0.00% 20.00% 20.00% $10,000 $60,000

Sum

Average

1.00 $50,000

0.00% 20.00% 20.00%


Group 40.01.06


DEMOLISH TEMPORARY WALL Contingency

40.01.06 DEMOLITION OF TEMPORARY WALL (SHOOFLY) 906.00 LF $40.00 $36,240 10.00% 15.00% 25.00% $9,060 $45,300

Sum

Average

906.00 $36,240

10.00% 15.00% 25.00%


Group 40.01.07


REMOVE EXIST RAMP AND STAIRS Contingency

40.01.07 REMOVE EXIST RAMP AND STAIRS 715.00 SF $70.00 $50,050 10.00% 10.00% 20.00% $10,010 $60,060

Sum

Average

715.00 $50,050

10.00% 10.00% 20.00%


Group 40.01.08


REMOVE EXIST OPEN CHANNEL Contingency

40.01.08 REMOVE EXIST OPEN CHANNEL 36,555.00 SF $5.50 $201,053 5.00% 15.00% 20.00% $40,211 $241,263

Sum

Average

36,555.00 $201,053

5.00% 15.00% 20.00%


Sum

Average

58,862.92 $1,402,080

6.94% 13.89% 20.83%


Sub Section 40.02 SITE UTILITIES, UTILITY RELOCATION

Group 40.02.01


WET UTILITY RELOCATION Contingency

40.02.01.1101 CONNECT TO Exist 30" RCSC WATER 1.00 EA $9,344.00 $9,344 15.00% 10.00% 25.00% $2,336 $11,680

40.02.01.1102 CONNECT TO Exist 24" SCRW WATER 2.00 EA $8,721.00 $17,442 15.00% 10.00% 25.00% $4,361 $21,803

40.02.01.1102 CONNECT TO Exist 24" SCRW WATER 2.00 EA $8,721.00 $17,442 15.00% 10.00% 25.00% $4,361 $21,803

40.02.01.1103 CONNECT TO Exist 20" ACP WATER 1.00 EA $4,361.00 $4,361 15.00% 10.00% 25.00% $1,090 $5,451




40.02.01.1105 CONNECT TO Exist 12" ACP WATER 1.00 EA $3,474.00 $3,474 15.00% 10.00% 25.00% $869 $4,343





Contingency





40.02.01.1110 CONNECT TO Exist 16" PVC RECLAIMED WATER 2.00 EA $3,474.00 $6,948 15.00% 10.00% 25.00% $1,737 $8,685

40.02.01.1111 CONNECT TO Exist 12" PVC WATER 1.00 EA $3,474.00 $3,474 15.00% 10.00% 25.00% $869 $4,343

40.02.01.1112 CONNECT TO Exist 8" PVC WATER 1.00 EA $3,474.00 $3,474 15.00% 10.00% 25.00% $869 $4,343

40.02.01.1113 CONNECT TO Exist 16" CIP WATER 3.00 EA $3,474.00 $10,422 15.00% 10.00% 25.00% $2,606 $13,028








40.02.01.1117 CONNECT TO Exist 6" FH LEAD 1.00 EA $3,474.00 $3,474 15.00% 10.00% 25.00% $869 $4,343



40.02.01.1117 CONNECT TO Exist 6" FH LEAD 2.00 EA $3,474.00 $6,948 15.00% 10.00% 25.00% $1,737 $8,685




40.02.01.1118 CONNECT TO Exist 8" WATER SERVICE 1.00 EA $2,867.00 $2,867 15.00% 10.00% 25.00% $717 $3,584



40.02.01.1121 CONNECT TO Exist 2" WATER SERVICE 2.00 EA $2,867.00 $5,734 15.00% 10.00% 25.00% $1,434 $7,168

40.02.01.1122 CONNECT TO Exist 1 1/4" COPPER WATER SERVICE 1.00 EA $2,867.00 $2,867 15.00% 10.00% 25.00% $717 $3,584

40.02.01.1123 CONNECT TO Exist 1" COPPER WATER SERVICE 4.00 EA $2,867.00 $11,468 15.00% 10.00% 25.00% $2,867 $14,335

40.02.01.1123 CONNECT TO Exist 1" COPPER WATER SERVICE 1.00 EA $2,867.00 $2,867 15.00% 10.00% 25.00% $717 $3,584



Contingency

40.02.01.1124 CONNECT TO Exist xx" WATER LATERAL 1.00 EA $2,867.00 $2,867 15.00% 10.00% 25.00% $717 $3,584

40.02.01.1125 CONNECT TO Exist 36" WSP CASING WITH WELDED JOINT 1.00 EA $1,870.00 $1,870 15.00% 10.00% 25.00% $468 $2,338

40.02.01.1126 CONNECT TO Exist 24" WSP CASING WITH WELDED JOINT 1.00 EA $935.00 $935 15.00% 10.00% 25.00% $234 $1,169





40.02.01.1131 CONNECT 26" HDPE WATER TO 20" PVC WATER 2.00 EA $7,475.00 $14,950 15.00% 10.00% 25.00% $3,738 $18,688

40.02.01.1202 24" 22.5^ BEND 4.00 EA $3,738.00 $14,952 15.00% 10.00% 25.00% $3,738 $18,690

40.02.01.1202 24" 22.5^ BEND 4.00 EA $3,738.00 $14,952 15.00% 10.00% 25.00% $3,738 $18,690

40.02.01.1203 20" 45^ BEND 6.00 EA $3,738.00 $22,428 15.00% 10.00% 25.00% $5,607 $28,035

40.02.01.1204 20" 22.5^ BEND 1.00 EA $3,738.00 $3,738 15.00% 10.00% 25.00% $935 $4,673

40.02.01.1205 16" 45^ BEND 1.00 EA $3,738.00 $3,738 15.00% 10.00% 25.00% $935 $4,673

40.02.01.1205 16" 45^ BEND 4.00 EA $3,738.00 $14,952 15.00% 10.00% 25.00% $3,738 $18,690

40.02.01.1205 16" 45^ BEND 4.00 EA $3,738.00 $14,952 15.00% 10.00% 25.00% $3,738 $18,690

40.02.01.1205 16" 45^ BEND 4.00 EA $3,738.00 $14,952 15.00% 10.00% 25.00% $3,738 $18,690

40.02.01.1206 12" 90^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1207 12" 45^ BEND 4.00 EA $1,247.00 $4,988 15.00% 10.00% 25.00% $1,247 $6,235

40.02.01.1207 12" 45^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1207 12" 45^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1207 12" 45^ BEND 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.1208 12" 11.25^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1209 10" 45^ BEND 4.00 EA $1,247.00 $4,988 15.00% 10.00% 25.00% $1,247 $6,235

40.02.01.1209 10" 45^ BEND 4.00 EA $1,247.00 $4,988 15.00% 10.00% 25.00% $1,247 $6,235

40.02.01.1210 10" 11.25^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1211 8" 45^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1211 8" 45^ BEND 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.1212 8" 11.25^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1213 6" 45^ BEND 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559



Contingency

40.02.01.1214 20" X 30" TEE 1.00 EA $4,361.00 $4,361 15.00% 10.00% 25.00% $1,090 $5,451

40.02.01.1216 20" X 12" TEE 1.00 EA $3,738.00 $3,738 15.00% 10.00% 25.00% $935 $4,673

40.02.01.1217 20" X x" TEE 2.00 EA $3,738.00 $7,476 15.00% 10.00% 25.00% $1,869 $9,345

40.02.01.1218 16" X 12" TEE 1.00 EA $3,738.00 $3,738 15.00% 10.00% 25.00% $935 $4,673

40.02.01.1219 16" X 6" TEE 1.00 EA $3,738.00 $3,738 15.00% 10.00% 25.00% $935 $4,673

40.02.01.1220 12" X 12" TEE 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1221 12" X 6" TEE 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1222 10" X 8" TEE 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.1223 10" X 6" TEE 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1223 10" X 6" TEE 8.00 EA $1,247.00 $9,976 15.00% 10.00% 25.00% $2,494 $12,470

40.02.01.1224 10" X 4" TEE 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1301 36" WSP CASING 24.00 LF $779.00 $18,696 15.00% 10.00% 25.00% $4,674 $23,370

40.02.01.1302 28" WSP CASING - JACK CONSTRUCTION 120.00 LF $1,496.00 $179,520 15.00% 10.00% 25.00% $44,880 $224,400

40.02.01.1303 24" WSP CASING 44.00 LF $413.00 $18,172 15.00% 10.00% 25.00% $4,543 $22,715

40.02.01.1304 22" WSP CASING 30.00 LF $413.00 $12,390 15.00% 10.00% 25.00% $3,098 $15,488

40.02.01.1304 22" WSP CASING 48.00 LF $413.00 $19,824 15.00% 10.00% 25.00% $4,956 $24,780

40.02.01.1305 20" WSP CASING 49.00 LF $339.00 $16,611 15.00% 10.00% 25.00% $4,153 $20,764

40.02.01.1306 18" WSP CASING 37.00 LF $305.00 $11,285 15.00% 10.00% 25.00% $2,821 $14,106

40.02.01.1307 16" WSP CASING 38.00 LF $200.00 $7,600 15.00% 10.00% 25.00% $1,900 $9,500

40.02.01.1308 14" WSP CASING 50.00 LF $182.00 $9,100 15.00% 10.00% 25.00% $2,275 $11,375

40.02.01.1402 24" SCRW WATER 66.00 LF $812.00 $53,592 15.00% 10.00% 25.00% $13,398 $66,990

40.02.01.1402 24" SCRW WATER 130.00 LF $812.00 $105,560 15.00% 10.00% 25.00% $26,390 $131,950

40.02.01.1403 26" HDPE WATER - TRENCHLESS CONSTRUCTION 120.00 LF $498.00 $59,760 15.00% 10.00% 25.00% $14,940 $74,700

40.02.01.1404 20" PVC WATER 458.00 LF $207.00 $94,806 15.00% 10.00% 25.00% $23,702 $118,508

40.02.01.1405 16" PVC RECLAIMED WATER 41.00 LF $166.00 $6,806 15.00% 10.00% 25.00% $1,702 $8,508

40.02.01.1406 16" PVC WATER 54.00 LF $166.00 $8,964 15.00% 10.00% 25.00% $2,241 $11,205

40.02.01.1406 16" PVC WATER 54.00 LF $166.00 $8,964 15.00% 10.00% 25.00% $2,241 $11,205

40.02.01.1406 16" PVC WATER 1,645.00 LF $166.00 $273,070 15.00% 10.00% 25.00% $68,268 $341,338

40.02.01.1407 12" PVC WATER 166.00 LF $129.00 $21,414 15.00% 10.00% 25.00% $5,354 $26,768



Contingency

40.02.01.1407 12" PVC WATER 185.00 LF $129.00 $23,865 15.00% 10.00% 25.00% $5,966 $29,831

40.02.01.1407 12" PVC WATER 24.00 LF $129.00 $3,096 15.00% 10.00% 25.00% $774 $3,870

40.02.01.1407 12" PVC WATER 43.00 LF $129.00 $5,547 15.00% 10.00% 25.00% $1,387 $6,934

40.02.01.1407 12" PVC WATER 30.00 LF $129.00 $3,870 15.00% 10.00% 25.00% $968 $4,838

40.02.01.1408 10" PVC WATER 157.00 LF $104.00 $16,328 15.00% 10.00% 25.00% $4,082 $20,410

40.02.01.1408 10" PVC WATER 56.00 LF $104.00 $5,824 15.00% 10.00% 25.00% $1,456 $7,280

40.02.01.1408 10" PVC WATER 1,561.00 LF $104.00 $162,344 15.00% 10.00% 25.00% $40,586 $202,930

40.02.01.1409 8" PVC WATER 83.00 LF $94.00 $7,802 15.00% 10.00% 25.00% $1,951 $9,753

40.02.01.1409 8" PVC WATER 49.00 LF $94.00 $4,606 15.00% 10.00% 25.00% $1,152 $5,758

40.02.01.1409 8" PVC WATER 57.00 LF $94.00 $5,358 15.00% 10.00% 25.00% $1,340 $6,698

40.02.01.1410 6" PVC WATER 10.00 LF $94.00 $940 15.00% 10.00% 25.00% $235 $1,175

40.02.01.1411 6" DIP FH HEAD 8.00 LF $351.00 $2,808 15.00% 10.00% 25.00% $702 $3,510

40.02.01.1411 6" DIP FH HEAD 10.00 LF $351.00 $3,510 15.00% 10.00% 25.00% $878 $4,388

40.02.01.1411 6" DIP FH HEAD 79.00 LF $351.00 $27,729 15.00% 10.00% 25.00% $6,932 $34,661

40.02.01.1411 6" DIP FH HEAD 62.00 LF $351.00 $21,762 15.00% 10.00% 25.00% $5,441 $27,203

40.02.01.1411 6" DIP FH HEAD 13.00 LF $351.00 $4,563 15.00% 10.00% 25.00% $1,141 $5,704

40.02.01.1411 6" DIP FH HEAD 7.00 LF $351.00 $2,457 15.00% 10.00% 25.00% $614 $3,071

40.02.01.1411 6" DIP FH HEAD 6.00 LF $351.00 $2,106 15.00% 10.00% 25.00% $527 $2,633

40.02.01.1411 6" DIP FH HEAD 202.00 LF $351.00 $70,902 15.00% 10.00% 25.00% $17,726 $88,628

40.02.01.1412 8" PVC WATER SERVICE 40.00 LF $351.00 $14,040 15.00% 10.00% 25.00% $3,510 $17,550

40.02.01.1413 4" PVC WATER SERVICE 10.00 LF $351.00 $3,510 15.00% 10.00% 25.00% $878 $4,388

40.02.01.1414 2" PVC WATER SERVICE 8.00 LF $189.00 $1,512 15.00% 10.00% 25.00% $378 $1,890

40.02.01.1415 1" COPPER WATER SERVICE 106.00 LF $187.00 $19,822 15.00% 10.00% 25.00% $4,956 $24,778

40.02.01.1416 XX" WATER SERVICE 21.00 EA $351.00 $7,371 15.00% 10.00% 25.00% $1,843 $9,214

40.02.01.1417 FIRE HYDRANT 1.00 EA $8,425.00 $8,425 15.00% 10.00% 25.00% $2,106 $10,531

40.02.01.1417 FIRE HYDRANT 4.00 EA $8,425.00 $33,700 15.00% 10.00% 25.00% $8,425 $42,125

40.02.01.1417 FIRE HYDRANT 1.00 EA $8,425.00 $8,425 15.00% 10.00% 25.00% $2,106 $10,531

40.02.01.1417 FIRE HYDRANT 1.00 EA $8,425.00 $8,425 15.00% 10.00% 25.00% $2,106 $10,531

40.02.01.1417 FIRE HYDRANT 2.00 EA $8,425.00 $16,850 15.00% 10.00% 25.00% $4,213 $21,063



Contingency

40.02.01.1417 FIRE HYDRANT 1.00 EA $8,425.00 $8,425 15.00% 10.00% 25.00% $2,106 $10,531

40.02.01.1417 FIRE HYDRANT 1.00 EA $8,425.00 $8,425 15.00% 10.00% 25.00% $2,106 $10,531

40.02.01.1417 FIRE HYDRANT 1.00 EA $8,425.00 $8,425 15.00% 10.00% 25.00% $2,106 $10,531

40.02.01.1418 1 1/4" CORPORATION STOP 1.00 EA $1,870.00 $1,870 15.00% 10.00% 25.00% $468 $2,338

40.02.01.1419 1" CORPORATION STOP 4.00 EA $1,670.00 $6,680 15.00% 10.00% 25.00% $1,670 $8,350

40.02.01.1419 1" CORPORATION STOP 1.00 EA $1,670.00 $1,670 15.00% 10.00% 25.00% $418 $2,088

40.02.01.1420 8" ABOVE GROUND METER INSTALLATION WITH BYPASS PER SDRS 1.00 EA $8,645.00 $8,645 15.00% 10.00% 25.00% $2,161 $10,806

40.02.01.1421 2" POLYMERE Conc METER BOX AND APPURTENANCES PER SDRSD 1.00 EA $1,200.00 $1,200 15.00% 10.00% 25.00% $300 $1,500

40.02.01.1422 1" POLYMERE Conc METER BOX AND APPURTENANCES PER SDRSD 2.00 EA $1,200.00 $2,400 15.00% 10.00% 25.00% $600 $3,000

40.02.01.1424 Abn Exist 24" SCRW WATER 63.00 LF $19.00 $1,197 15.00% 10.00% 25.00% $299 $1,496

40.02.01.1424 Abn Exist 24" SCRW WATER 126.00 LF $19.00 $2,394 15.00% 10.00% 25.00% $599 $2,993

40.02.01.1425 Abn Exist 20" WATER 619.00 LF $19.00 $11,761 15.00% 10.00% 25.00% $2,940 $14,701

40.02.01.1426 Abn Exist 16" ACP WATER 47.00 LF $19.00 $893 15.00% 10.00% 25.00% $223 $1,116

40.02.01.1426 Abn Exist 16" ACP WATER 1,622.00 LF $19.00 $30,818 15.00% 10.00% 25.00% $7,705 $38,523

40.02.01.1427 Abn Exist 10" ACP WATER 147.00 LF $19.00 $2,793 15.00% 10.00% 25.00% $698 $3,491

40.02.01.1427 Abn Exist 10" ACP WATER 1,538.00 LF $19.00 $29,222 15.00% 10.00% 25.00% $7,306 $36,528

40.02.01.1428 Abn Exist 8" ACP WATER 83.00 LF $19.00 $1,577 15.00% 10.00% 25.00% $394 $1,971

40.02.01.1428 Abn Exist 8" ACP WATER 15.00 LF $19.00 $285 15.00% 10.00% 25.00% $71 $356

40.02.01.1429 Abn Exist 16" PVC RECLAIMED WATER 34.00 LF $19.00 $646 15.00% 10.00% 25.00% $162 $808

40.02.01.1430 Abn Exist 12" PVC WATER 18.00 LF $19.00 $342 15.00% 10.00% 25.00% $86 $428

40.02.01.1431 Abn Exist 12" CIP WATER 183.00 LF $19.00 $3,477 15.00% 10.00% 25.00% $869 $4,346

40.02.01.1431 Abn Exist 12" CIP WATER 176.00 LF $19.00 $3,344 15.00% 10.00% 25.00% $836 $4,180

40.02.01.1432 Abn Exist 6" FH LEAD 17.00 LF $19.00 $323 15.00% 10.00% 25.00% $81 $404

40.02.01.1432 Abn Exist 6" FH LEAD 206.00 LF $19.00 $3,914 15.00% 10.00% 25.00% $979 $4,893

40.02.01.1432 Abn Exist 6" FH LEAD 52.00 LF $19.00 $988 15.00% 10.00% 25.00% $247 $1,235

40.02.01.1432 Abn Exist 6" FH LEAD 55.00 LF $19.00 $1,045 15.00% 10.00% 25.00% $261 $1,306

40.02.01.1432 Abn Exist 6" FH LEAD 14.00 LF $19.00 $266 15.00% 10.00% 25.00% $67 $333

40.02.01.1433 REMOVE Exist FIRE HYDRANT 1.00 LF $19.00 $19 15.00% 10.00% 25.00% $5 $24




Contingency







40.02.01.1434 Abn Exist MH 2.00 LF $1,237.00 $2,474 15.00% 10.00% 25.00% $619 $3,093

40.02.01.1435 Abn Exist 8" WATER SERVICE 48.00 LF $19.00 $912 15.00% 10.00% 25.00% $228 $1,140

40.02.01.1436 Abn Exist 6" WATER SERVICE 15.00 LF $19.00 $285 15.00% 10.00% 25.00% $71 $356

40.02.01.1437 Abn Exist 1 1/4" COPPER WATER SERVICE 20.00 LF $19.00 $380 15.00% 10.00% 25.00% $95 $475

40.02.01.1438 Abn Exist 1" COPPER WATER SERVICE 75.00 LF $19.00 $1,425 15.00% 10.00% 25.00% $356 $1,781

40.02.01.1438 Abn Exist 1" COPPER WATER SERVICE 14.00 LF $19.00 $266 15.00% 10.00% 25.00% $67 $333

40.02.01.1439 Abn Exist XX" WATER SERVICE 12.00 LF $19.00 $228 15.00% 10.00% 25.00% $57 $285

40.02.01.1501 20" BUTTERFLY VALVE 2.00 LF $12,583.00 $25,166 15.00% 10.00% 25.00% $6,292 $31,458

40.02.01.1502 16" BUTTERFLY VALVE 1.00 EA $347.00 $347 15.00% 10.00% 25.00% $87 $434

40.02.01.1503 12" GATE VALVE 2.00 EA $2,866.00 $5,732 15.00% 10.00% 25.00% $1,433 $7,165

40.02.01.1503 12" GATE VALVE 1.00 EA $2,866.00 $2,866 15.00% 10.00% 25.00% $717 $3,583

40.02.01.1504 10" GATE VALVE 2.00 EA $2,368.00 $4,736 15.00% 10.00% 25.00% $1,184 $5,920

40.02.01.1505 8" GATE VALVE 1.00 EA $1,870.00 $1,870 15.00% 10.00% 25.00% $468 $2,338

40.02.01.1505 8" GATE VALVE 2.00 EA $1,870.00 $3,740 15.00% 10.00% 25.00% $935 $4,675

40.02.01.1506 6" GATE VALVE 6.00 EA $1,558.00 $9,348 15.00% 10.00% 25.00% $2,337 $11,685

40.02.01.1506 6" GATE VALVE 1.00 EA $1,558.00 $1,558 15.00% 10.00% 25.00% $390 $1,948

40.02.01.1506 6" GATE VALVE 1.00 EA $1,558.00 $1,558 15.00% 10.00% 25.00% $390 $1,948

40.02.01.1506 6" GATE VALVE 2.00 EA $1,558.00 $3,116 15.00% 10.00% 25.00% $779 $3,895

40.02.01.1506 6" GATE VALVE 1.00 EA $1,558.00 $1,558 15.00% 10.00% 25.00% $390 $1,948

40.02.01.1507 XX" GATE VALVE 1.00 EA $1,870.00 $1,870 15.00% 10.00% 25.00% $468 $2,338

40.02.01.1601 8" WATER SERVICE TEMPORARY LOWERING 1.00 EA $6,229.00 $6,229 15.00% 10.00% 25.00% $1,557 $7,786

40.02.01.1602 6" WATER SERVICE TEMPORARY LOWERING 1.00 EA $6,229.00 $6,229 15.00% 10.00% 25.00% $1,557 $7,786

40.02.01.1603 CONC PROTECTION FOR Exist PIPE 3.00 CY $249.00 $747 15.00% 10.00% 25.00% $187 $934



Contingency

40.02.01.1604 COVER BERM GRADING 1.00 LS $6,229.00 $6,229 15.00% 10.00% 25.00% $1,557 $7,786

40.02.01.1605 THRUST BLOCK PER CSD Std DRAWING WT-01 3.00 EA $998.00 $2,994 15.00% 10.00% 25.00% $749 $3,743

40.02.01.1605 THRUST BLOCK PER CSD Std DRAWING WT-01 9.00 EA $998.00 $8,982 15.00% 10.00% 25.00% $2,246 $11,228





40.02.01.1605 THRUST BLOCK PER CSD Std DRAWING WT-01 1.00 EA $998.00 $998 15.00% 10.00% 25.00% $250 $1,248






40.02.01.1606 ANCHOR BLOCK PER CSD Std DRAWING WT-01 2.00 EA $1,370.00 $2,740 15.00% 10.00% 25.00% $685 $3,425



40.02.01.1606 ANCHOR BLOCK PER CSD Std DRAWING WT-01 5.00 EA $1,370.00 $6,850 15.00% 10.00% 25.00% $1,713 $8,563





40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1607 END SEAL 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559



Contingency

40.02.01.1607 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.1608 PRESSURE CONTROL STATION FACILITY 1.00 LS $59,000.00 $59,000 15.00% 10.00% 25.00% $14,750 $73,750

40.02.01.2101 CONNECT Exist Conc CASING WITH Conc COLLAR 1.00 CY $1,870.00 $1,870 15.00% 10.00% 25.00% $468 $2,338

40.02.01.2102 CONNECT TO Exist 16" CIP Swr WITH ECCENTRIC REDUCER 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2104 CONNECT TO Exist MH PER CSD Std SM-04 1.00 EA $1,172.00 $1,172 15.00% 10.00% 25.00% $293 $1,465








40.02.01.2201 74" WSP CASING 45.00 LF $2,742.00 $123,390 15.00% 10.00% 25.00% $30,848 $154,238

40.02.01.2202 48" WSP CASING 72.00 LF $1,389.00 $100,008 15.00% 10.00% 25.00% $25,002 $125,010

40.02.01.2203 42" WSP CASING 70.00 LF $1,370.00 $95,900 15.00% 10.00% 25.00% $23,975 $119,875

40.02.01.2204 28" WSP CASING 34.00 LF $690.00 $23,460 15.00% 10.00% 25.00% $5,865 $29,325

40.02.01.2205 24" WSP CASING 45.00 LF $413.00 $18,585 15.00% 10.00% 25.00% $4,646 $23,231

40.02.01.2206 18" WSP CASING 72.00 LF $305.00 $21,960 15.00% 10.00% 25.00% $5,490 $27,450

40.02.01.2206 18" WSP CASING 58.00 LF $305.00 $17,690 15.00% 10.00% 25.00% $4,423 $22,113

40.02.01.2207 60" CLASS 145-20 STEEL Swr 588.00 LF $2,180.00 $1,281,840 15.00% 10.00% 25.00% $320,460 $1,602,300

40.02.01.2208 45" PLASTIC LINED RCP Swr 57.00 LF $873.00 $49,761 15.00% 10.00% 25.00% $12,440 $62,201



40.02.01.2210 21" ESVC Swr 752.00 LF $142.00 $106,784 15.00% 10.00% 25.00% $26,696 $133,480

40.02.01.2212 30" VCP Swr 70.00 LF $162.00 $11,340 15.00% 10.00% 25.00% $2,835 $14,175

40.02.01.2213 15" VCP Swr 34.00 LF $142.00 $4,828 15.00% 10.00% 25.00% $1,207 $6,035

40.02.01.2214 8" VCP Swr 45.00 LF $77.00 $3,465 15.00% 10.00% 25.00% $866 $4,331

40.02.01.2215 27" PVC Swr 92.00 LF $142.00 $13,064 15.00% 10.00% 25.00% $3,266 $16,330

40.02.01.2216 24" PVC Swr 33.00 LF $142.00 $4,686 15.00% 10.00% 25.00% $1,172 $5,858



Contingency

40.02.01.2217 12" PVC Swr 36.00 LF $116.00 $4,176 15.00% 10.00% 25.00% $1,044 $5,220

40.02.01.2217 12" PVC Swr 129.00 LF $116.00 $14,964 15.00% 10.00% 25.00% $3,741 $18,705

40.02.01.2218 10" PVC Swr 100.00 LF $116.00 $11,600 15.00% 10.00% 25.00% $2,900 $14,500

40.02.01.2219 8" CIP Swr 58.00 LF $187.00 $10,846 15.00% 10.00% 25.00% $2,712 $13,558

40.02.01.2301 TEMPORARY 42" RCP Swr 86.00 LF $498.00 $42,828 15.00% 10.00% 25.00% $10,707 $53,535

40.02.01.2302 TEMPORARY 30" PVC Swr 100.00 LF $142.00 $14,200 15.00% 10.00% 25.00% $3,550 $17,750



40.02.01.2305 SEWER MH 2.00 EA $4,400.00 $8,800 15.00% 10.00% 25.00% $2,200 $11,000

40.02.01.2305 SEWER MH 2.00 EA $4,400.00 $8,800 15.00% 10.00% 25.00% $2,200 $11,000

40.02.01.2306 SEWER MH 1.00 EA $4,400.00 $4,400 15.00% 10.00% 25.00% $1,100 $5,500

40.02.01.2306 SEWER MH 3.00 EA $4,400.00 $13,200 15.00% 10.00% 25.00% $3,300 $16,500

40.02.01.2306 SEWER MH 2.00 EA $4,400.00 $8,800 15.00% 10.00% 25.00% $2,200 $11,000

40.02.01.2306 SEWER MH 2.00 EA $4,400.00 $8,800 15.00% 10.00% 25.00% $2,200 $11,000

40.02.01.2306 SEWER MH 3.00 EA $4,400.00 $13,200 15.00% 10.00% 25.00% $3,300 $16,500

40.02.01.2306 SEWER MH 3.00 EA $4,400.00 $13,200 15.00% 10.00% 25.00% $3,300 $16,500

40.02.01.2307 TEMPORARY SEWER MH 3.00 EA $4,400.00 $13,200 15.00% 10.00% 25.00% $3,300 $16,500



40.02.01.2401 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2401 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2401 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2401 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2401 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2401 END SEAL 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2402 45" PLUG 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2403 30" PLUG 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.2404 27" PLUG 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.2405 24" PLUG 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559



Contingency

40.02.01.2405 24" PLUG 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2406 21" PLUG 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2407 12" PLUG 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.2407 12" PLUG 2.00 EA $1,247.00 $2,494 15.00% 10.00% 25.00% $624 $3,118

40.02.01.2408 8" PLUG 1.00 EA $1,247.00 $1,247 15.00% 10.00% 25.00% $312 $1,559

40.02.01.2409 CONC ENCASEMENT 150.00 CY $249.00 $37,350 15.00% 10.00% 25.00% $9,338 $46,688

40.02.01.2901 REMOVE Exist MH 1.00 EA $1,978.00 $1,978 15.00% 10.00% 25.00% $495 $2,473

40.02.01.2901 REMOVE Exist MH 2.00 EA $1,978.00 $3,956 15.00% 10.00% 25.00% $989 $4,945

40.02.01.2902 Abn Exist MH 1.00 EA $1,237.00 $1,237 15.00% 10.00% 25.00% $309 $1,546

40.02.01.2902 Abn Exist MH 2.00 EA $1,237.00 $2,474 15.00% 10.00% 25.00% $619 $3,093

40.02.01.2902 Abn Exist MH 1.00 EA $1,237.00 $1,237 15.00% 10.00% 25.00% $309 $1,546

40.02.01.2902 Abn Exist MH 2.00 EA $1,237.00 $2,474 15.00% 10.00% 25.00% $619 $3,093

40.02.01.2902 Abn Exist MH 1.00 EA $1,237.00 $1,237 15.00% 10.00% 25.00% $309 $1,546

40.02.01.2902 Abn Exist MH 1.00 EA $1,237.00 $1,237 15.00% 10.00% 25.00% $309 $1,546

40.02.01.2903 Abn TEMOPORARY MH 4.00 EA $1,978.00 $7,912 15.00% 10.00% 25.00% $1,978 $9,890



40.02.01.2904 Abn Exist 60" CLASS 145-20 STEEL Swr 627.00 LF $153.00 $95,931 15.00% 10.00% 25.00% $23,983 $119,914

40.02.01.2905 Abn Exist 42" PLASTIC LINED RCP Swr 72.00 LF $102.00 $7,344 15.00% 10.00% 25.00% $1,836 $9,180

40.02.01.2905 Abn Exist 42" PLASTIC LINED RCP Swr 875.00 LF $102.00 $89,250 15.00% 10.00% 25.00% $22,313 $111,563

40.02.01.2906 Abn Exist 21" ESVC Swr 754.00 LF $63.00 $47,502 15.00% 10.00% 25.00% $11,876 $59,378

40.02.01.2907 Abn Exist 21" VCP Conc ENCASED Swr 92.00 LF $63.00 $5,796 15.00% 10.00% 25.00% $1,449 $7,245

40.02.01.2908 Abn Exist 12" VCP Swr 117.00 LF $17.00 $1,989 15.00% 10.00% 25.00% $497 $2,486

40.02.01.2908 Abn Exist 12" VCP Swr 25.00 LF $17.00 $425 15.00% 10.00% 25.00% $106 $531



40.02.01.2910 Abn Exist 8" VCP Swr 50.00 LF $17.00 $850 15.00% 10.00% 25.00% $213 $1,063

40.02.01.2911 Abn Exist 24" PVC Swr 66.00 LF $17.00 $1,122 15.00% 10.00% 25.00% $281 $1,403

40.02.01.2912 Abn Exist 8" LATERAL 31.00 LF $17.00 $527 15.00% 10.00% 25.00% $132 $659



Contingency




40.02.01.2915 Abn TEMPORARY 42" RCP Swr 86.00 LF $63.00 $5,418 15.00% 10.00% 25.00% $1,355 $6,773

40.02.01.2916 Abn TEMPORARY 30" PVC Swr 100.00 LF $63.00 $6,300 15.00% 10.00% 25.00% $1,575 $7,875

40.02.01.2917 Abn TEMPORARY 27" PVC Swr 118.00 LF $63.00 $7,434 15.00% 10.00% 25.00% $1,859 $9,293

40.02.01.2918 Abn TEMPORARY 24" PVC Swr 44.00 LF $63.00 $2,772 15.00% 10.00% 25.00% $693 $3,465

40.02.01.2919 ADJUST MH BARREL SECTION 1.00 EA $1,100.00 $1,100 15.00% 10.00% 25.00% $275 $1,375

40.02.01.2920 TEMPORARY SYSTEM BYPASS 1.00 EA $18,686.00 $18,686 15.00% 10.00% 25.00% $4,672 $23,358






40.02.01.2921 RELOCATE Exist 8" LATERAL 33.00 LF $21.00 $693 15.00% 10.00% 25.00% $173 $866




Sum

Average

18,791.00 $5,562,691

15.00% 10.00% 25.00%


Group 40.02.02


DRY UTILITY RELOCATION Contingency

40.02.02 DRY UTILITY RELOCATION 1.00 LS $31,300,000.00 $31,300,000 5.00% 20.00% 25.00% $7,825,000 $39,125,000

40.02.02A TEMPORARY RELOCATION OF PCT F/O 2,850.00 LF $85.00 $242,250 25.00% 10.00% 35.00% $84,788 $327,038

Sum

Average

2,851.00 $31,542,250

15.00% 15.00% 30.00%


Sum

Average

21,642.00 $37,104,941

15.00% 10.03% 25.03%


Sub Section 40.03 HAZ MAT/CONTAMINATED SOIL REMOVAL/MITIGATION, GROUND WATER TREATMENTS

Group 40.03


HAZARDOUS MATERIAL REMOVAL/MITIGATION Contingency



Contingency

40.03 HAZARDOUS MATERIAL REMOVAL/MITIGATION 1.00 LS $4,400,000.00 $4,400,000 0.00% 30.00% 30.00% $1,320,000 $5,720,000

Sum

Average

1.00 $4,400,000

0.00% 30.00% 30.00%

$1,320,000 $5,720,000Summary for Group: 40.03

Sum

Average

1.00 $4,400,000

0.00% 30.00% 30.00%


Sub Section 40.04 ENVIRONMENTAL MITIGATION/WETLAND RESTORATION

Group 40.04


ENVIRONMENTAL MITIGATION/WETLAND RESTORATION Contingency

40.04.01 ENVIRONMENTAL MITIGATION/WETLAND RESTORATION 1.00 LS $6,500,000.00 $6,500,000 0.00% 30.00% 30.00% $1,950,000 $8,450,000

40.04.02.01 TREE REMOVAL (<6") 188.00 EA $400.00 $75,200 15.00% 10.00% 25.00% $18,800 $94,000

40.04.02.01 TREE REMOVAL (>6") 78.00 EA $600.00 $46,800 15.00% 10.00% 25.00% $11,700 $58,500

40.04.02.01 TREE REMOVAL (>6") 155.00 EA $600.00 $93,000 15.00% 10.00% 25.00% $23,250 $116,250

40.04.02.01 TREE REMOVAL (<6") 71.00 EA $400.00 $28,400 15.00% 10.00% 25.00% $7,100 $35,500

40.04.02.01 TREE REMOVAL (<6") 7.00 EA $400.00 $2,800 15.00% 10.00% 25.00% $700 $3,500

40.04.02.01 TREE REMOVAL (<6") 36.00 EA $400.00 $14,400 15.00% 10.00% 25.00% $3,600 $18,000

40.04.02.01 TREE REMOVAL (>6") 21.00 EA $600.00 $12,600 15.00% 10.00% 25.00% $3,150 $15,750

40.04.02.01 TREE REMOVAL (>6") 325.00 EA $600.00 $195,000 15.00% 10.00% 25.00% $48,750 $243,750

40.04.02.02 TREE REPLACEMENT 227.00 EA $2,000.00 $454,000 15.00% 10.00% 25.00% $113,500 $567,500

40.04.02.02 TREE REPLACEMENT 657.00 EA $2,000.00 $1,314,000 15.00% 10.00% 25.00% $328,500 $1,642,500



Sum

Average

2,342.00 $9,888,200

13.85% 11.54% 25.38%


Sum

Average

2,342.00 $9,888,200

13.85% 11.54% 25.38%


Sub Section 40.06 PEDESTRIAN/BIKE ACCESS AND ACCOMODATIONS

Group 40.06.00


ROSE CANYON BIKE PATH (DETOUR) Contingency

40.06.00.190101 ROADWAY EXCAVATION 52.00 CY $28.00 $1,456 15.00% 15.00% 30.00% $437 $1,893


40.06.00.390132 HOT MIX ASPHALT (TYPE A) 677.00TON $102.00 $69,054 15.00% 15.00% 30.00% $20,716 $89,770



Contingency

40.06.00.566011 ROADSIDE SIGN - ONE POST 2.00 EA $750.00 $1,500 15.00% 15.00% 30.00% $450 $1,950


Sum

Average

10,753.00 $280,394

15.00% 14.00% 29.00%


Group 40.06.01


ROSE CANYON BIKE PATH (BK1) Contingency

40.06.01.01 ASPHALT PAVEMENT REMOVAL 26,823.00 SF $1.60 $42,917 15.00% 15.00% 30.00% $12,875 $55,792

40.06.01.01 DEMOLISH EXISTING RETAINING WALL 730.00 LF $40.00 $29,200 15.00% 15.00% 30.00% $8,760 $37,960

40.06.01.160101 CLEARING AND GRUBBING 0.51 AC $4,022.00 $2,051 10.00% 15.00% 25.00% $513 $2,564

40.06.01.190101 ROADWAY EXCAVATION 5,310.00 CY $28.00 $148,680 15.00% 15.00% 30.00% $44,604 $193,284




Sum

Average

33,517.51 $274,721

14.29% 14.29% 28.57%


Group 40.06.02


ROSE CANYON BIKE PATH (BK2) Contingency


40.06.02.160101 CLEARING AND GRUBBING 1.32 AC $4,022.00 $5,309 10.00% 15.00% 25.00% $1,327 $6,636

40.06.02.190101 ROADWAY EXCAVATION 975.00 CY $28.00 $27,300 15.00% 15.00% 30.00% $8,190 $35,490




Sum

Average

40,741.32 $201,032

14.17% 14.17% 28.33%


Group 40.06.03


GRAVITY RETAINING WALL Contingency

40.06.03.2 STRUCTURE EXCAVATION 1,318.00 CY $60.00 $79,080 15.00% 15.00% 30.00% $23,724 $102,804

40.06.03.3 STRUCTURAL BACKFILL (GRAVITY WALL) 466.00 CY $52.00 $24,232 15.00% 15.00% 30.00% $7,270 $31,502

40.06.03.510062A STRUCTURAL CONCRETE (GRAVITY RETAINING WALL) 522.00 CY $650.00 $339,300 15.00% 15.00% 30.00% $101,790 $441,090

Sum

Average

2,306.00 $442,612

15.00% 15.00% 30.00%




Contingency

Group 40.06.04


PEDESTRIAN BRIDGES Contingency

40.06.04.01 VOIGT PED OC 2,520.00 SF $400.00 $1,008,000 15.00% 10.00% 25.00% $252,000 $1,260,000

40.06.04.02 EXECUTIVE PED OC 1,835.00 SF $400.00 $734,000 15.00% 10.00% 25.00% $183,500 $917,500

40.06.04.03 UTC PED OC 2,360.00 SF $400.00 $944,000 15.00% 10.00% 25.00% $236,000 $1,180,000

Sum

Average

6,715.00 $2,686,000

15.00% 10.00% 25.00%


Sum

Average

94,032.83 $3,884,759

14.58% 13.75% 28.33%


Sub Section 40.07 AUTOMOBILE, BUS, VAN ACCESS WAYS INCLUDING ROADS, PARKING LOTS

Group 40.07.00


Contingency

40.07.00.00 ALLOWANCE FOR ROADWAY IMPROVEMENTS (CEDAR,SASSAFRAS, 1.00 LS $200,000.00 $200,000 0.00% 30.00% 30.00% $60,000 $260,000

40.07.00.00 ALLOWANCE FOR ROADWAY IMPROVEMENTS (VOIGT DRIVE) 1.00 LS $1,300,000.00 $1,300,000 0.00% 30.00% 30.00% $390,000 $1,690,000

Sum

Average

2.00 $1,500,000

0.00% 30.00% 30.00%


Group 40.07.01


TECOLOTE STATION SITEWORK Contingency


40.07.01.102 CONCRETE PAVEMENT DEMOLITION 3,126.00 SY $14.00 $43,764 10.00% 10.00% 20.00% $8,753 $52,517

40.07.01.103 CONCRETE PAVEMENT REMOVAL 1,090.00TON $23.00 $25,070 10.00% 10.00% 20.00% $5,014 $30,084

40.07.01.104 ASPHALT PAVEMENT DEMOLITION 5,846.00 SY $14.00 $81,844 10.00% 10.00% 20.00% $16,369 $98,213

40.07.01.105 ASPHALT PAVEMENT REMOVAL 1,907.00TON $34.00 $64,838 10.00% 10.00% 20.00% $12,968 $77,806

40.07.01.106 BUILDING FOOTING REMOVAL 8,250.00 SF $0.40 $3,300 10.00% 10.00% 20.00% $660 $3,960

40.07.01.106 MILL AND OVERLAY (TECOLOTE STATION) 42,400.00 SF $1.90 $80,560 10.00% 10.00% 20.00% $16,112 $96,672

40.07.01.107 BUILDING REMOVAL 8,250.00 SF $2.40 $19,800 10.00% 10.00% 20.00% $3,960 $23,760


40.07.01.204 ROADWAY EMBANKMENT 7,368.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0

40.07.01.302 CURB AND GUTTER 429.00 CY $365.00 $156,585 10.00% 10.00% 20.00% $31,317 $187,902

40.07.01.304 HOT MIX ASPHALT (TYPE A) 3,830.00TON $102.00 $390,660 10.00% 10.00% 20.00% $78,132 $468,792

40.07.01.306 MINOR CONCRETE (ADA RAMPS) 87.00 CY $765.00 $66,555 10.00% 10.00% 20.00% $13,311 $79,866

40.07.01.307 SIDEWALK RAMPS WITH TACTILE WARNING STRIP 108.00 SF $22.00 $2,376 15.00% 15.00% 30.00% $713 $3,089



Contingency

40.07.01.309 DECORATIVE CONCRETE PAVEMENT 1,370.00 SF $20.00 $27,400 10.00% 10.00% 20.00% $5,480 $32,880

40.07.01.310 CONCRETE SIDEWALKS 11,306.00 SF $12.00 $135,672 10.00% 10.00% 20.00% $27,134 $162,806

40.07.01.311 CONCRETE STAIRS 25.00 CY $525.00 $13,125 10.00% 10.00% 20.00% $2,625 $15,750

40.07.01.312 CLASS 2 AGGREGATE BASE 2,040.00 CY $45.00 $91,800 15.00% 10.00% 25.00% $22,950 $114,750


40.07.01.314 DRIVEWAY 360.00 SF $20.00 $7,200 10.00% 10.00% 20.00% $1,440 $8,640

40.07.01.401 RETAINING WALLS 3,160.00 SF $80.00 $252,800 15.00% 15.00% 30.00% $75,840 $328,640

40.07.01.501 LIGHTING AREA 150,630.00 SF $1.50 $225,945 15.00% 15.00% 30.00% $67,784 $293,729

40.07.01.901 METAL RAILING (PIPE) 1,171.00 LF $125.00 $146,375 15.00% 10.00% 25.00% $36,594 $182,969

40.07.01.902 STRIPING 4,866.00 LF $2.00 $9,732 10.00% 10.00% 20.00% $1,946 $11,678

40.07.01.903 PAVEMENT MARKERS 3,954.00 SF $3.00 $11,862 10.00% 10.00% 20.00% $2,372 $14,234

40.07.01.904 SIGNAGE 4.00 EA $278.00 $1,112 15.00% 10.00% 25.00% $278 $1,390

40.07.01.905 FOUNDATIONS (MONUMENT SIGNS) 12.00 CY $441.00 $5,292 10.00% 10.00% 20.00% $1,058 $6,350

40.07.01.906 FENCING 566.00 LF $117.00 $66,222 10.00% 10.00% 20.00% $13,244 $79,466

40.07.01.907 GATES 1.00 EA $1,850.00 $1,850 10.00% 10.00% 20.00% $370 $2,220

40.07.01.909 LANDSCAPING 32,842.00 SF $4.70 $154,357 15.00% 10.00% 25.00% $38,589 $192,947

40.07.01.911 IRRIGATION 32,842.00 SF $1.40 $45,979 10.00% 10.00% 20.00% $9,196 $55,175

40.07.01.913 BUS SHELTERS 2.00 EA $36,800.00 $73,600 10.00% 10.00% 20.00% $14,720 $88,320

40.07.01.914 WHEEL STOPS 253.00 EA $86.00 $21,758 10.00% 10.00% 20.00% $4,352 $26,110

40.07.01.920 ONSITE VEHICULAR CIRCULATION SIGNAGE 6.00 EA $750.00 $4,500 10.00% 10.00% 20.00% $900 $5,400

Sum

Average

333,579.50 $2,428,416

11.03% 10.44% 21.47%


Group 40.07.01.03


TECOLOTE STATION DRAINAGE IMPROVEMENTS Contingency

40.07.01.03.101 18" RCP STORM DRAIN 102.00 LF $120.00 $12,240 15.00% 10.00% 25.00% $3,060 $15,300








Contingency

40.07.01.03.112 4" NON-PERFORATED PVC 220.00 LF $20.00 $4,400 15.00% 10.00% 25.00% $1,100 $5,500

40.07.01.03.121 3" PERFORATED PVC 240.00 LF $14.00 $3,360 15.00% 10.00% 25.00% $840 $4,200

40.07.01.03.122 4" PERFORATED PVC 1,078.00 LF $20.00 $21,560 15.00% 10.00% 25.00% $5,390 $26,950

40.07.01.03.201 WASH WATER CLEANOUT 1.00 EA $4,500.00 $4,500 15.00% 10.00% 25.00% $1,125 $5,625

40.07.01.03.201 TYPE A-8 SD CLEANOUT, SDRSD D-9 2.00 EA $6,000.00 $12,000 10.00% 10.00% 20.00% $2,400 $14,400



40.07.01.03.204 10' TYPE B-1 CURB INLET, SDRSD SDD-116 1.00 EA $6,900.00 $6,900 15.00% 10.00% 25.00% $1,725 $8,625



40.07.01.03.207 TYPE I CATCH BASIN, SDRSD D-29 6.00 EA $6,450.00 $38,700 10.00% 10.00% 20.00% $7,740 $46,440

40.07.01.03.501 CONCRETE LUG, SDRSD SDD-113 1.00 EA $1,100.00 $1,100 15.00% 10.00% 25.00% $275 $1,375

40.07.01.03.503 PIPE TO CHANNEL CONNECTION 1.00 EA $6,230.00 $6,230 15.00% 10.00% 25.00% $1,558 $7,788

40.07.01.03.506 3" UNDERDRAIN CLEANOUT 2.00 EA $46.00 $92 15.00% 10.00% 25.00% $23 $115

40.07.01.03.508 4" UNDERDRAIN CLEANOUT 23.00 EA $60.00 $1,380 15.00% 10.00% 25.00% $345 $1,725

40.07.01.03.510 TRENCH DRAIN 751.00 LF $35.00 $26,285 15.00% 10.00% 25.00% $6,571 $32,856

40.07.01.03.515 6" TRENCH DRAIN CLEANOUT 1.00 EA $80.00 $80 15.00% 10.00% 25.00% $20 $100

40.07.01.03.610 BIORETENTION PLANTER SOIL 889.00 CY $35.00 $31,115 15.00% 10.00% 25.00% $7,779 $38,894

40.07.01.03.611 BIORETENTION 3/4" CRUSHED ROCK 148.00 CY $50.00 $7,400 15.00% 10.00% 25.00% $1,850 $9,250

40.07.01.03.612 BIORETENTION 1-1/2" CRUSHED ROCK 296.00 CY $30.00 $8,880 15.00% 10.00% 25.00% $2,220 $11,100

40.07.01.03.613 BIORETENTION LINER 16,000.00 SF $0.80 $12,800 15.00% 10.00% 25.00% $3,200 $16,000

40.07.01.03.700 ABANDON EXIST PIPE (CAP AND PLUG) 6.00 EA $675.00 $4,050 15.00% 10.00% 25.00% $1,013 $5,063

Sum

Average

21,275.00 $554,342

14.29% 10.00% 24.29%


Group 40.07.02


CLAIREMONT STATION SITEWORK Contingency


40.07.02.102 CONCRETE PAVEMENT DEMOLITION 1,429.00 SY $14.00 $20,006 10.00% 10.00% 20.00% $4,001 $24,007

40.07.02.103 CONCRETE PAVEMENT REMOVAL 498.00TON $23.00 $11,454 10.00% 10.00% 20.00% $2,291 $13,745




Contingency

40.07.02.105 ASPHALT PAVEMENT REMOVAL 3,866.00TON $34.00 $131,444 10.00% 10.00% 20.00% $26,289 $157,733

40.07.02.106 BUILDING FOOTING REMOVAL 37,485.00 SF $0.40 $14,994 10.00% 10.00% 20.00% $2,999 $17,993





40.07.02.305 PORTLAND CEMENT CONCRETE PAVEMENT 310.00 CY $603.00 $186,930 10.00% 10.00% 20.00% $37,386 $224,316


40.07.02.307 SIDEWALK RAMPS WITH TACTILE WARNING STRIP 144.00 SF $22.00 $3,168 15.00% 15.00% 30.00% $950 $4,118

40.07.02.309 DECORATIVE CONCRETE PAVEMENT 13,200.00 SF $20.00 $264,000 10.00% 10.00% 20.00% $52,800 $316,800





40.07.02.401 RETAINING WALLS 2,900.00 SF $80.00 $232,000 15.00% 15.00% 30.00% $69,600 $301,600

40.07.02.501 LIGHTING AREA 145,080.00 SF $1.50 $217,620 15.00% 15.00% 30.00% $65,286 $282,906

40.07.02.901 METAL RAILING (PIPE) 655.00 LF $125.00 $81,875 15.00% 10.00% 25.00% $20,469 $102,344

40.07.02.902 STRIPING 2,200.00 LF $2.00 $4,400 10.00% 10.00% 20.00% $880 $5,280

40.07.02.903 PAVEMENT MARKERS 4,212.00 SF $3.00 $12,636 10.00% 10.00% 20.00% $2,527 $15,163

40.07.02.904 SIGNAGE 6.00 EA $278.00 $1,668 15.00% 10.00% 25.00% $417 $2,085

40.07.02.905 FOUNDATIONS (MONUMENT SIGNS) 18.00 CY $441.00 $7,938 10.00% 10.00% 20.00% $1,588 $9,526

40.07.02.906 FENCING 350.00 LF $117.00 $40,950 10.00% 10.00% 20.00% $8,190 $49,140

40.07.02.907 GATES 1.00 EA $1,850.00 $1,850 10.00% 10.00% 20.00% $370 $2,220

40.07.02.909 LANDSCAPING 34,490.00 SF $4.70 $162,103 15.00% 10.00% 25.00% $40,526 $202,629

40.07.02.911 IRRIGATION 34,490.00 SF $1.40 $48,286 10.00% 10.00% 20.00% $9,657 $57,943

40.07.02.913 BUS SHELTERS 4.00 EA $36,800.00 $147,200 10.00% 10.00% 20.00% $29,440 $176,640

40.07.02.914 WHEEL STOPS 156.00 EA $86.00 $13,416 10.00% 10.00% 20.00% $2,683 $16,099

40.07.02.920 ONSITE VEHICULAR CIRCULATION SIGNAGE 15.00 EA $750.00 $11,250 10.00% 10.00% 20.00% $2,250 $13,500



Contingency

Sum

Average

335,560.55 $2,647,268

10.94% 10.47% 21.41%


Group 40.07.02.03


CLAIREMONT STATION DRAINAGE IMPROVEMENTS Contingency




40.07.02.03.121 3" PERFORATED PVC 23.00 LF $14.00 $322 15.00% 10.00% 25.00% $81 $403

40.07.02.03.122 4" PERFORATED PVC 574.00 LF $20.00 $11,480 15.00% 10.00% 25.00% $2,870 $14,350


40.07.02.03.204 5' TYPE B CURB INLET, SDRSD SDD-116 1.00 EA $5,200.00 $5,200 15.00% 10.00% 25.00% $1,300 $6,500





40.07.02.03.510 TRENCH DRAIN 16.00 LF $35.00 $560 15.00% 10.00% 25.00% $140 $700


40.07.02.03.611 BIORETENTION 3/4" CRUSHED ROCK 57.00 CY $50.00 $2,850 15.00% 10.00% 25.00% $713 $3,563

40.07.02.03.612 BIORETENTION 1-1/2" CRUSHED ROCK 114.00 CY $30.00 $3,420 15.00% 10.00% 25.00% $855 $4,275


40.07.02.03.700 ABANDON EXIST PIPE (CAP AND PLUG) 4.00 EA $675.00 $2,700 15.00% 10.00% 25.00% $675 $3,375

40.07.02.03.701 ABANDON DRAINAGE STRUCTURE 1.00 EA $1,237.00 $1,237 15.00% 10.00% 25.00% $309 $1,546

40.07.02.03.702 REMOVE EXIST DRAINAGE STRUCTURE 4.00 EA $1,829.00 $7,316 15.00% 10.00% 25.00% $1,829 $9,145

Sum

Average

8,276.00 $130,013

14.47% 10.00% 24.47%


Group 40.07.03


BALBOA STATION SITEWORK Contingency




40.07.03.301 CURB 2,474.00 LF $20.00 $49,480 10.00% 10.00% 20.00% $9,896 $59,376



Contingency

40.07.03.302 CURB AND GUTTER 3,387.00 LF $30.00 $101,610 10.00% 10.00% 20.00% $20,322 $121,932

40.07.03.303 CROSS GUTTERS 40.00 LF $135.00 $5,400 10.00% 10.00% 20.00% $1,080 $6,480




40.07.03.307 SIDEWALK RAMPS WITH TACTILE WARNING STRIP 1,685.00 SF $22.00 $37,070 10.00% 10.00% 20.00% $7,414 $44,484

40.07.03.308 METAL BEAM GUARD RAILING (WOOD POST) 1,167.00 LF $32.00 $37,344 10.00% 10.00% 20.00% $7,469 $44,813





40.07.03.315 FILTER FABRIC 4,850.00 SY $0.80 $3,880 10.00% 10.00% 20.00% $776 $4,656

40.07.03.402 STRUCTURE EXCAVATION (RETAINING WALL) 1,432.00 CY $60.00 $85,920 10.00% 10.00% 20.00% $17,184 $103,104

40.07.03.403 STRUCTURAL BACKFILL 3,238.00 CY $52.00 $168,376 10.00% 10.00% 20.00% $33,675 $202,051

40.07.03.405 STRUCTURAL CONCRETE (RETAINING WALL) 912.00 CY $470.00 $428,640 10.00% 10.00% 20.00% $85,728 $514,368

40.07.03.406 BAR REINFORCING STEEL (RETAINING WALL) 104,040.00 LB $1.00 $104,040 10.00% 10.00% 20.00% $20,808 $124,848

40.07.03.407 ARCHITECTURAL TREATMENT (RETAINING WALL) 10,989.00 SF $14.00 $153,846 10.00% 10.00% 20.00% $30,769 $184,615

40.07.03.408 CABLE RAILING 718.00 LF $25.00 $17,950 10.00% 10.00% 20.00% $3,590 $21,540

40.07.03.901 METAL RAILING (PIPE) 1,327.00 LF $125.00 $165,875 15.00% 10.00% 25.00% $41,469 $207,344

40.07.03.902 STRIPING 3,456.00 LF $2.00 $6,912 10.00% 10.00% 20.00% $1,382 $8,294

40.07.03.904 SIGNAGE 2.00 EA $278.00 $556 15.00% 10.00% 25.00% $139 $695

40.07.03.905 FOUNDATIONS (MONUMENT SIGNS) 10.00 CY $441.00 $4,410 10.00% 10.00% 20.00% $882 $5,292

40.07.03.906 FENCING 1,060.00 LF $117.00 $124,020 10.00% 10.00% 20.00% $24,804 $148,824

40.07.03.909 LANDSCAPING 43,507.00 SF $4.70 $204,483 15.00% 10.00% 25.00% $51,121 $255,604

40.07.03.911 IRRIGATION 43,507.00 SF $1.40 $60,910 10.00% 10.00% 20.00% $12,182 $73,092

40.07.03.913 BUS SHELTERS 6.00 EA $36,800.00 $220,800 10.00% 10.00% 20.00% $44,160 $264,960

Sum

Average

298,240.95 $3,490,422

10.50% 10.00% 20.50%


Group 40.07.03.03


BALBOA STATION DRAINAGE IMPROVEMENTS Contingency



Contingency




40.07.03.03.110 3" NON-PERFORATED PVC 56.00 LF $14.00 $784 15.00% 10.00% 25.00% $196 $980


40.07.03.03.113 6" NON-PERFORATED PVC 43.00 LF $65.00 $2,795 15.00% 10.00% 25.00% $699 $3,494

40.07.03.03.122 4" PERFORATED PVC 776.00 LF $20.00 $15,520 15.00% 10.00% 25.00% $3,880 $19,400



40.07.03.03.203 15' TYPE A CURB INLET, SDRSD SDD-115 1.00 EA $7,600.00 $7,600 15.00% 10.00% 25.00% $1,900 $9,500




40.07.03.03.507 3" GRATE INLET 2.00 EA $20.00 $40 15.00% 10.00% 25.00% $10 $50


40.07.03.03.509 12" STEEL CASING 43.00 LF $150.00 $6,450 15.00% 10.00% 25.00% $1,613 $8,063

40.07.03.03.510 TRENCH DRAIN 701.00 LF $35.00 $24,535 15.00% 10.00% 25.00% $6,134 $30,669


40.07.03.03.601 HYDROMODIFICATION UNDERGROUND STORAGE 15,300.00 CF $2.45 $37,485 15.00% 10.00% 25.00% $9,371 $46,856

40.07.03.03.603 HYDROMODIFICATION OUTLET STRUCTURE - UNDERGROUND STO 1.00 EA $7,000.00 $7,000 15.00% 10.00% 25.00% $1,750 $8,750

40.07.03.03.610 BIORETENTION PLANTER SOIL 1,114.00 CY $35.00 $38,990 15.00% 10.00% 25.00% $9,748 $48,738

40.07.03.03.611 BIORETENTION 3/4" CRUSHED ROCK 186.00 CY $50.00 $9,300 15.00% 10.00% 25.00% $2,325 $11,625

40.07.03.03.612 BIORETENTION 1-1/2" CRUSHED ROCK 371.00 CY $30.00 $11,130 15.00% 10.00% 25.00% $2,783 $13,913


Sum

Average

39,974.00 $342,199

14.58% 10.00% 24.58%


Group 40.07.04


NOBEL STATION SITEWORK Contingency

40.07.04.101 CLEARING AND GRUBBING 0.13 AC $4,022.00 $523 10.00% 10.00% 20.00% $105 $627




Contingency

40.07.04.105 ASPHALT PAVEMENT REMOVAL 994.00TON $34.00 $33,796 10.00% 10.00% 20.00% $6,759 $40,555



40.07.04.307 SIDEWALK RAMPS WITH TACTILE WARNING STRIP 180.00 SF $22.00 $3,960 15.00% 15.00% 30.00% $1,188 $5,148



40.07.04.501 LIGHTING AREA 196,890.00 SF $1.50 $295,335 15.00% 15.00% 30.00% $88,601 $383,936

40.07.04.902 STRIPING 11,130.00 LF $2.00 $22,260 10.00% 10.00% 20.00% $4,452 $26,712

40.07.04.904 SIGNAGE 2.00 EA $278.00 $556 15.00% 10.00% 25.00% $139 $695

40.07.04.905 FOUNDATIONS (MONUMENT SIGNS) 6.00 CY $441.00 $2,646 10.00% 10.00% 20.00% $529 $3,175

40.07.04.909 LANDSCAPING 22,990.00 SF $4.70 $108,053 15.00% 10.00% 25.00% $27,013 $135,066

40.07.04.911 IRRIGATION 22,990.00 SF $1.40 $32,186 10.00% 10.00% 20.00% $6,437 $38,623

40.07.04.920 ONSITE VEHICULAR CIRCULATION SIGNAGE 8.00 EA $750.00 $6,000 10.00% 10.00% 20.00% $1,200 $7,200

Sum

Average

281,710.13 $1,003,365

11.67% 11.00% 22.67%


Group 40.07.04.03


NOBEL STATION DRAINAGE IMPROVEMENTS Contingency




40.07.04.03.601 HYDROMODIFICATION UNDERGROUND STORAGE 22,580.00 CF $2.45 $55,321 15.00% 10.00% 25.00% $13,830 $69,151

40.07.04.03.603 HYDROMODIFICATION OUTLET STRUCTURE - UNDERGROUND STO 2.00 EA $7,000.00 $14,000 15.00% 10.00% 25.00% $3,500 $17,500


Sum

Average

23,013.00 $165,931

14.17% 10.00% 24.17%


Group 40.07.05


VA MEDICAL CENTER STATION SITEWORK Contingency


40.07.05.102 CONCRETE PAVEMENT DEMOLITION 440.00 SY $14.00 $6,160 10.00% 10.00% 20.00% $1,232 $7,392

40.07.05.103 CONCRETE PAVEMENT REMOVAL 153.00TON $23.00 $3,519 10.00% 10.00% 20.00% $704 $4,223

40.07.05.106 MILL AND OVERLAY (VA STATION) 127,374.00 SF $1.90 $242,011 10.00% 10.00% 20.00% $48,402 $290,413



Contingency

40.07.05.108 DEMOLISH EXIST FENCE 88.00 LF $2.20 $194 15.00% 15.00% 30.00% $58 $252


40.07.05.304 HOT MIX ASPHALT (TYPE A) 29.18TON $102.00 $2,976 10.00% 10.00% 20.00% $595 $3,572

40.07.05.306 MINOR CONCRETE (ADA RAMPS) 3.00 CY $765.00 $2,295 10.00% 10.00% 20.00% $459 $2,754

40.07.05.307 SIDEWALK RAMPS WITH TACTILE WARNING STRIP 24.00 SF $22.00 $528 15.00% 15.00% 30.00% $158 $686


40.07.05.316 CLASS 2 AGGREGATE BASE 15.00 CY $45.00 $675 10.00% 10.00% 20.00% $135 $810

40.07.05.317 AGGREGATE SUBBASE 15.00 CY $35.00 $525 10.00% 10.00% 20.00% $105 $630

40.07.05.318 CLASS 2 AGGREGATE BASE 49.00 CY $45.00 $2,205 10.00% 10.00% 20.00% $441 $2,646

40.07.05.401 RETAINING WALLS 320.00 SF $80.00 $25,600 15.00% 15.00% 30.00% $7,680 $33,280


40.07.05.902 STRIPING 150.00 LF $2.00 $300 10.00% 10.00% 20.00% $60 $360

Sum

Average

133,609.29 $393,762

11.56% 11.25% 22.81%


Group 40.07.05.03


VA MEDICAL CENTER STATION DRAINAGE IMPROVEMENTS Contingency






40.07.05.03.210 WING TYPE HEADWALL, SDRSD D-34 2.00 EA $4,500.00 $9,000 10.00% 10.00% 20.00% $1,800 $10,800

40.07.05.03.212 OCP INLET, CT STD 1.00 EA $4,500.00 $4,500 15.00% 10.00% 25.00% $1,125 $5,625

40.07.05.03.213 JUNCTION STRUCTION (CT STD) 1.00 EA $15,000.00 $15,000 15.00% 10.00% 25.00% $3,750 $18,750

40.07.05.03.510 TRENCH DRAIN 703.00 LF $35.00 $24,605 15.00% 10.00% 25.00% $6,151 $30,756



40.07.05.03.611 BIORETENTION 3/4" CRUSHED ROCK 26.00 CY $50.00 $1,300 15.00% 10.00% 25.00% $325 $1,625

40.07.05.03.612 BIORETENTION 1-1/2" CRUSHED ROCK 53.00 CY $30.00 $1,590 15.00% 10.00% 25.00% $398 $1,988

40.07.05.03.613 BIORETENTION LINER 2,859.00 SF $0.80 $2,287 15.00% 10.00% 25.00% $572 $2,859



Contingency

Sum

Average

3,959.00 $96,767

14.29% 10.00% 24.29%


Group 40.07.06


UCSD WEST STATION SITEWORK Contingency


40.07.06.201 ROADWAY EXCAVATION 3.00 CY $28.00 $84 10.00% 10.00% 20.00% $17 $101




40.07.06.403 STRUCTURAL BACKFILL 1,700.00 CY $52.00 $88,400 10.00% 10.00% 20.00% $17,680 $106,080



40.07.06.407 ARCHITECTURAL TREATMENT 2,688.00 SF $14.00 $37,632 10.00% 10.00% 20.00% $7,526 $45,158


Sum

Average

152,457.77 $869,346

10.50% 10.00% 20.50%


Group 40.07.06.03


UCSD WEST STATION DRAINAGE IMPROVEMENTS Contingency

40.07.06.03.601 HYDROMODIFICATION-UNDERGROUND STORAGE (UCSD WEST ST 5,096.00 CF $2.45 $12,485 15.00% 15.00% 30.00% $3,746 $16,231

40.07.06.03.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (UCSD WEST STATI 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

Sum

Average

5,097.00 $19,485

15.00% 15.00% 30.00%


Group 40.07.07


UCSD EAST STATION SITEWORK Contingency


40.07.07.106 MILL AND OVERLAY (UCSD EAST STATION) 43,518.00 SF $1.90 $82,684 10.00% 10.00% 20.00% $16,537 $99,221


40.07.07.202 HAUL AND DISPOSE 50.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0

40.07.07.302 CURB AND GUTTER 850.00 LF $30.00 $25,500 10.00% 10.00% 20.00% $5,100 $30,600


40.07.07.310 CONCRETE SIDEWALKS 600.00 SF $12.00 $7,200 10.00% 10.00% 20.00% $1,440 $8,640




Contingency

40.07.07.902 STRIPING 3,400.00 LF $2.00 $6,800 10.00% 10.00% 20.00% $1,360 $8,160

Sum

Average

49,066.37 $164,012

10.00% 10.00% 20.00%


Group 40.07.07.03


UCSD EAST STATION DRAINAGE IMPROVEMENTS Contingency

40.07.07.03.601 HYDROMODIFICATION-UNDERGROUND STORAGE (UCSD EAST STA 1,315.60 CF $2.45 $3,223 15.00% 15.00% 30.00% $967 $4,190

40.07.07.03.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (UCSD EAST STATI 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

Sum

Average

1,316.60 $10,223

15.00% 15.00% 30.00%


Group 40.07.08


EXECUTIVE STATION SITEWORK Contingency





40.07.08.909 LANDSCAPING 3,500.00 SF $4.70 $16,450 15.00% 10.00% 25.00% $4,113 $20,563

40.07.08.911 IRRIGATION 3,500.00 SF $1.40 $4,900 10.00% 10.00% 20.00% $980 $5,880

Sum

Average

7,048.01 $24,674

10.83% 10.00% 20.83%


Group 40.07.09


UTC STATION SITEWORK Contingency





40.07.09.909 LANDSCAPING 3,500.00 SF $4.70 $16,450 15.00% 15.00% 30.00% $4,935 $21,385

40.07.09.911 IRRIGATION 3,500.00 SF $1.40 $4,900 15.00% 15.00% 30.00% $1,470 $6,370

Sum

Average

7,048.01 $24,674

11.67% 11.67% 23.33%


Group 40.07.10


MORENA/CLAIREMONT STREET IMPROVEMENTS Contingency

40.07.10.106 MILL AND OVERLAY (MORENA/CLAIREMONT) 84,699.00 SF $1.90 $160,928 10.00% 10.00% 20.00% $32,186 $193,114



Contingency

40.07.10.141101 REMOVE YELLOW PAINTED TRAFFIC STRIPE (HAZARDOUS WASTE) 1,500.00 LF $1.00 $1,500 15.00% 10.00% 25.00% $375 $1,875

40.07.10.150608 REMOVE CHAIN LINK FENCE 233.00 LF $2.75 $641 10.00% 10.00% 20.00% $128 $769

40.07.10.150662 REMOVE METAL BEAM GUARD RAILING 213.00 LF $13.00 $2,769 10.00% 10.00% 20.00% $554 $3,323

40.07.10.150711 REMOVE PAINTED TRAFFIC STRIPE 4,930.00 LF $1.00 $4,930 15.00% 10.00% 25.00% $1,233 $6,163

40.07.10.150715 REMOVE THERMOPLASTIC PAVEMENT MARKING 561.00 SF $1.10 $617 15.00% 10.00% 25.00% $154 $771

40.07.10.150722 REMOVE PAVEMENT MARKER 114.00 EA $1.10 $125 15.00% 10.00% 25.00% $31 $157

40.07.10.150838 REMOVE RETAINING WALL (PORTION) (LF) 135.00 LF $54.00 $7,290 10.00% 10.00% 20.00% $1,458 $8,748

40.07.10.153139 REMOVE CONCRETE (SIDEWALK) 1,039.00 LF $12.00 $12,468 10.00% 10.00% 20.00% $2,494 $14,962

40.07.10.153142 REMOVE CONCRETE ISLAND (PORTIONS) (CY) 44.00 CY $175.00 $7,700 10.00% 10.00% 20.00% $1,540 $9,240

40.07.10.153211 REMOVE CONCRETE (SIDEWALK AND DRIVEWAY) 7.00 CY $175.00 $1,225 10.00% 10.00% 20.00% $245 $1,470

40.07.10.153215 REMOVE CONCRETE (CURB AND GUTTER) 3,771.00 LF $3.75 $14,141 10.00% 10.00% 20.00% $2,828 $16,970


40.07.10.192037 STRUCTURE EXCAVATION (RETAINING WALL) 375.00 CY $60.00 $22,500 10.00% 10.00% 20.00% $4,500 $27,000

40.07.10.270003 CEMENT TREATED BASE 316.00 CY $57.00 $18,012 10.00% 10.00% 20.00% $3,602 $21,614




40.07.10.730070 DETECTABLE WARNING SURFACE 72.00 SF $45.00 $3,240 10.00% 10.00% 20.00% $648 $3,888

40.07.10.731504 MINOR CONCRETE (CURB AND GUTTER) 194.00 CY $365.00 $70,810 10.00% 10.00% 20.00% $14,162 $84,972

40.07.10.731519 MINOR CONCRETE (STAMPED CONCRETE) 7,970.00 SF $19.00 $151,430 10.00% 10.00% 20.00% $30,286 $181,716

40.07.10.731521 MINOR CONCRETE (SIDEWALK) 113.00 CY $347.00 $39,211 10.00% 10.00% 20.00% $7,842 $47,053

40.07.10.731623 MINOR CONCRETE (CURB RAMP)(TYPE A) 9.00 CY $765.00 $6,885 10.00% 10.00% 20.00% $1,377 $8,262

40.07.10.800360 CHAIN LINK FENCE (CL-6) 145.00 LF $19.00 $2,755 10.00% 10.00% 20.00% $551 $3,306

40.07.10.832001 METAL BEAM GUARD RAILING (WOOD POST) 425.00 LF $32.00 $13,600 10.00% 10.00% 20.00% $2,720 $16,320

40.07.10.833088 TUBULAR HANDRAILING 266.00 LF $220.00 $58,520 10.00% 10.00% 20.00% $11,704 $70,224

40.07.10.839581 END ANCHOR ASSEMBLY (TYPE SFT) 1.00 EA $819.00 $819 10.00% 10.00% 20.00% $164 $983

40.07.10.839603 CRASH CUSHION (ADIEM) 1.00 EA $30,300.00 $30,300 0.00% 10.00% 10.00% $3,030 $33,330

40.07.10.839703 CONCRETE BARRIER (TYPE 60C) 392.00 LF $88.00 $34,496 10.00% 10.00% 20.00% $6,899 $41,395

40.07.10.840515 THERMOPLASTIC PAVEMENT MARKING 71.00 SF $5.00 $355 10.00% 10.00% 20.00% $71 $426



Contingency

40.07.10.840515 THERMOPLASTIC PAVEMENT MARKING 584.00 SF $5.00 $2,920 10.00% 10.00% 20.00% $584 $3,504

40.07.10.840656 PAINT TRAFFIC STRIPE (2-COAT) 1,800.00 LF $2.00 $3,600 10.00% 10.00% 20.00% $720 $4,320

40.07.10.850111 PAVEMENT MARKER (RETROREFLECTIVE) 3.00 EA $3.00 $9 10.00% 10.00% 20.00% $2 $11


40.07.10.900 STREET LIGHT 2.00 EA $2,000.00 $4,000 10.00% 10.00% 20.00% $800 $4,800

Sum

Average

143,723.00 $973,464

10.29% 10.00% 20.29%


Group 40.07.10.03


MORENA/CLAIREMONT DRAINAGE SYSTEMS Contingency








40.07.10.03.201 TYPE A-4 SD CLEANOUT, SDRSD D-9 1.00 EA $4,500.00 $4,500 10.00% 10.00% 20.00% $900 $5,400




40.07.10.03.204 MOD 10' TYPE B-1 CURB INLET, SDRSD SDD-116 2.00 EA $6,900.00 $13,800 10.00% 10.00% 20.00% $2,760 $16,560



40.07.10.03.208 9' TYPE J MEDIAN CURB INLET, SDRSD SDD-118 6.00 EA $6,900.00 $41,400 15.00% 10.00% 25.00% $10,350 $51,750

40.07.10.03.504 PIPE TO RCB CONNECTION 4.00 EA $9,993.00 $39,972 15.00% 10.00% 25.00% $9,993 $49,965

40.07.10.03.510 TRENCH DRAIN 651.00 LF $35.00 $22,785 15.00% 10.00% 25.00% $5,696 $28,481






Contingency

Sum

Average

1,920.00 $397,881

14.50% 10.00% 24.50%


Group 40.07.11


GENESEE STREET IMPROVEMENTS Contingency


40.07.11.103 AWNING (LA JOLLA COUNTRY DAY SCHOOL) 1,970.00 SF $38.00 $74,860 10.00% 10.00% 20.00% $14,972 $89,832

40.07.11.106 MILL AND OVERLAY (GENESEE) 546,940.00 SF $1.90 $1,039,186 10.00% 10.00% 20.00% $207,837 $1,247,023

40.07.11.141101 REMOVE YELLOW PAINTED TRAFFIC STRIPE (HAZARDOUS WASTE) 14,027.00 LF $1.00 $14,027 15.00% 10.00% 25.00% $3,507 $17,534

40.07.11.150609A REMOVE FENCE (MASONARY BLOCK) 249.00 LF $30.00 $7,470 10.00% 10.00% 20.00% $1,494 $8,964

40.07.11.150711 REMOVE PAINTED TRAFFIC STRIPE 33,575.00 LF $1.00 $33,575 15.00% 10.00% 25.00% $8,394 $41,969

40.07.11.150715 REMOVE THERMOPLASTIC PAVEMENT MARKING 4,218.00 SF $1.10 $4,640 15.00% 10.00% 25.00% $1,160 $5,800

40.07.11.150722 REMOVE PAVEMENT MARKER 1,177.00 EA $1.10 $1,295 15.00% 10.00% 25.00% $324 $1,618

40.07.11.150742 REMOVE ROADSIDE SIGN 50.00 EA $500.00 $25,000 10.00% 10.00% 20.00% $5,000 $30,000

40.07.11.150838 REMOVE SOUNDWALL 351.00 LF $54.00 $18,954 10.00% 10.00% 20.00% $3,791 $22,745

40.07.11.153139 REMOVE CONCRETE (SIDEWALK) 9,158.00 LF $12.00 $109,896 10.00% 10.00% 20.00% $21,979 $131,875

40.07.11.153142 REMOVE CONCRETE ISLAND (PORTIONS) (CY) 666.00 CY $175.00 $116,550 10.00% 10.00% 20.00% $23,310 $139,860

40.07.11.153211 REMOVE CONCRETE (SIDEWALK AND DRIVEWAY) 51.00 CY $175.00 $8,925 10.00% 10.00% 20.00% $1,785 $10,710

40.07.11.153215 REMOVE CONCRETE (CURB AND GUTTER) 20,334.00 LF $3.75 $76,253 10.00% 10.00% 20.00% $15,251 $91,503


40.07.11.192037 STRUCTURE EXCAVATION (RETAINING WALL) 1,481.00 CY $60.00 $88,860 10.00% 10.00% 20.00% $17,772 $106,632


40.07.11.270003 CEMENT TREATED BASE 6,361.00 CY $57.00 $362,577 10.00% 10.00% 20.00% $72,515 $435,092


40.07.11.401050 JOINTED PLAIN CONCRETE PAVEMENT 47.00 CY $447.00 $21,009 10.00% 10.00% 20.00% $4,202 $25,211

40.07.11.475010 RETAINING WALL (MASONRY WALL) 13,438.00 SF $70.00 $940,660 15.00% 15.00% 30.00% $282,198 $1,222,858

40.07.11.510062A STRUCTURAL CONCRETE (GRAVITY RETAINING WALL) 187.00 CY $650.00 $121,550 10.00% 10.00% 20.00% $24,310 $145,860

40.07.11.518002 SOUND WALL (W/FOOTING) 4,551.00 SF $35.00 $159,285 10.00% 10.00% 20.00% $31,857 $191,142

40.07.11.566011 ROADSIDE SIGN - ONE POST 50.00 EA $750.00 $37,500 10.00% 10.00% 20.00% $7,500 $45,000

40.07.11.582003A FENCE (MASONRY BLOCK) 2,000.00 SF $35.00 $70,000 10.00% 10.00% 20.00% $14,000 $84,000

40.07.11.730070 DETECTABLE WARNING SURFACE 396.00 SF $45.00 $17,820 10.00% 10.00% 20.00% $3,564 $21,384



Contingency


40.07.11.731516 MINOR CONCRETE (DRIVEWAY) 76.00 CY $475.00 $36,100 10.00% 10.00% 20.00% $7,220 $43,320

40.07.11.731519 MINOR CONCRETE (STAMPED CONCRETE) 957.00 CY $347.00 $332,079 10.00% 10.00% 20.00% $66,416 $398,495




40.07.11.839607A CRASH CUSHION (TAU II) 16.00 EA $15,000.00 $240,000 0.00% 10.00% 10.00% $24,000 $264,000

40.07.11.839701 CONCRETE BARRIER (TYPE 60) 8,700.00 LF $46.00 $400,200 10.00% 10.00% 20.00% $80,040 $480,240

40.07.11.840515 THERMOPLASTIC PAVEMENT MARKING 6,901.00 SF $5.00 $34,505 10.00% 10.00% 20.00% $6,901 $41,406

40.07.11.840656 PAINT TRAFFIC STRIPE (2-COAT) 54,100.00 LF $2.00 $108,200 10.00% 10.00% 20.00% $21,640 $129,840

40.07.11.850111 PAVEMENT MARKER (RETROREFLECTIVE) 1,072.00 EA $3.00 $3,216 10.00% 10.00% 20.00% $643 $3,859

40.07.11.900 STREET LIGHT 28.00 EA $2,000.00 $56,000 10.00% 10.00% 20.00% $11,200 $67,200

40.07.11.901 REMOVE STREET LIGHT 10.00 EA $1,500.00 $15,000 10.00% 10.00% 20.00% $3,000 $18,000

40.07.11.902 LIGHT FIXTURES UNDER AERIAL STRUCTURE 20.00 EA $2,000.00 $40,000 10.00% 10.00% 20.00% $8,000 $48,000

Sum

Average

759,856.00 $6,191,894

10.38% 10.13% 20.50%


Group 40.07.11.03


GENESEE AVE DRAINAGE IMPROVEMENTS Contingency

40.07.11.03.101 18" RCP STORM DRAIN 2,368.00 LF $120.00 $284,160 15.00% 10.00% 25.00% $71,040 $355,200


40.07.11.03.103 30" RCP STORM DRAIN 6.00 LF $210.00 $1,260 15.00% 10.00% 25.00% $315 $1,575












Contingency




40.07.11.03.204 7' TYPE B-2 CURB INLET, SDD-116 1.00 EA $5,200.00 $5,200 15.00% 10.00% 25.00% $1,300 $6,500



40.07.11.03.209 TYPE A CURB OUTLET, SDRSD D-25 3.00 EA $2,500.00 $7,500 15.00% 10.00% 25.00% $1,875 $9,375

40.07.11.03.500 ADJUST MH TO FG 2.00 EA $1,100.00 $2,200 15.00% 10.00% 25.00% $550 $2,750

40.07.11.03.501 CONCRETE LUG, SDRSD SD-113 5.00 EA $1,100.00 $5,500 15.00% 10.00% 25.00% $1,375 $6,875

40.07.11.03.502 PIPE COLLAR 12.00 EA $1,800.00 $21,600 15.00% 10.00% 25.00% $5,400 $27,000

40.07.11.03.600 HYDROMODIFICATION SURFACE STORAGE 24,000.00 CF $2.00 $48,000 15.00% 10.00% 25.00% $12,000 $60,000

40.07.11.03.602 HYDROMODIFICATION OUTLET STRUCTURE - SURFACE STORAGE 12.00 EA $5,000.00 $60,000 15.00% 10.00% 25.00% $15,000 $75,000

40.07.11.03.700 ABANDON EXIST PIPE (CAP AND PLUG) 8.00 EA $675.00 $5,400 15.00% 10.00% 25.00% $1,350 $6,750



40.07.11.03.704 REMOVE EXIST CURB OUTLET 4.00 EA $590.00 $2,360 15.00% 10.00% 25.00% $590 $2,950

Sum

Average

27,366.00 $1,001,653

15.00% 10.00% 25.00%


Group 40.07.12


PACIFIC HWY/ TAYLOR/ ROSECRANS STREET IMPROVEMENTS Contingency







40.07.12.10.70 CABLE RAILING 666.00 LF $25.00 $16,650 10.00% 10.00% 20.00% $3,330 $19,980

40.07.12.101 CHAIN LINK FENCE (CL-3) 890.00 LF $16.00 $14,240 10.00% 10.00% 20.00% $2,848 $17,088

40.07.12.106 MILL AND OVERLAY (PACIFIC HWY/ROSECRANS) 75,208.00 SF $1.90 $142,895 10.00% 10.00% 20.00% $28,579 $171,474

40.07.12.109 6" PORTLAND CEMENT CONCRETE (DECORATIVE CONCRETE) 25.90 CY $625.00 $16,188 10.00% 10.00% 20.00% $3,238 $19,425



Contingency

40.07.12.150710 REMOVE TRAFFIC STRIPE 5,800.00 LF $1.00 $5,800 15.00% 10.00% 25.00% $1,450 $7,250

40.07.12.150713 REMOVE PAVEMENT MARKING 1,300.00 SF $1.10 $1,430 15.00% 10.00% 25.00% $358 $1,788



40.07.12.150770 SAWCUT ASPHALT PAVEMENT 237.00 LF $2.00 $474 10.00% 10.00% 20.00% $95 $569

40.07.12.150770 SAWCUT ASPHALT PAVEMENT 963.00 LF $2.00 $1,926 10.00% 10.00% 20.00% $385 $2,311

40.07.12.150838 REMOVE RETAINING WALL 300.00 LF $54.00 $16,200 10.00% 10.00% 20.00% $3,240 $19,440

40.07.12.150838 REMOVE RETAINING WALL 910.00 LF $54.00 $49,140 10.00% 10.00% 20.00% $9,828 $58,968

40.07.12.153241 REMOVE CONCRETE (SIDEWALK) 3,963.00 SF $3.00 $11,889 10.00% 10.00% 20.00% $2,378 $14,267

40.07.12.153241 REMOVE CONCRETE (SIDEWALK) 1,500.00 SF $3.00 $4,500 10.00% 10.00% 20.00% $900 $5,400







40.07.12.731504.1 MINOR CONCRETE (CURB AND GUTTER) (TYPE B) 380.00 LF $34.00 $12,920 10.00% 10.00% 20.00% $2,584 $15,504

40.07.12.731504.2 MINOR CONCRETE (CURB AND GUTTER) (TYPE G) 219.00 LF $36.00 $7,884 10.00% 10.00% 20.00% $1,577 $9,461


40.07.12.731521 MINOR CONCRETE (SIDEWALK & MEDIAN) 72.00 CY $635.00 $45,720 10.00% 10.00% 20.00% $9,144 $54,864






40.07.12.850101 PAVEMENT MARKER (NON-REFLECTIVE) 120.00 EA $2.00 $240 15.00% 10.00% 25.00% $60 $300



40.07.12.900 STREET LIGHT 2.00 EA $2,000.00 $4,000 10.00% 10.00% 20.00% $800 $4,800



Contingency

40.07.12.901 REMOVE STREET LIGHT 2.00 EA $1,500.00 $3,000 10.00% 10.00% 20.00% $600 $3,600

Sum

Average

166,594.90 $897,435

10.38% 10.00% 20.38%


Group 40.07.13


WASHINGTON/ FRONTAGE STREET IMPROVEMENTS Contingency

40.07.13.150713 REMOVE PAVEMENT MARKING 164.00 SF $1.10 $180 15.00% 10.00% 25.00% $45 $226

40.07.13.150742 REMOVE ROADSIDE SIGN 3.00 EA $500.00 $1,500 10.00% 10.00% 20.00% $300 $1,800




Sum

Average

351.00 $4,801

11.00% 10.00% 21.00%

$969 $5,771Summary for Group: 40.07.13

Group 40.07.14


SASSAFRAS/ KETTNER STREET IMPROVEMENTS Contingency






Sum

Average

71.00 $2,704

11.00% 10.00% 21.00%


Group 40.07.15


CEDAR/ KETTNER STREET IMPROVEMENTS Contingency





Sum

Average

132.00 $7,866

11.25% 10.00% 21.25%


Group 40.07.16


PACIFIC HWY/CEDAR STREET IMPROVEMENTS Contingency




Contingency


40.07.16.150770 SAWCUT ASPHALT PAVEMENT 3,120.00 LF $2.00 $6,240 10.00% 10.00% 20.00% $1,248 $7,488







Sum

Average

4,382.00 $52,999

10.56% 10.00% 20.56%


Group 40.07.17


MORENA/BALBOA STREET IMPROVEMENTS Contingency

40.07.17.106 MILL AND OVERLAY (MORENA/BALBOA) 122,414.00 SF $1.90 $232,587 10.00% 10.00% 20.00% $46,517 $279,104





40.07.17.192037 STRUCTURE EXCAVATION (RETAINING WALL) 556.00 CY $60.00 $33,360 10.00% 10.00% 20.00% $6,672 $40,032

40.07.17.193013 STRUCTURAL BACKFILL 730.00 CY $52.00 $37,960 10.00% 10.00% 20.00% $7,592 $45,552






40.07.17.730020 MINOR CONCRETE (CURB) 8.00 CY $500.00 $4,000 10.00% 10.00% 20.00% $800 $4,800

40.07.17.730070 DETECTABLE WARNING SURFACE 192.00 SF $45.00 $8,640 10.00% 10.00% 20.00% $1,728 $10,368




40.07.17.839521 CABLE RAILING 425.00 LF $25.00 $10,625 10.00% 10.00% 20.00% $2,125 $12,750



Contingency

40.07.17.839603 CRASH ATTENUATOR 1.00 EA $55,205.00 $55,205 0.00% 10.00% 10.00% $5,521 $60,726


40.07.17.840656 PAINT TRAFFIC STRIPE (2 COAT) 13,250.00 LF $2.00 $26,500 10.00% 10.00% 20.00% $5,300 $31,800

40.07.17.850111 PAVEMENT MARKER (RETROREFLECTIVE) 336.00 EA $3.00 $1,008 10.00% 10.00% 20.00% $202 $1,210


40.07.17.900 STREET LIGHT 10.00 EA $2,000.00 $20,000 10.00% 10.00% 20.00% $4,000 $24,000


Sum

Average

457,906.00 $1,630,893

10.00% 10.00% 20.00%


Group 40.07.17.03


MORENA/BALBOA STREET IMPROVEMENTS DRAINAGE SYSTEMS Contingency


40.07.17.03.122 4" PERFORATED PVE 340.00 LF $20.00 $6,800 15.00% 10.00% 25.00% $1,700 $8,500








40.07.17.03.210 WING TYPE HEADWALL, SDRSD D34 2.00 EA $4,500.00 $9,000 10.00% 10.00% 20.00% $1,800 $10,800

40.07.17.03.211 4.5' TYPE OS INLET, CT STD D72 1.00 EA $4,500.00 $4,500 15.00% 10.00% 25.00% $1,125 $5,625


40.07.17.03.505 1/4 TON RIPRAP ENERGY DISSIPATOR TYPE 2, SDRSD SDD-104 2.00 EA $2,500.00 $5,000 15.00% 10.00% 25.00% $1,250 $6,250

40.07.17.03.508 4" UNDERDRAIN CLEANOUT 5.00 EA $60.00 $300 15.00% 10.00% 25.00% $75 $375

Sum

Average

1,078.00 $196,030

13.93% 10.00% 23.93%


Group 40.07.18


W MORENA/TECOLOTE STREET IMPROVEMENTS Contingency

40.07.18.102 6' PICKET FENCE 700.00 LF $72.00 $50,400 10.00% 10.00% 20.00% $10,080 $60,480

40.07.18.106 MILL AND OVERLAY (WMORENA/TECOLOTE) 49,272.00 SF $1.90 $93,617 10.00% 10.00% 20.00% $18,723 $112,340



Contingency

40.07.18.141101 REMOVE YELLOW PAINTED TRAFFIC STRIPE (HAZARDOUS WASTE) 20.00 LF $1.00 $20 15.00% 10.00% 25.00% $5 $25

40.07.18.150608 REMOVE CHAIN LINK FENCE 175.00 LF $2.75 $481 10.00% 10.00% 20.00% $96 $578

40.07.18.150662 REMOVE METAL BEAM GUARD RAILING 48.00 LF $13.00 $624 10.00% 10.00% 20.00% $125 $749

40.07.18.150710 REMOVE TRAFFIC STRIPE 38.00 LF $1.00 $38 15.00% 10.00% 25.00% $10 $48

40.07.18.150715 REMOVE THERMOPLASTIC PAVEMENT MARKING 433.00 SF $1.10 $476 15.00% 10.00% 25.00% $119 $595

40.07.18.150722 REMOVE PAVEMENT MARKER 6.00 EA $1.10 $7 15.00% 10.00% 25.00% $2 $8

40.07.18.153139 REMOVE CONCRETE (SIDEWALK) 119.00 LF $12.00 $1,428 10.00% 10.00% 20.00% $286 $1,714

40.07.18.153142 REMOVE CONCRETE ISLAND (PORTIONS) (CY) 9.00 CY $175.00 $1,575 10.00% 10.00% 20.00% $315 $1,890

40.07.18.153212A REMOVE CONCRETE (SIDEWALK AND BARRIER) 15.00 CY $100.00 $1,500 15.00% 10.00% 25.00% $375 $1,875

40.07.18.153215 REMOVE CONCRETE (CURB AND GUTTER) 1,231.00 LF $3.75 $4,616 10.00% 10.00% 20.00% $923 $5,540





40.07.18.478010 RETAINING WALL (MASONRY WALL) 1,350.00 SF $70.00 $94,500 15.00% 15.00% 30.00% $28,350 $122,850

40.07.18.730020 MINOR CONCRETE (CURB) 17.00 CY $500.00 $8,500 10.00% 10.00% 20.00% $1,700 $10,200

40.07.18.730070 DETECTABLE WARNING SURFACE 60.00 SF $45.00 $2,700 10.00% 10.00% 20.00% $540 $3,240

40.07.18.731502 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) 34.00 CY $937.00 $31,858 10.00% 10.00% 20.00% $6,372 $38,230


40.07.18.731519 MINOR CONCRETE (STAMPED CONCRETE) 861.00 SF $19.00 $16,359 10.00% 10.00% 20.00% $3,272 $19,631


40.07.18.731623 MINOR CONCRETE (CURB RAMP)(TYPE A) 6.00 CY $765.00 $4,590 10.00% 10.00% 20.00% $918 $5,508

40.07.18.800360 CHAIN LINK FENCE (CL-6) 690.00 LF $19.00 $13,110 10.00% 10.00% 20.00% $2,622 $15,732


40.07.18.833140 CONCRETE BARRIER (TYPE 26) 62.00 LF $100.00 $6,200 10.00% 10.00% 20.00% $1,240 $7,440


Sum

Average

57,011.00 $543,928

11.07% 10.18% 21.25%


Group 40.07.18.03


W MORENA/TECOLOTE STREET IMPROVEMENTS DRAINAGE SYSTEMS Contingency



Contingency



Sum

Average

59.00 $12,160

15.00% 10.00% 25.00%


Group 40.07.19


CAMPUS POINT STREET IMPROVEMENTS Contingency

40.07.19.106 MILL AND OVERLAY (CAMPUS POINT) 58,200.00 SF $1.90 $110,580 10.00% 10.00% 20.00% $22,116 $132,696














40.07.19.839701 CONCRETE BARRIER 125.00 LF $53.00 $6,625 10.00% 10.00% 20.00% $1,325 $7,950

40.07.19.900 STREET LIGHT 10.00 EA $2,000.00 $20,000 10.00% 10.00% 20.00% $4,000 $24,000


Sum

Average

62,544.00 $386,060

9.41% 10.00% 19.41%


Group 40.07.20


LYMAN/SIXTH LANE STREET IMPROVEMENTS Contingency

40.07.20.106 MILL AND OVERLAY (LYMAN/SIXTH) 6,278.00 SF $1.90 $11,928 10.00% 10.00% 20.00% $2,386 $14,314

40.07.20.150710 REMOVE TRAFFIC STRIPE 2,400.00 LF $1.00 $2,400 15.00% 10.00% 25.00% $600 $3,000





Contingency







40.07.20.731504.1 MINOR CONCRETE (CURB AND GUTTER) (TYPE B) 71.00 LF $34.00 $2,414 10.00% 10.00% 20.00% $483 $2,897

40.07.20.731504.3 MINOR CONCRETE (CURB AND GUTTER) (TYPE H) 1,471.00 LF $38.00 $55,898 10.00% 10.00% 20.00% $11,180 $67,078





40.07.20.900 STREET LIGHT 7.00 EA $2,000.00 $14,000 10.00% 10.00% 20.00% $2,800 $16,800


Sum

Average

21,318.00 $344,635

10.83% 10.56% 21.39%


Group 40.07.20.04


LYMAN/SIXTH LANE IMPROVEMENTS DRAINAGE SYSTEMS Contingency

40.07.20.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (UCSD WEST STR 3,481.40 CF $2.45 $8,529 15.00% 15.00% 30.00% $2,559 $11,088

40.07.20.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (UCSD WEST STRE 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

Sum

Average

3,482.40 $15,529

15.00% 15.00% 30.00%


Group 40.07.21


VOIGT STREET IMPROVEMENTS Contingency

40.07.21.100 CHAIN LINK FENCE (CL-6) 252.00 LF $19.00 $4,788 10.00% 10.00% 20.00% $958 $5,746

40.07.21.106 MILL AND OVERLAY (VOIGT) 142,560.00 SF $1.90 $270,864 10.00% 10.00% 20.00% $54,173 $325,037

40.07.21.110 9" PORTLAND CEMENT CONCRETE 61.00 CY $603.00 $36,783 10.00% 10.00% 20.00% $7,357 $44,140




40.07.21.150770 SAWCUT ASPHALT PAVEMENT 1,134.00 LF $2.00 $2,268 10.00% 10.00% 20.00% $454 $2,722



Contingency







40.07.21.731504.1 MINOR CONCRETE (CURB AND GUTTER) (TYPE B) 100.00 LF $34.00 $3,400 10.00% 10.00% 20.00% $680 $4,080

40.07.21.731504.2 MINOR CONCRETE (CURB AND GUTTER) (TYPE G) 1,280.00 LF $36.00 $46,080 10.00% 10.00% 20.00% $9,216 $55,296






40.07.21.839701 CONCRETE BARRIER 89.00 LF $53.00 $4,717 10.00% 10.00% 20.00% $943 $5,660

40.07.21.840515 THERMOPLASTIC PAVEMENT MARKING 183.00 SF $5.00 $915 10.00% 15.00% 25.00% $229 $1,144



40.07.21.900 STREET LIGHT 7.00 EA $2,000.00 $14,000 10.00% 10.00% 20.00% $2,800 $16,800


Sum

Average

173,237.00 $631,722

10.77% 10.58% 21.35%


Group 40.07.21.04


VOIGT STREET IMPROVEMENTS DRAINAGE SYSTEMS Contingency

40.07.21.04.601 HYDROMODIFICATION-UNDERGROUND STORAGE (UCSD EAST STR 2,246.40 CF $2.45 $5,504 15.00% 15.00% 30.00% $1,651 $7,155

40.07.21.04.603 HYDROMODIFICATION-OUTLET STRUCTURE-UG (UCSD EAST STREE 1.00 EA $7,000.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

Sum

Average

2,247.40 $12,504

15.00% 15.00% 30.00%


Group 40.07.22


I-5 STREET IMPROVEMENTS Contingency

40.07.22.108 DEMO METAL BEAM GUARD RAIL (WOOD POST) 1,200.00 LF $10.00 $12,000 10.00% 10.00% 20.00% $2,400 $14,400




Contingency


40.07.22.208 DEMO CONCRETE BARRIER 1,202.00 LF $10.00 $12,020 10.00% 10.00% 20.00% $2,404 $14,424


40.07.22.839701 CONCRETE BARRIER 1,202.00 LF $53.00 $63,706 10.00% 10.00% 20.00% $12,741 $76,447

40.07.22.840501 THERMOPLASTIC TRAFFIC STRIPE 37,300.00 LF $2.75 $102,575 15.00% 10.00% 25.00% $25,644 $128,219


40.07.22.850101 PAVEMENT MARKER (NON-REFLECTIVE) 3,108.00 EA $2.00 $6,216 15.00% 10.00% 25.00% $1,554 $7,770

40.07.22.850111 PAVEMENT MARKER (RETROREFLECTIVE) 781.00 EA $3.00 $2,343 15.00% 15.00% 30.00% $703 $3,046

Sum

Average

87,690.00 $414,106

12.50% 11.00% 23.50%


Group 40.07.23


LA JOLLA COLONY STREET IMPROVEMENTS Contingency

40.07.23.106 MILL AND OVERLAY (LA JOLLA COLONY) 30,000.00 SF $1.90 $57,000 10.00% 10.00% 20.00% $11,400 $68,400

40.07.23.108 DEMO METAL BEAM GUARD RAIL (WOOD POST) 99.00 LF $10.00 $990 10.00% 10.00% 20.00% $198 $1,188





40.07.23.153241 REMOVE CONCRETE (SIDEWALK) 167.00 SF $3.00 $501 10.00% 10.00% 20.00% $100 $601






40.07.23.731521 MINOR CONCRETE (SIDEWALK & MEDIAN) 1.00 CY $635.00 $635 10.00% 10.00% 20.00% $127 $762




40.07.23.839701 CONCRETE BARRIER 303.00 LF $53.00 $16,059 10.00% 10.00% 20.00% $3,212 $19,271




Contingency



40.07.23.900 STREET LIGHT 2.00 EA $2,000.00 $4,000 15.00% 15.00% 30.00% $1,200 $5,200

40.07.23.901 REMOVE STREET LIGHT 2.00 EA $1,500.00 $3,000 15.00% 15.00% 30.00% $900 $3,900

Sum

Average

48,214.00 $292,773

11.36% 11.59% 22.95%


Group 40.07.24


PERMANENT BMP (ROADS/PARKING LOTS) Contingency

40.07.24 PERMANENT BMP (ROADS/PARKING LOTS) 1.00 LS $2,000,000.00 $2,000,000 0.00% 20.00% 20.00% $400,000 $2,400,000

Sum

Average

1.00 $2,000,000

0.00% 20.00% 20.00%


Group 40.07.25


PARKING RECONSTRUCTION Contingency

40.07.25.101 MILL AND OVERLAY (LA JOLLA VILLAGE SQUARE) 212,340.00 SF $1.90 $403,446 10.00% 10.00% 20.00% $80,689 $484,135

40.07.25.102 MILL AND OVERLAY (SOUTH OF GILMAN) 27,078.00 SF $1.90 $51,448 10.00% 10.00% 20.00% $10,290 $61,738

40.07.25.103 MILL AND OVERLAY (NORTH OF GILMAN) 33,727.00 SF $1.90 $64,081 10.00% 10.00% 20.00% $12,816 $76,898

40.07.25.104 MILL AND OVERLAY (CALTRANS D11) 16,800.00 SF $1.90 $31,920 10.00% 10.00% 20.00% $6,384 $38,304

40.07.25.105 MILL AND OVERLAY (NEAR LOVELOCK) 8,400.00 SF $1.90 $15,960 10.00% 10.00% 20.00% $3,192 $19,152

40.07.25.106 MILL AND OVERLAY (CITY OF SD MAINT YARD) 58,750.00 SF $1.90 $111,625 10.00% 10.00% 20.00% $22,325 $133,950

40.07.25.107 MILL AND OVERLAY (ALONG ROSE CREEK CHANNEL) 3,012.00 SF $1.90 $5,723 10.00% 10.00% 20.00% $1,145 $6,867

40.07.25.108 MILL AND OVERLAY (NORTH OF MORENA/ARIANE) 39,098.00 SF $1.90 $74,286 10.00% 10.00% 20.00% $14,857 $89,143

40.07.25.109 MILL AND OVERLAY (WHOLE FOODS MARKET) 44,716.00 SF $1.90 $84,960 10.00% 10.00% 20.00% $16,992 $101,952

40.07.25.110 MILL AND OVERLAY (S. OF VOIGT DR PARKING) 52,329.00 SF $1.90 $99,425 10.00% 10.00% 20.00% $19,885 $119,310

40.07.25.111 MILL AND OVERLAY (CAMPUS POINT/VOIGT PARKING) 105,261.00 SF $1.90 $199,996 10.00% 10.00% 20.00% $39,999 $239,995

Sum

Average

601,511.00 $1,142,871

10.00% 10.00% 20.00%


Group 40.07.26


FRIARS ROAD STREET IMPROVEMENTS Contingency

40.07.26.104 REMOVE ASPHALT CONCRETE DIKE 877.00 LF $1.75 $1,535 10.00% 10.00% 20.00% $307 $1,842

40.07.26.105 ASPHALT CONCRETE DIKE 877.00 LF $20.00 $17,540 10.00% 10.00% 20.00% $3,508 $21,048

40.07.26.106 MILL AND OVERLAY (FRIARS) 38,400.00 SF $1.90 $72,960 10.00% 10.00% 20.00% $14,592 $87,552

40.07.26.108 DEMO METAL BEAM GUARD RAIL (WOOD POST) 250.00 LF $10.00 $2,500 10.00% 10.00% 20.00% $500 $3,000



Contingency







40.07.26.850111 PAVEMENT MARKER (RETROREFLECTIVE) 301.00 EA $3.00 $903 10.00% 10.00% 20.00% $181 $1,084

Sum

Average

84,972.00 $287,928

10.00% 10.45% 20.45%


Group 40.07.27


NOBEL DRIVE STREET IMPROVEMENTS Contingency

40.07.27.106 MILL AND OVERLAY (NOBEL) 30,400.00 SF $1.90 $57,760 10.00% 10.00% 20.00% $11,552 $69,312



40.07.27.153241 REMOVE CONCRETE (SIDEWALK) 450.00 SF $3.00 $1,350 10.00% 10.00% 20.00% $270 $1,620





Sum

Average

38,277.00 $90,189

12.50% 11.88% 24.38%


Group 40.07.28


LA JOLLA VILLAGE DRIVE STREET IMPROVEMENTS Contingency



Sum

Average

1,031.00 $20,685

12.50% 10.00% 22.50%


Group 40.07.29


MORENA STREET IMPROVEMENTS Contingency

40.07.29.104 REMOVE ASPHALT CONCRETE DIKE 2,800.00 LF $1.75 $4,900 10.00% 10.00% 20.00% $980 $5,880

40.07.29.105 ASPHALT CONCRETE DIKE 2,800.00 LF $20.00 $56,000 10.00% 10.00% 20.00% $11,200 $67,200

40.07.29.106 MILL AND OVERLAY (MORENA BLVD) 520,331.00 SF $1.90 $988,629 10.00% 10.00% 20.00% $197,726 $1,186,355



Contingency

40.07.29.108 DEMO METAL BEAM GUARD RAIL (WOOD POST) 2,800.00 LF $10.00 $28,000 10.00% 10.00% 20.00% $5,600 $33,600






40.07.29.270011 CEMENT TREATED BASE 8.00 CY $57.00 $456 10.00% 10.00% 20.00% $91 $547

40.07.29.390132 HOT MIX ASPHALT (TYPE A) 4.00TON $102.00 $408 10.00% 10.00% 20.00% $82 $490


40.07.29.731504.1 MINOR CONCRETE (CURB AND GUTTER) (TYPE B) 350.00 LF $34.00 $11,900 10.00% 10.00% 20.00% $2,380 $14,280

40.07.29.731504.3 MINOR CONCRETE (CURB AND GUTTER) (TYPE H) 204.00 LF $38.00 $7,752 10.00% 10.00% 20.00% $1,550 $9,302





40.07.29.900 STREET LIGHT 22.00 EA $2,000.00 $44,000 10.00% 10.00% 20.00% $8,800 $52,800


Sum

Average

557,125.00 $1,332,687

10.75% 10.25% 21.00%


Group 40.07.30


ROSE CANYON BUSINESS PARK-PARKING LOT Contingency

40.07.30.104 REMOVE ASPHALT CONCRETE DIKE 735.00 LF $1.75 $1,286 10.00% 10.00% 20.00% $257 $1,544

40.07.30.105 ASPHALT CONCRETE DIKE 735.00 LF $20.00 $14,700 10.00% 10.00% 20.00% $2,940 $17,640


40.07.30.270011 CEMENT TREATED BASE 27.00 CY $57.00 $1,539 10.00% 10.00% 20.00% $308 $1,847


Sum

Average

2,248.00 $20,627

10.00% 10.00% 20.00%


Group 40.07.31


GILMAN DR STREET IMPROVEMENTS Contingency

40.07.31.150710 REMOVE TRAFFIC STRIPE 600.00 LF $1.00 $600 15.00% 10.00% 25.00% $150 $750



Contingency

40.07.31.840656 PAINT TRAFFIC STRIPE (2-COAT) 600.00 LF $2.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

Sum

Average

1,200.00 $1,800

15.00% 12.50% 27.50%


Sum

Average

5,006,780.88 $32,772,723

11.61% 10.41% 22.02%


Sub Section 40.08 TEMPORARY FACILITIES AND OTHER INDIRECT COSTS DURING CONSTRUCTION

Group 40.08.01


PARTNERING SESSIONS Contingency

40.08.01 PARTNERING SESSIONS 1.00 LS $300,000.00 $300,000 0.00% 0.00% 0.00% $0 $300,000

Sum

Average

1.00 $300,000

0.00% 0.00% 0.00%


Group 40.08.02


MOBILIZATION (8.5%) Contingency

40.08.02 MOBILIZATION (8.5%) 1.00 LS $47,061,899.61 $47,061,900 0.00% 10.00% 10.00% $4,706,190 $51,768,090

Sum

Average

1.00 $47,061,900

0.00% 10.00% 10.00%


Group 40.08.10


CLAIREMONT DR Contingency

40.08.10.120090 CONSTRUCTION AREA SIGNS 6.00 EA $250.00 $1,500 15.00% 10.00% 25.00% $375 $1,875

40.08.10.120161 TEMPORARY TRAFFIC STRIPE 1,800.00 LF $2.50 $4,500 20.00% 10.00% 30.00% $1,350 $5,850

40.08.10.129000 TEMPORARY RAILING (TYPE K) 600.00 LF $17.00 $10,200 20.00% 10.00% 30.00% $3,060 $13,260

40.08.10.129110 TEMPORARY CRASH CUSHION 2.00 EA $4,000.00 $8,000 20.00% 10.00% 30.00% $2,400 $10,400

40.08.10.991 TRAFFIC HANDING SIGNS 10.00 EA $250.00 $2,500 20.00% 10.00% 30.00% $750 $3,250

40.08.10.992 SHORT-TERM TRAFFIC CONTROL 10.00DAY $605.00 $6,050 20.00% 20.00% 40.00% $2,420 $8,470

40.08.10.993 FLAGGER 10.00DAY $750.00 $7,500 15.00% 15.00% 30.00% $2,250 $9,750

Sum

Average

2,438.00 $40,250

18.57% 12.14% 30.71%


Group 40.08.11


GENESEE AVE Contingency

40.08.11.120090 CONSTRUCTION AREA SIGNS 30.00 EA $250.00 $7,500 15.00% 10.00% 25.00% $1,875 $9,375


40.08.11.128650 PORTABLE CHANGEABLE MESSAGE SIGN 6.00 EA $5,000.00 $30,000 10.00% 10.00% 20.00% $6,000 $36,000

40.08.11.129000 TEMPORARY RAILING (TYPE K) 22,900.00 LF $17.00 $389,300 20.00% 10.00% 30.00% $116,790 $506,090



Contingency


40.08.11.158210 RESET TEMPORARY RAILING (TYPE K) 6,500.00 LF $4.00 $26,000 15.00% 10.00% 25.00% $6,500 $32,500

40.08.11.991 TRAFFIC HANDING SIGNS 100.00 EA $250.00 $25,000 20.00% 10.00% 30.00% $7,500 $32,500

40.08.11.992 SHORT-TERM TRAFFIC CONTROL 1,750.00DAY $605.00 $1,058,750 20.00% 20.00% 40.00% $423,500 $1,482,250

40.08.11.993 FLAGGER 1,750.00DAY $750.00 $1,312,500 15.00% 15.00% 30.00% $393,750 $1,706,250

40.08.11120150 TEMPORARY PAVEMENT MARKING 1,880.00 SF $3.50 $6,580 20.00% 10.00% 30.00% $1,974 $8,554

Sum

Average

148,144.00 $3,250,630

17.50% 11.50% 29.00%


Group 40.08.12


PAC HWY/TAYLOR/ROSECRANS Contingency


40.08.12.120150 TEMPORARY PAVEMENT MARKING 1,300.00 SF $3.50 $4,550 20.00% 10.00% 30.00% $1,365 $5,915







40.08.12.993 FLAGGER 30.00DAY $750.00 $22,500 15.00% 15.00% 30.00% $6,750 $29,250

Sum

Average

8,694.00 $110,700

17.78% 11.67% 29.44%


Group 40.08.17


BALBOA AVE Contingency


40.08.17.120150 TEMPORARY PAVEMENT MARKING 160.00 SF $3.50 $560 20.00% 10.00% 30.00% $168 $728









Contingency

40.08.17.993 FLAGGER 310.00DAY $750.00 $232,500 15.00% 15.00% 30.00% $69,750 $302,250

Sum

Average

31,464.00 $637,910

17.78% 11.67% 29.44%


Group 40.08.18


TECOLOTE RD Contingency



40.08.18.993 FLAGGER 10.00DAY $750.00 $7,500 15.00% 15.00% 30.00% $2,250 $9,750

Sum

Average

40.00 $18,550

18.33% 15.00% 33.33%


Group 40.08.19


VOIGT DR/CAMPUS PT DR Contingency









40.08.19.993 FLAGGER 100.00DAY $750.00 $75,000 15.00% 15.00% 30.00% $22,500 $97,500

40.08.19120150 TEMPORARY PAVEMENT MARKING 150.00 SF $3.50 $525 20.00% 10.00% 30.00% $158 $683

Sum

Average

19,615.00 $319,975

17.50% 11.50% 29.00%


Group 40.08.20


SIXTH LANE/LYMAN AVE Contingency









Contingency



40.08.20.993 FLAGGER 80.00DAY $750.00 $60,000 15.00% 15.00% 30.00% $18,000 $78,000

Sum

Average

5,410.00 $205,815

17.78% 11.67% 29.44%


Group 40.08.22


I-5 AND I-5 RAMPS Contingency









40.08.22.993 FLAGGER 30.00DAY $750.00 $22,500 15.00% 15.00% 30.00% $6,750 $29,250

Sum

Average

51,715.00 $662,370

17.78% 11.67% 29.44%


Group 40.08.23


LA JOLLA COLONY DR Contingency


40.08.23.120150 TEMPORARY PAVEMENT MARKING 534.00 SF $3.50 $1,869 20.00% 10.00% 30.00% $561 $2,430







40.08.23.993 FLAGGER 200.00DAY $750.00 $150,000 15.00% 15.00% 30.00% $45,000 $195,000

Sum

Average

16,465.00 $378,819

17.78% 11.67% 29.44%




Contingency

Group 40.08.26


FRIARS RD Contingency










40.08.26.993 FLAGGER 280.00DAY $750.00 $210,000 15.00% 15.00% 30.00% $63,000 $273,000

Sum

Average

20,544.00 $495,925

17.50% 11.50% 29.00%


Group 40.08.27


NOBEL DR Contingency









40.08.27.993 FLAGGER 60.00DAY $750.00 $45,000 15.00% 15.00% 30.00% $13,500 $58,500

Sum

Average

4,808.00 $130,510

17.78% 11.67% 29.44%


Group 40.08.28


LA JOLLA VILLAGE DR Contingency

40.08.28.120161 TEMPORARY TRAFFIC STRIPE 1,000.00 LF $2.50 $2,500 20.00% 10.00% 30.00% $750 $3,250




Contingency




40.08.28.993 FLAGGER 20.00DAY $750.00 $15,000 15.00% 15.00% 30.00% $4,500 $19,500

Sum

Average

2,054.00 $65,100

19.17% 12.50% 31.67%


Group 40.08.29


MORENA BLVD Contingency


40.08.29.120150 TEMPORARY PAVEMENT MARKING 320.00 SF $3.50 $1,120 20.00% 10.00% 30.00% $336 $1,456







40.08.29.993 FLAGGER 200.00DAY $750.00 $150,000 15.00% 15.00% 30.00% $45,000 $195,000

Sum

Average

19,667.00 $546,320

17.78% 11.67% 29.44%


Group 40.08.31


GILMAN DR Contingency


40.08.31.120161 TEMPORARY TRAFFIC STRIPE 1,200.00 LF $2.50 $3,000 20.00% 10.00% 30.00% $900 $3,900







40.08.31.993 FLAGGER 40.00DAY $750.00 $30,000 15.00% 15.00% 30.00% $9,000 $39,000



Contingency

Sum

Average

3,498.00 $93,300

17.22% 11.67% 28.89%


Group 40.08.32


ROSE CANYON BIKE PATH Contingency



Sum

Average

25.00 $6,250

17.50% 10.00% 27.50%


Group 40.08.33


OCEAN BEACH BIKE PATH Contingency




40.08.33.994 SPECIAL HEIGHT LIMITATION WARNING TREATMENT FOR BIKE 2.00 EA $10,000.00 $20,000 15.00% 15.00% 30.00% $6,000 $26,000

Sum

Average

64.00 $32,675

16.25% 11.25% 27.50%


Group 40.08.34


OTHER BIKE LANE CLOSURES Contingency



Sum

Average

50.00 $60,000

15.00% 10.00% 25.00%


Group 40.08.35


UTILITY RELOCATIONS Contingency


40.08.35.993 FLAGGER 250.00DAY $750.00 $187,500 15.00% 15.00% 30.00% $56,250 $243,750

Sum

Average

500.00 $338,750

17.50% 17.50% 35.00%


Group 40.08.36


ROADWAYS S. OF OLD TOWN Contingency


40.08.36.993 FLAGGER 10.00DAY $750.00 $7,500 15.00% 15.00% 30.00% $2,250 $9,750

Sum

Average

20.00 $13,550

17.50% 17.50% 35.00%




Contingency

Group 40.08.40


TEMPORARY BMP (2%) Contingency

40.08.40 TEMPORARY BMP (2%) 1.00 LS $11,288,709.10 $11,288,709 0.00% 30.00% 30.00% $3,386,613 $14,675,322

Sum

Average

1.00 $11,288,709

0.00% 30.00% 30.00%


Sum

Average

335,218.00 $66,058,008

17.29% 11.92% 29.21%


Sum

Average

5,518,879.63 $155,510,710

13.18% 10.63% 23.81%


Section 50 SYSTEMS

Sub Section 50.01 TRAIN CONTROL AND SIGNALS

Group 50.01


TRAIN CONTROL AND SIGNALS Contingency

50.01.00 TEMPORARY RELOCATION OF SIGNAL (SHOOFLY) 1.00 LS $1,300,000.00 $1,300,000 0.00% 10.00% 10.00% $130,000 $1,430,000

50.01.01 ASH STREET 1.00 LS $260,000.00 $260,000 15.00% 10.00% 25.00% $65,000 $325,000

50.01.02 BEECH STREET 1.00 LS $260,000.00 $260,000 15.00% 10.00% 25.00% $65,000 $325,000

50.01.03 CEDAR STREET - ABS SIGNAL O045 1.00 LS $303,000.00 $303,000 15.00% 10.00% 25.00% $75,750 $378,750

50.01.05 ABS SIGNALS O086, O087, O088, O089 1.00 LS $456,000.00 $456,000 15.00% 10.00% 25.00% $114,000 $570,000

50.01.06 PALM STREET - ABS SIGNALS O121, O123 1.00 LS $328,000.00 $328,000 15.00% 10.00% 25.00% $82,000 $410,000

50.01.07 INTERLOCKING - O6 1.00 LS $1,151,000.00 $1,151,000 15.00% 10.00% 25.00% $287,750 $1,438,750

50.01.08 SASSAFRAS STREET - ABS SIGNALS O161, O162 1.00 LS $466,000.00 $466,000 15.00% 10.00% 25.00% $116,500 $582,500

50.01.09 ABS SIGNALS O191, O192, O193 1.00 LS $447,000.00 $447,000 15.00% 10.00% 25.00% $111,750 $558,750

50.01.10 WASHINGTON STREET 1.00 LS $366,000.00 $366,000 15.00% 10.00% 25.00% $91,500 $457,500

50.01.11 NOELL STREET - ABS SIGNALS O224, O225, O226 1.00 LS $476,000.00 $476,000 15.00% 10.00% 25.00% $119,000 $595,000


50.01.13 ABS SIGNAL O296, O297 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500

50.01.14 INTERLOCKING O14 1.00 LS $650,000.00 $650,000 15.00% 10.00% 25.00% $162,500 $812,500

50.01.15 INTERLOCKING 018 1.00 LS $650,000.00 $650,000 15.00% 10.00% 25.00% $162,500 $812,500

50.01.16 TAYLOR STREET 1.00 LS $366,000.00 $366,000 15.00% 10.00% 25.00% $91,500 $457,500

50.01.17 ABS SIGNAL M391 CHANGES 1.00 LS $53,000.00 $53,000 15.00% 10.00% 25.00% $13,250 $66,250

50.01.18 ABS SIGNAL M404, M405 1.00 LS $428,000.00 $428,000 15.00% 10.00% 25.00% $107,000 $535,000



Contingency

50.01.19 INTERLOCKING O22 1.00 LS $1,286,000.00 $1,286,000 15.00% 10.00% 25.00% $321,500 $1,607,500

50.01.20 ABS SIGNALS O402, O403, O 404, O405 1.00 LS $456,000.00 $456,000 15.00% 10.00% 25.00% $114,000 $570,000


50.01.22 ABS SIGNALS O452, O454 1.00 LS $402,000.00 $402,000 15.00% 10.00% 25.00% $100,500 $502,500


50.01.24 ABS SIGNALS O585, O587 1.00 LS $402,000.00 $402,000 15.00% 10.00% 25.00% $100,500 $502,500



50.01.27 ABS SIGNALS 0707, 0709 1.00 LS $402,000.00 $402,000 15.00% 10.00% 25.00% $100,500 $502,500





50.01.32 ABS SIGNAL O1035, O1036, O1037 1.00 LS $414,000.00 $414,000 15.00% 10.00% 25.00% $103,500 $517,500

50.01.33 ABS SIGNALS O1121, O1122 1.00 LS $402,000.00 $402,000 15.00% 10.00% 25.00% $100,500 $502,500

50.01.34 ABS SIGNALS O1132 1.00 LS $429,000.00 $429,000 15.00% 10.00% 25.00% $107,250 $536,250

50.01.35 ABS SIGNALS O1171, O1173 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500


50.01.37 ABS SIGNALS O1221, O1223 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500

50.01.38 ABS SIGNALS O1232, O1234 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500

50.01.39 ABS SIGNALS O1246, O1247 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500

50.01.40 ABS SIGNALS O1257, O1259 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500

50.01.41 ABS SIGNALS O1268, O1270 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500


50.01.43 ABS SIGNALS O1319, O1321 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500




50.01.47 ABS SIGNALS O1411, O1413 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500



Contingency


50.01.49 INTERLOCKING O66 REMOTE 1.00 LS $438,000.00 $438,000 15.00% 10.00% 25.00% $109,500 $547,500


50.01.51 CONTINGENCY FOR INTERLOCKING O8 1.00 LS $1,035,000.00 $1,035,000 0.00% 0.00% 0.00% $0 $1,035,000

Sum

Average

51.00 $29,839,000

14.41% 9.80% 24.22%


Group 50.01.100


TRAIN CONTROL AND SIGNALS (INFRASTRUCTURE) Contingency

50.01.100.01 PLATFORM (SIGNAL HOUSE AT RETAINING WALL) 1.00 LS $189,000.00 $189,000 15.00% 10.00% 25.00% $47,250 $236,250

50.01.100.02 PLATFORM (HOUSE AT BRIDGE) 1.00 LS $244,800.00 $244,800 15.00% 10.00% 25.00% $61,200 $306,000

50.01.100.03 PLATFORM (SIGNAL AT BRIDGE) 1.00 LS $63,000.00 $63,000 15.00% 10.00% 25.00% $15,750 $78,750

Sum

Average

3.00 $496,800

15.00% 10.00% 25.00%


Sum

Average

54.00 $30,335,800

14.44% 9.81% 24.26%


Sub Section 50.02 TRAFFIC SIGNALS AND CROSSING PROTECTION

Group 50.02.01


CEDAR/KETTNER TRAFFIC SIGNAL Contingency

50.02.01.2 SIGNAL MODIFICATION 1.00 LS $195,000.00 $195,000 0.00% 25.00% 25.00% $48,750 $243,750

Sum

Average

1.00 $195,000

0.00% 25.00% 25.00%


Group 50.02.02


CEDAR/PACIFIC HWY TRAFFIC SIGNAL Contingency


Sum

Average

1.00 $75,000

0.00% 25.00% 25.00%


Group 50.02.03


SASSAFRAS/PACIFIC HWY TRAFFIC SIGNALS Contingency


Sum

Average

1.00 $75,000

0.00% 25.00% 25.00%


Group 50.02.04


PACIFIC HWY/TAYLOR TRAFFIC SIGNAL Contingency




Contingency

Sum

Average

1.00 $220,000

0.00% 25.00% 25.00%


Group 50.02.05


W. MORENA/VEGA TRAFFIC SIGNAL Contingency


Sum

Average

1.00 $85,000

0.00% 25.00% 25.00%


Group 50.02.06


MORENA/INGULF TRAFFIC SIGNAL Contingency


Sum

Average

1.00 $105,000

0.00% 25.00% 25.00%


Group 50.02.07


MORENA/GESNER TRAFFIC SIGNAL Contingency


Sum

Average

1.00 $115,000

0.00% 25.00% 25.00%


Group 50.02.08


MORENA/BALBOA TRAFFIC SIGNAL Contingency

50.02.08.1 NEW TRAFFIC SIGNAL 1.00 LS $225,000.00 $225,000 0.00% 25.00% 25.00% $56,250 $281,250

50.02.08.3 TEMP. SIGNAL MODIFICATION (DURING CONST) 1.00 LS $150,000.00 $150,000 0.00% 25.00% 25.00% $37,500 $187,500

Sum

Average

2.00 $375,000

0.00% 25.00% 25.00%


Group 50.02.09


BALBOA STATION BUS ACCESS TRAFFIC SIGNAL Contingency

50.02.09.1 NEW TRAFFIC SIGNAL 1.00 LS $195,000.00 $195,000 0.00% 25.00% 25.00% $48,750 $243,750

Sum

Average

1.00 $195,000

0.00% 25.00% 25.00%


Group 50.02.10


NOBEL/I-5 TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $265,000

0.00% 25.00% 25.00%




Contingency

Group 50.02.11


LA JOLLA COLONY/I-5 TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $440,000

0.00% 25.00% 25.00%


Group 50.02.12


VOIGT/CAMPUS POINT TRAFFIC SIGNAL Contingency

50.02.12.2 SIGNAL MODIFICAITON 1.00 LS $155,000.00 $155,000 0.00% 25.00% 25.00% $38,750 $193,750


Sum

Average

2.00 $455,000

0.00% 25.00% 25.00%


Group 50.02.13


GENESEE/CAMPUS POINT TRAFFIC SIGNAL Contingency


Sum

Average

1.00 $60,000

0.00% 25.00% 25.00%


Group 50.02.14


GENESEE/REGENTS TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $315,000

0.00% 25.00% 25.00%


Group 50.02.15


GENESEE/EASTGATE MALL TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $565,000

0.00% 25.00% 25.00%


Group 50.02.16


GENESEE/EXECUTIVE DR TRAFFIC SIGNAL Contingency





Contingency

Sum

Average

2.00 $565,000

0.00% 25.00% 25.00%


Group 50.02.17


GENESEE/EXECUTIVE SQ TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $565,000

0.00% 25.00% 25.00%


Group 50.02.18


GENESEE/LA JOLLA VILLAGE TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $670,000

0.00% 25.00% 25.00%


Group 50.02.19


GENESEE/ESPLANADE TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $575,000

0.00% 25.00% 25.00%


Group 50.02.20


GENESEE/NOBEL TRAFFIC SIGNAL Contingency



Sum

Average

2.00 $230,000

0.00% 25.00% 25.00%


Sum

Average

31.00 $6,145,000

0.00% 25.00% 25.00%


Sub Section 50.03 TRACTION POWER SUBSTATIONS

Group 50.03.012


SUBSTATIONS 1 & 2 Contingency


50.03.012.02 REMOVE EXIST TPSS 1.00 EA $14,758.00 $14,758 0.00% 15.00% 15.00% $2,214 $16,972

50.03.012.04 REMOVE EXIST CL FENCE 48.00 LF $2.20 $106 15.00% 15.00% 30.00% $32 $137



Contingency

50.03.012.05 REMOVE EXIST GATE 1.00 EA $42.00 $42 15.00% 15.00% 30.00% $13 $55

50.03.012.08 REMOVE EXIST POLE FOUNDATION 2.00 EA $913.00 $1,826 15.00% 15.00% 30.00% $548 $2,374



50.03.012.100 UPGRADE POWER TO SUBSTATION 1.00 LS $200,000.00 $200,000 0.00% 30.00% 30.00% $60,000 $260,000

50.03.012.13 CONCRETE PAD 48.00 CY $571.00 $27,408 15.00% 15.00% 30.00% $8,222 $35,630

50.03.012.14 BAR REINFORCING STEEL 2,410.00 LB $1.00 $2,410 15.00% 15.00% 30.00% $723 $3,133


50.03.012.18 TPSS STAIRS AND LANDING 165.00 SF $24.00 $3,960 10.00% 15.00% 25.00% $990 $4,950

50.03.012.19 CLASS 2 AGGREGATE BASE 22.00 CY $45.00 $990 10.00% 10.00% 20.00% $198 $1,188

50.03.012.23 10' CL FENCE W/BARBED WIRE 66.00 LF $43.00 $2,838 15.00% 15.00% 30.00% $851 $3,689

50.03.012.26 DOUBLE SWING GATE (WIDTH PER PLANS) 1.00 EA $3,915.00 $3,915 15.00% 15.00% 30.00% $1,175 $5,090

50.03.012.27 CRUSHED ROCK 63.00 CY $45.00 $2,835 15.00% 15.00% 30.00% $851 $3,686

50.03.012.50 TPSS (1500kW) 2.00 EA $800,000.00 $1,600,000 0.00% 15.00% 15.00% $240,000 $1,840,000

50.03.012.54 #4/0 BARE COPPER WIRE 1,200.00 LF $1.80 $2,160 15.00% 15.00% 30.00% $648 $2,808

50.03.012.55 COPPER GROUND RODS 28.00 EA $250.00 $7,000 15.00% 15.00% 30.00% $2,100 $9,100

50.03.012.56 POSITIVE MANHOLE 8'X8' PRECAST W/IRON RACKS & PULLING IRO 2.00 EA $20,000.00 $40,000 10.00% 15.00% 25.00% $10,000 $50,000

50.03.012.57 NEGATIVE MANHOLE 8'X8' PRECAST W/IRON RACKS & PULLING IR 2.00 EA $20,000.00 $40,000 15.00% 15.00% 30.00% $12,000 $52,000

50.03.012.58 COMMUNICATION PULL BOX 5'X4' PRECAST W/IRON RACKS & PUL 2.00 EA $13,500.00 $27,000 15.00% 15.00% 30.00% $8,100 $35,100

50.03.012.59 SDG&E 12kV SERVICE MANHOLE 8'X8' 2.00 EA $20,000.00 $40,000 15.00% 15.00% 30.00% $12,000 $52,000

50.03.012.62 POSITIVE DC FEEDER - 1/C 500 kcmil 6,300.00 LF $31.00 $195,300 10.00% 15.00% 25.00% $48,825 $244,125

50.03.012.63 NEGATIVE DC FEEDER - 1/C 500 kcmil 2,100.00 LF $31.00 $65,100 10.00% 15.00% 25.00% $16,275 $81,375

50.03.012.65 POSITIVE DUCTBANK (6 - 4" PVC) 5,970.00 LF $161.00 $961,170 10.00% 15.00% 25.00% $240,293 $1,201,463

50.03.012.66 NEGATIVE DUCTBANK (4 - 4" PVC) 1,200.00 LF $161.00 $193,200 10.00% 15.00% 25.00% $48,300 $241,500

50.03.012.71 GENERAL SERVICE LIGHTING 5,663.00 SF $20.00 $113,260 15.00% 15.00% 30.00% $33,978 $147,238

Sum

Average

26,321.13 $3,559,304

11.61% 15.18% 26.79%


Group 50.03.03


SUBSTATION 3 Contingency




Contingency

50.03.03.02 REMOVE EXIST TPSS 1.00 EA $14,758.00 $14,758 0.00% 15.00% 15.00% $2,214 $16,972



50.03.03.08 REMOVE EXIST POLE FOUNDATION 2.00 EA $913.00 $1,826 15.00% 15.00% 30.00% $548 $2,374


50.03.03.11 ROADWAY EMBANKMENT 742.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0

50.03.03.13 CONCRETE PAD 24.00 CY $571.00 $13,704 15.00% 15.00% 30.00% $4,111 $17,815





50.03.03.23 10' CL FENCE W/BARBED WIRE 152.00 LF $43.00 $6,536 15.00% 15.00% 30.00% $1,961 $8,497


50.03.03.27 CRUSHED ROCK 37.00 CY $45.00 $1,665 15.00% 15.00% 30.00% $500 $2,165

50.03.03.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 15.00% 15.00% $120,000 $920,000

50.03.03.54 #4/0 BARE COPPER WIRE 600.00 LF $1.80 $1,080 15.00% 15.00% 30.00% $324 $1,404








50.03.03.65 POSITIVE DUCTBANK (6 - 4" PVC) 1,086.00 LF $161.00 $174,846 10.00% 15.00% 25.00% $43,712 $218,558

50.03.03.66 NEGATIVE DUCTBANK (4 - 4" PVC) 600.00 LF $161.00 $96,600 10.00% 15.00% 25.00% $24,150 $120,750


Sum

Average

10,746.07 $1,520,542

11.48% 15.00% 26.48%


Group 50.03.04





Contingency




50.03.04.13 CONCRETE PAD 24.00 CY $571.00 $13,704 15.00% 15.00% 30.00% $4,111 $17,815







50.03.04.27 CRUSHED ROCK 39.00 CY $45.00 $1,755 15.00% 15.00% 30.00% $527 $2,282

50.03.04.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 15.00% 15.00% $120,000 $920,000












Sum

Average

11,248.00 $1,596,141

11.74% 15.22% 26.96%


Group 50.03.05








Contingency

50.03.05.101 POWER TO SUBSTATION 1.00 LS $300,000.00 $300,000 0.00% 20.00% 20.00% $60,000 $360,000

50.03.05.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445






50.03.05.26 DOUBLE SWING GATE (WIDTH PER PLANS) 1.00 EA $3,915.00 $3,915 10.00% 10.00% 20.00% $783 $4,698

50.03.05.27 CRUSHED ROCK 39.00 CY $45.00 $1,755 10.00% 10.00% 20.00% $351 $2,106

50.03.05.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000


50.03.05.55 COPPER GROUND RODS 14.00 EA $250.00 $3,500 10.00% 10.00% 20.00% $700 $4,200






50.03.05.63 NEGATIVE DC FEEDER - 1/C 500 kcmil 960.00 LF $31.00 $29,760 10.00% 10.00% 20.00% $5,952 $35,712

50.03.05.64 TRANSFER TRIP CABLE - 12 STRAND SINGLE MODE FIBER BETWEEN 4,220.00 LF $8.50 $35,870 10.00% 10.00% 20.00% $7,174 $43,044



50.03.05.69 COMMUNICATIONS DUCTBANK (2 - 2" PVC) 4,210.00 LF $112.00 $471,520 10.00% 10.00% 20.00% $94,304 $565,824


Sum

Average

41,475.07 $3,176,106

9.42% 10.58% 20.00%


Group 50.03.06




50.03.06.09 ROADWAY EXCAVATION 35.00 CY $28.00 $980 10.00% 10.00% 20.00% $196 $1,176




Contingency


50.03.06.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445


50.03.06.15 COMMERCIAL DRIVEWAY (WIDTH PER PLANS) 2.00 EA $5,000.00 $10,000 10.00% 10.00% 20.00% $2,000 $12,000

50.03.06.16 HOT MIX ASPHALT (TYPE A) 9.00TON $102.00 $918 10.00% 10.00% 20.00% $184 $1,102



50.03.06.25 10' PICKET FENCE W/BARBED WIRE 194.00 LF $100.00 $19,400 10.00% 10.00% 20.00% $3,880 $23,280


50.03.06.27 CRUSHED ROCK 33.00 CY $45.00 $1,485 10.00% 10.00% 20.00% $297 $1,782

50.03.06.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000












50.03.06.69 COMMUNICATIONS DUCTBANK (2 - 2" PVC) 7,485.00 LF $112.00 $838,320 10.00% 10.00% 20.00% $167,664 $1,005,984


Sum

Average

27,638.07 $2,677,244

9.44% 10.56% 20.00%


Group 50.03.078


SUBSTATIONS 7 & 8 Contingency





Contingency

50.03.078.06 REMOVE EXIST STORM DRAIN 107.00 LF $37.00 $3,959 10.00% 10.00% 20.00% $792 $4,751




50.03.078.12 RETAINING WALL (TYPE H) 1,401.00 SF $117.00 $163,917 10.00% 10.00% 20.00% $32,783 $196,700

50.03.078.13 CONCRETE PAD 48.00 CY $571.00 $27,408 10.00% 10.00% 20.00% $5,482 $32,890





50.03.078.19 CLASS 2 AGGREGATE BASE 22.00 CY $45.00 $990 10.00% 10.00% 20.00% $198 $1,188




50.03.078.27 CRUSHED ROCK 71.00 CY $45.00 $3,195 10.00% 10.00% 20.00% $639 $3,834

50.03.078.50 TPSS (1500kW) 2.00 EA $800,000.00 $1,600,000 0.00% 10.00% 10.00% $160,000 $1,760,000

50.03.078.54 #4/0 BARE COPPER WIRE 1,200.00 LF $1.80 $2,160 10.00% 10.00% 20.00% $432 $2,592









50.03.078.65 POSITIVE DUCTBANK (6 - 4" PVC) 6,765.00 LF $161.00 $1,089,165 10.00% 10.00% 20.00% $217,833 $1,306,998


50.03.078.69 COMMUNICATIONS DUCTBANK (2 - 2" PVC) 8,935.00 LF $112.00 $1,000,720 10.00% 10.00% 20.00% $200,144 $1,200,864




Contingency

Sum

Average

56,058.14 $5,423,090

9.52% 10.48% 20.00%


Group 50.03.09







50.03.09.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445







50.03.09.27 CRUSHED ROCK 35.00 CY $45.00 $1,575 10.00% 10.00% 20.00% $315 $1,890

50.03.09.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000
















Contingency

Sum

Average

28,548.07 $2,931,457

9.42% 10.58% 20.00%


Group 50.03.10








50.03.10.12 RETAINING WALL (TYPE H) 261.00 SF $117.00 $30,537 10.00% 10.00% 20.00% $6,107 $36,644

50.03.10.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445








50.03.10.27 CRUSHED ROCK 46.00 CY $45.00 $2,070 10.00% 10.00% 20.00% $414 $2,484

50.03.10.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000










50.03.10.65 POSITIVE DUCTBANK (6 - 4" PVC) 810.00 LF $161.00 $130,410 10.00% 10.00% 20.00% $26,082 $156,492



Contingency


50.03.10.69 COMMUNICATIONS DUCTBANK (2 - 2" PVC) 9,510.00 LF $112.00 $1,065,120 10.00% 10.00% 20.00% $213,024 $1,278,144


Sum

Average

34,509.08 $2,826,225

9.48% 10.52% 20.00%


Group 50.03.11





50.03.11.10 HAUL AND DISPOSE 1,041.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0


50.03.11.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445







50.03.11.27 CRUSHED ROCK 39.00 CY $45.00 $1,755 10.00% 10.00% 20.00% $351 $2,106

50.03.11.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000













Contingency




Sum

Average

29,051.07 $2,494,356

9.42% 10.58% 20.00%


Group 50.03.12








50.03.12.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445







50.03.12.27 CRUSHED ROCK 38.00 CY $45.00 $1,710 10.00% 10.00% 20.00% $342 $2,052

50.03.12.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000







50.03.12.60 3'L X 3'W X 2'D FIBERGLASS PULLBOX (SURFACE MOUNTED) 1.00 EA $600.00 $600 10.00% 10.00% 20.00% $120 $720

50.03.12.61 4'L X 4'W X 2'D FIBERGLASS PULLBOX (SURFACE MOUNTED) 2.00 EA $750.00 $1,500 10.00% 10.00% 20.00% $300 $1,800




Contingency





50.03.12.67 EXPOSED - POSITIVE CONDUITS (3 - 4" GRS) 501.00 LF $165.00 $82,665 10.00% 10.00% 20.00% $16,533 $99,198

50.03.12.68 EXPOSED - NEGATIVE CONDUITS (4 - 4" GRS) 364.00 LF $213.00 $77,532 10.00% 10.00% 20.00% $15,506 $93,038



Sum

Average

21,296.07 $2,179,617

9.52% 10.48% 20.00%


Group 50.03.13








50.03.13.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445







50.03.13.27 CRUSHED ROCK 34.00 CY $45.00 $1,530 10.00% 10.00% 20.00% $306 $1,836

50.03.13.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000







Contingency










50.03.13.67 EXPOSED - POSITIVE CONDUITS (3 - 4" GRS) 1,050.00 LF $165.00 $173,250 10.00% 10.00% 20.00% $34,650 $207,900




Sum

Average

31,199.07 $2,687,897

9.52% 10.48% 20.00%


Group 50.03.14




50.03.14.07 REMOVE EXIST TREE 4.00 EA $200.00 $800 20.00% 10.00% 30.00% $240 $1,040

50.03.14.08 REMOVE EXIST POLE FOUNDATION 1.00 EA $913.00 $913 15.00% 15.00% 30.00% $274 $1,187




50.03.14.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445









Contingency

50.03.14.27 CRUSHED ROCK 45.00 CY $45.00 $2,025 10.00% 10.00% 20.00% $405 $2,430

50.03.14.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000


















Sum

Average

40,937.09 $2,744,010

10.00% 10.63% 20.63%


Group 50.03.15




50.03.15.02 REMOVE EXIST DRAINAGE DITCH 85.00 LF $20.00 $1,700 10.00% 10.00% 20.00% $340 $2,040



50.03.15.07 REMOVE EXIST TREE 6.00 EA $200.00 $1,200 20.00% 10.00% 30.00% $360 $1,560





Contingency



50.03.15.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445






50.03.15.20 RELOCATE EXIST GATE 1.00 EA $80.00 $80 10.00% 10.00% 20.00% $16 $96


50.03.15.23 10' CL FENCE W/BARBED WIRE 103.00 LF $43.00 $4,429 10.00% 10.00% 20.00% $886 $5,315


50.03.15.27 CRUSHED ROCK 47.00 CY $45.00 $2,115 10.00% 10.00% 20.00% $423 $2,538

50.03.15.30 CONCRETE LINED DRAINAGE DITCH 70.00 LF $27.00 $1,890 10.00% 10.00% 20.00% $378 $2,268

50.03.15.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000

















Contingency




Sum

Average

33,328.13 $3,247,636

9.87% 10.38% 20.26%


Group 50.03.16




50.03.16.07 REMOVE EXIST TREE 3.00 EA $200.00 $600 20.00% 10.00% 30.00% $180 $780


50.03.16.10 HAUL AND DISPOSE 1,394.00 CY $0.00 $0 10.00% 10.00% 20.00% $0 $0



50.03.16.13 CONCRETE PAD 24.00 CY $571.00 $13,704 10.00% 10.00% 20.00% $2,741 $16,445








50.03.16.27 CRUSHED ROCK 35.00 CY $45.00 $1,575 10.00% 10.00% 20.00% $315 $1,890

50.03.16.50 TPSS (1500kW) 1.00 EA $800,000.00 $800,000 0.00% 10.00% 10.00% $80,000 $880,000










Contingency









Sum

Average

14,713.07 $1,845,844

9.84% 10.48% 20.32%


Sum

Average

407,068.13 $38,909,467

9.99% 11.40% 21.39%


Sub Section 50.04 TRACTION POWER DISTRIBUTION

Group 50.04


TRACTION POWER DISTRIBUTION Contingency

50.04.01 TAPERED TUBULAR POLE ASSEMBLY - STANDARD POLE (13" DIA. 2 269.00 EA $2,296.00 $617,624 10.00% 15.00% 25.00% $154,406 $772,030

50.04.02 TAPERED TUBULAR POLE ASSEMBLY - HEADSPAN/2 TRACK POLE (1 1.00 EA $4,029.00 $4,029 10.00% 15.00% 25.00% $1,007 $5,036

50.04.03 TAPERED TUBULAR POLE ASSEMBLY - FEEDER POLE (15" DIA. 26' L 26.00 EA $5,778.00 $150,228 10.00% 15.00% 25.00% $37,557 $187,785

50.04.04 TAPERED TUBULAR POLE ASSEMBLY - COUTERWEIGHT POLE (15" D 70.00 EA $6,325.00 $442,750 10.00% 15.00% 25.00% $110,688 $553,438

50.04.05 TAPERED TUBULAR POLE ASSEMBLY - FIXED END/MIDPOINT/OVER 115.00 EA $3,730.00 $428,950 10.00% 15.00% 25.00% $107,238 $536,188

50.04.06 OCS FOUNDATION ASSEMBLY (36" DIA.; AVG 12' DEPTH) - STANDA 132.00 EA $5,000.00 $660,000 10.00% 15.00% 25.00% $165,000 $825,000

50.04.07 OCS FOUNDATION ASSEMBLY (36" DIA.; AVG 12' DEPTH) - HEADSP 1.00 EA $5,000.00 $5,000 10.00% 15.00% 25.00% $1,250 $6,250

50.04.08 OCS FOUNDATION ASSEMBLY (36" DIA.; AVG 12' DEPTH) - FEEDER 15.00 EA $5,000.00 $75,000 10.00% 15.00% 25.00% $18,750 $93,750

50.04.09 OCS FOUNDATION ASSEMBLY (36" DIA.; AVG 12' DEPTH) - COUNTE 42.00 EA $5,000.00 $210,000 10.00% 15.00% 25.00% $52,500 $262,500

50.04.10 OCS FOUNDATION ASSEMBLY (36" DIA.; AVG 12' DEPTH) - FIXED E 73.00 EA $5,000.00 $365,000 10.00% 15.00% 25.00% $91,250 $456,250

50.04.11 CANTILEVER ASSEMBLY - LIGHT & MEDIUM LOAD 831.00 EA $2,627.00 $2,183,037 10.00% 15.00% 25.00% $545,759 $2,728,796

50.04.12 CANTILEVER ASSEMBLY - HEAVY LOAD 171.00 EA $3,152.00 $538,992 10.00% 15.00% 25.00% $134,748 $673,740

50.04.14 HEADSPAN ASSEMBLY 4.00 EA $6,304.00 $25,216 10.00% 15.00% 25.00% $6,304 $31,520

50.04.15 PULL OFF ASSEMBLY (NOT USED) 1.00 EA $3,152.00 $3,152 10.00% 15.00% 25.00% $788 $3,940

50.04.16 DOWN GUY ASSEMBLY 128.00 EA $3,152.00 $403,456 10.00% 15.00% 25.00% $100,864 $504,320



Contingency

50.04.17 DOWN GUY FOUNDATION ASSEMBLY 77.00 EA $5,000.00 $385,000 10.00% 15.00% 25.00% $96,250 $481,250

50.04.18 FIXED TERMINATION ASSEMBLY 17.00 EA $3,677.00 $62,509 10.00% 15.00% 25.00% $15,627 $78,136

50.04.19 COUNTERWEIGHT ASSEMBLY 21.00 EA $10,506.00 $220,626 10.00% 15.00% 25.00% $55,157 $275,783

50.04.20 CONTACT BRIDGE ASSEMBLY 36.00 EA $315.00 $11,340 10.00% 15.00% 25.00% $2,835 $14,175

50.04.21 SECTION INSULATOR ASSEMBLY 80.00 EA $6,304.00 $504,320 10.00% 15.00% 25.00% $126,080 $630,400

50.04.22 MANUAL DISCONNECT SWITCH ASSEMBLY 74.00 EA $9,455.00 $699,670 10.00% 15.00% 25.00% $174,918 $874,588

50.04.23 FEEDER TAP ASSEMBLY 46.00 EA $1,051.00 $48,346 10.00% 15.00% 25.00% $12,087 $60,433

50.04.24 LIGHTNING ARRESTER ASSEMBLY 46.00 EA $2,101.00 $96,646 10.00% 15.00% 25.00% $24,162 $120,808

50.04.25 MIDPOINT ASSEMBLY 18.00 EA $2,627.00 $47,286 10.00% 15.00% 25.00% $11,822 $59,108

50.04.26 POLE GROUNDING 481.00 EA $525.00 $252,525 10.00% 15.00% 25.00% $63,131 $315,656

50.04.27 FULL FEED JUMPER ASSEMBLY 73.00 EA $315.00 $22,995 10.00% 15.00% 25.00% $5,749 $28,744

50.04.28 UNDER BRIDGE SUPPORT ASSEMBLY 6.00 EA $840.00 $5,040 10.00% 15.00% 25.00% $1,260 $6,300

50.04.29 IN-SPAN JUMPER 337.00 EA $263.00 $88,631 10.00% 15.00% 25.00% $22,158 $110,789

50.04.30 HANGER SET 1,092.00 EA $1,051.00 $1,147,692 10.00% 15.00% 25.00% $286,923 $1,434,615

50.04.31 DOUBLE MW FIXED TERMINATION ASSEMBLY 44.00 EA $3,152.00 $138,688 10.00% 15.00% 25.00% $34,672 $173,360

50.04.32 DOUBLE MW COUNTERWEIGHT ASSEMBLY 52.00 EA $15,759.00 $819,468 10.00% 15.00% 25.00% $204,867 $1,024,335

50.04.33 MESSENGER WIRE 190,349.00 LF $19.00 $3,616,631 10.00% 15.00% 25.00% $904,158 $4,520,789

50.04.34 CONTACT WIRE 141,315.00 LF $11.00 $1,554,465 10.00% 15.00% 25.00% $388,616 $1,943,081

50.04.35 REMOVE EXISTING OCS STRUCTURE 2.00 EA $2,101.00 $4,202 10.00% 15.00% 25.00% $1,051 $5,253

50.04.37 EQUALIZING JUMPER 23.00 EA $210.00 $4,830 10.00% 15.00% 25.00% $1,208 $6,038

50.04.38 EXISTING GL OCS TRANSITION/MODIFICATION 1.00 LS $21,012.00 $21,012 10.00% 15.00% 25.00% $5,253 $26,265

50.04.50.01 BRIDGE SOFFIT MANHOLE 1.00 LS $72,000.00 $72,000 15.00% 15.00% 30.00% $21,600 $93,600

50.04.50.02 REMOVAL OF LOST DECK 1.00 LS $36,000.00 $36,000 15.00% 15.00% 30.00% $10,800 $46,800

50.04.50.03.01 PARALLEL FEEDER - 3-500 KCMIL CABLES (UCSD WEST ZONE) 8,280.00 LF $93.00 $770,040 15.00% 15.00% 30.00% $231,012 $1,001,052

50.04.50.03.02 INTERMEDIATE RISER, 1-500 KCMIL CABLE (UCSD WEST ZONE) 1,350.00 LF $31.00 $41,850 15.00% 15.00% 30.00% $12,555 $54,405

50.04.50.03.03 SPLICE KITS - INSULATED (UCSD WEST ZONE) 30.00 EA $100.00 $3,000 15.00% 15.00% 30.00% $900 $3,900

50.04.50.03.04 LONGITUDINAL CABLE TRAY (UCSD WEST ZONE) 2,580.00 LF $50.00 $129,000 15.00% 15.00% 30.00% $38,700 $167,700

50.04.50.03.05 LATERAL CABLE TRAY (UCSD WEST ZONE) 255.00 LF $50.00 $12,750 15.00% 15.00% 30.00% $3,825 $16,575

50.04.50.04.01 PARALLEL FEEDER - 3-500 KCMIL CABLES (UCSD EAST ZONE) 7,014.00 LF $93.00 $652,302 15.00% 15.00% 30.00% $195,691 $847,993



Contingency

50.04.50.04.02 INTERMEDIATE RISER, 1-500 KCMIL CABLE (UCSD EAST ZONE) 990.00 LF $31.00 $30,690 15.00% 15.00% 30.00% $9,207 $39,897

50.04.50.04.03 SPLICE KITS - INSULATED (UCSD EAST ZONE) 22.00 EA $100.00 $2,200 15.00% 15.00% 30.00% $660 $2,860

50.04.50.04.04 LONGITUDINAL CABLE TRAY (UCSD EAST ZONE) 2,158.00 LF $50.00 $107,900 15.00% 15.00% 30.00% $32,370 $140,270

50.04.50.04.05 LATERAL CABLE TRAY (UCSD EAST ZONE) 195.00 LF $50.00 $9,750 15.00% 15.00% 30.00% $2,925 $12,675

Sum

Average

358,945.00 $17,731,838

11.25% 15.00% 26.25%


Sum

Average

358,945.00 $17,731,838

11.25% 15.00% 26.25%


Sub Section 50.05 COMMUNICATIONS

Group 50.05.01


COMMUNICATIONS (TECOLOTE STATION) Contingency

50.05.01.100 INTRUSION ALARMS FOR TICKET VENDING MACHINES 4.00 EA $150.00 $600 15.00% 15.00% 30.00% $180 $780

50.05.01.101 PLATFORM PTZ CAMERAS @ 75 FEET PER PLATFORM 10.00 EA $3,000.00 $30,000 15.00% 15.00% 30.00% $9,000 $39,000

50.05.01.102 PARKING LOT PTZ CAMERAS 4.00 EA $2,500.00 $10,000 15.00% 15.00% 30.00% $3,000 $13,000

50.05.01.103 VARIABLE MESSAGE SIGNS (INC. SUPPORTS) 4.00 EA $5,000.00 $20,000 15.00% 15.00% 30.00% $6,000 $26,000

50.05.01.104 BIDIRECTIONAL SPEAKERS@ 40FEET PER PLATFORM 18.00 EA $350.00 $6,300 15.00% 15.00% 30.00% $1,890 $8,190

50.05.01.105 AMBIENT NOISE SENSORS 4.00 EA $500.00 $2,000 15.00% 15.00% 30.00% $600 $2,600

50.05.01.106 SMOKE DETECTORS - TC&C ROOM 1.00 EA $200.00 $200 0.00% 15.00% 15.00% $30 $230

50.05.01.107 4 -1" CONDUITS PER PLATFORM FROM DEVICES TO TC&C ROOM 2,880.00 LF $38.00 $109,440 15.00% 15.00% 30.00% $32,832 $142,272

50.05.01.108 2" CONDUIT FROM MICRODUCTBANK TO TC&C ROOM 100.00 LF $29.50 $2,950 15.00% 15.00% 30.00% $885 $3,835

50.05.01.109 CAT5E CABLE FOR CCTV CAMERAS 2,400.00 LF $1.30 $3,120 15.00% 15.00% 30.00% $936 $4,056

50.05.01.110 RS-485 CABLE FOR VMS 720.00 LF $1.50 $1,080 15.00% 15.00% 30.00% $324 $1,404

50.05.01.111 3# 10 AWG VMS POWER CABLE 720.00 LF $3.00 $2,160 15.00% 15.00% 30.00% $648 $2,808

50.05.01.112 2PR# 14 CABLE FOR SPEAKERS 720.00 LF $2.15 $1,548 15.00% 15.00% 30.00% $464 $2,012

50.05.01.200 COMMUNICATION EQUIPMENT RACKS (24"X24"X72" H) 6.00 EA $500.00 $3,000 15.00% 15.00% 30.00% $900 $3,900

50.05.01.201 FIRE ALARM PANEL 1.00 EA $5,000.00 $5,000 15.00% 15.00% 30.00% $1,500 $6,500

50.05.01.202 INTRUSION CONTROL PANEL 1.00 EA $2,500.00 $2,500 15.00% 15.00% 30.00% $750 $3,250

50.05.01.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050

50.05.01.204 EXTERNAL BATTERIES 1.00 EA $120,000.00 $120,000 15.00% 15.00% 30.00% $36,000 $156,000

50.05.01.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475



Contingency

50.05.01.206 FIBER DISTRIBUTION PANEL 1.00 EA $400.00 $400 15.00% 15.00% 30.00% $120 $520

50.05.01.207 FIBER SLACK ENCLOSURE 1.00 EA $900.00 $900 15.00% 15.00% 30.00% $270 $1,170

50.05.01.208 MAIN DISTRIBUTION FRAME 1.00 EA $12,693.00 $12,693 15.00% 15.00% 30.00% $3,808 $16,501

50.05.01.209 CISCO NETWORK SWITCH 1.00 EA $25,000.00 $25,000 15.00% 15.00% 30.00% $7,500 $32,500

50.05.01.210 VIDEO SURVEILLANCE ENCODING SERVER 1.00 EA $5,000.00 $5,000 15.00% 15.00% 30.00% $1,500 $6,500

50.05.01.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101

50.05.01.212 NETWORK VIDEO RECORDER 1.00 EA $4,500.00 $4,500 15.00% 15.00% 30.00% $1,350 $5,850

50.05.01.213 MEDIA CONVERTER 1.00 EA $700.00 $700 15.00% 15.00% 30.00% $210 $910

50.05.01.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068

50.05.01.216 STATION CONTROLLER 1.00 EA $1,600.00 $1,600 15.00% 15.00% 30.00% $480 $2,080

50.05.01.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.01.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195

50.05.01.219 RADIO REPEATER 1.00 EA $3,800.00 $3,800 15.00% 15.00% 30.00% $1,140 $4,940

Sum

Average

7,610.00 $421,759

14.53% 15.00% 29.53%


Group 50.05.02


COMMUNICATIONS (CLAIREMONT STATION) Contingency
















Contingency




50.05.02.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.02.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475






50.05.02.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.02.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.02.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.02.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195


Sum

Average

7,610.00 $421,759

14.53% 15.00% 29.53%


Group 50.05.03


COMMUNICATIONS (BALBOA STATION) Contingency










Contingency










50.05.03.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.03.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475






50.05.03.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.03.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.03.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.03.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195


Sum

Average

7,610.00 $421,759

14.53% 15.00% 29.53%


Group 50.05.04


COMMUNICATIONS (NOBEL STATION) Contingency




Contingency









50.05.04.108 2" CONDUIT TO TC&C ROOM 200.00 LF $29.50 $5,900 15.00% 15.00% 30.00% $1,770 $7,670





50.05.04.114 EMERGENCY TELEPHONES 4.00 EA $2,635.00 $10,540 15.00% 15.00% 30.00% $3,162 $13,702




50.05.04.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.04.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475






50.05.04.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.04.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068



Contingency


50.05.04.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.04.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195


50.05.04.220 EMERGENCY MANAGEMENT PANEL (EMP) 1.00 EA $30,000.00 $30,000 15.00% 15.00% 30.00% $9,000 $39,000

Sum

Average

7,736.00 $472,149

14.57% 15.00% 29.57%


Group 50.05.05


COMMUNICATIONS (VA MEDICAL CENTER STATION) Contingency


















50.05.05.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.05.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475




Contingency





50.05.05.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.05.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.05.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.05.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195



Sum

Average

7,718.00 $465,849

14.56% 15.00% 29.56%


Group 50.05.06


COMMUNICATIONS (UCSD WEST STATION) Contingency
















Contingency

50.05.06.113 UNIVERSITY SECURITY BLUE LIGHT STATION 4.00 EA $3,500.00 $14,000 15.00% 15.00% 30.00% $4,200 $18,200





50.05.06.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.06.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475






50.05.06.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.06.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.06.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.06.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195



Sum

Average

7,722.00 $479,849

14.57% 15.00% 29.57%


Group 50.05.07


COMMUNICATIONS (UCSD EAST STATION) Contingency







Contingency










50.05.07.113 UNIVERSITY SECURITY BLUE LIGHT STATION 4.00 EA $3,500.00 $14,000 15.00% 15.00% 30.00% $4,200 $18,200





50.05.07.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.07.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475






50.05.07.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.07.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.07.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.07.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195



Contingency



Sum

Average

7,722.00 $479,849

14.57% 15.00% 29.57%


Group 50.05.08


COMMUNICATIONS (EXECUTIVE STATION) Contingency


















50.05.08.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.08.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475







Contingency


50.05.08.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.08.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.08.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.08.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195



Sum

Average

7,718.00 $465,849

14.56% 15.00% 29.56%


Group 50.05.09


COMMUNICATIONS (UTC STATION) Contingency



















Contingency


50.05.09.203 UPS UNIT 1.00 EA $28,500.00 $28,500 15.00% 15.00% 30.00% $8,550 $37,050


50.05.09.205 BY PASS SWITCH 1.00 EA $5,750.00 $5,750 15.00% 15.00% 30.00% $1,725 $7,475






50.05.09.211 CCTV SWITCH 1.00 EA $4,693.00 $4,693 15.00% 15.00% 30.00% $1,408 $6,101



50.05.09.214 RTU CPU 1.00 EA $6,975.00 $6,975 15.00% 15.00% 30.00% $2,093 $9,068


50.05.09.217 PA AMPLIFIER 2.00 EA $600.00 $1,200 15.00% 15.00% 30.00% $360 $1,560

50.05.09.218 MICROPHONE 1.00 EA $150.00 $150 15.00% 15.00% 30.00% $45 $195



Sum

Average

7,718.00 $465,849

14.56% 15.00% 29.56%


Group 50.05.10


COMMUNICATIONS (SUBSTATIONS) Contingency

50.05.10.00.01 MICRO DUCTBANK 43,300.00 LF $4.30 $186,190 15.00% 15.00% 30.00% $55,857 $242,047

50.05.10.00.02 MICRO DUCTBANK - REDUNDANT PATH 43,300.00 LF $4.30 $186,190 15.00% 15.00% 30.00% $55,857 $242,047

50.05.10.00.03 2" CONDUIT (AERIAL STRUCTURE) 21,450.00 LF $25.00 $536,250 15.00% 15.00% 30.00% $160,875 $697,125

50.05.10.00.04 2" CONDUIT (AERIAL STRUCTURE) - REDUNDANT PATH 21,450.00 LF $29.50 $632,775 15.00% 15.00% 30.00% $189,833 $822,608

50.05.10.00.05 144 STRAND BACKBONE SINGLE MODE FIBER 64,750.00 LF $6.50 $420,875 15.00% 15.00% 30.00% $126,263 $547,138

50.05.10.00.06 144 STRAND BACKBONE SINGLE MODE FIBER - REDUNDANT PATH 64,750.00 LF $8.15 $527,713 15.00% 15.00% 30.00% $158,314 $686,026

50.05.10.012.07 2" CONDUIT 500.00 LF $29.50 $14,750 15.00% 15.00% 30.00% $4,425 $19,175

50.05.10.012.08 12 STRAND SINGLE MODE FIBER 500.00 LF $5.00 $2,500 15.00% 15.00% 30.00% $750 $3,250



Contingency

50.05.10.03.07 2" CONDUIT 940.00 LF $29.50 $27,730 15.00% 15.00% 30.00% $8,319 $36,049

50.05.10.03.08 12 STRAND SINGLE MODE FIBER 940.00 LF $5.00 $4,700 15.00% 15.00% 30.00% $1,410 $6,110

50.05.10.04.07 2" CONDUIT 1,880.00 LF $29.50 $55,460 15.00% 15.00% 30.00% $16,638 $72,098

50.05.10.04.08 12 STRAND SINGLE MODE FIBER 1,880.00 LF $5.00 $9,400 15.00% 15.00% 30.00% $2,820 $12,220

50.05.10.05.07 2" CONDUIT 200.00 LF $29.50 $5,900 15.00% 15.00% 30.00% $1,770 $7,670



50.05.10.06.07 2" CONDUIT 210.00 LF $29.50 $6,195 15.00% 15.00% 30.00% $1,859 $8,054


50.05.10.078.07 2" CONDUIT 50.00 LF $29.50 $1,475 15.00% 15.00% 30.00% $443 $1,918

50.05.10.078.08 12 STRAND SINGLE MODE FIBER 50.00 LF $5.00 $250 15.00% 15.00% 30.00% $75 $325

50.05.10.09.07 2" CONDUIT 50.00 LF $29.50 $1,475 15.00% 15.00% 30.00% $443 $1,918



50.05.10.10.07 2" CONDUIT 50.00 LF $29.50 $1,475 15.00% 15.00% 30.00% $443 $1,918



50.05.10.11.07 2" CONDUIT 2,000.00 LF $29.50 $59,000 15.00% 15.00% 30.00% $17,700 $76,700



50.05.10.12.07 2" CONDUIT 970.00 LF $29.50 $28,615 15.00% 15.00% 30.00% $8,585 $37,200


50.05.10.13.07 2" CONDUIT 480.00 LF $29.50 $14,160 15.00% 15.00% 30.00% $4,248 $18,408


50.05.10.14.07 2" CONDUIT 720.00 LF $29.50 $21,240 15.00% 15.00% 30.00% $6,372 $27,612


50.05.10.15.07 2" CONDUIT 1,000.00 LF $29.50 $29,500 15.00% 15.00% 30.00% $8,850 $38,350


50.05.10.16.07 2" CONDUIT 690.00 LF $29.50 $20,355 15.00% 15.00% 30.00% $6,107 $26,462



Contingency


Sum

Average

318,300.00 $3,011,186

15.00% 15.00% 30.00%


Sum

Average

387,464.00 $7,105,857

14.60% 15.00% 29.60%


Sub Section 50.06 FARE COLLECTION SYSTEM AND EQUIPMENT

Group 50.06


FARE COLLECTION SYSTEM AND EQUIPMENT Contingency

50.06.01 TICKET VENDING MACHINES (TVM) 20.00 EA $140,000.00 $2,800,000 15.00% 15.00% 30.00% $840,000 $3,640,000

50.06.02 PAID CARD INTERFACE DEVICES (PCID) 29.00 EA $20,000.00 $580,000 15.00% 15.00% 30.00% $174,000 $754,000

Sum

Average

49.00 $3,380,000

15.00% 15.00% 30.00%


Sum

Average

49.00 $3,380,000

15.00% 15.00% 30.00%


Sub Section 50.07 CENTRAL CONTROL

Group 50.07


CENTRAL CONTROL Contingency

50.07 CENTRAL CONTROL 1.00 LS $1,000,000.00 $1,000,000 15.00% 15.00% 30.00% $300,000 $1,300,000

Sum

Average

1.00 $1,000,000

15.00% 15.00% 30.00%

$300,000 $1,300,000Summary for Group: 50.07

Sum

Average

1.00 $1,000,000

15.00% 15.00% 30.00%


Sub Section 50.08 EXISTING SYSTEM UPDATES (SYSTEM WIDE)

Group 50.08


EXISTING SYSTEM UPDATES (SYSTEM WIDE) Contingency

50.08.01 UPDATES TO COMPUTER SYSTEM AT CENTRAL CONTROL FOR CMS 1.00 LS $200,000.00 $200,000 0.00% 15.00% 15.00% $30,000 $230,000

50.08.02 UPDATES TO MAPS AT EXISTING STATIONS/FACILITIES 1.00 LS $121,500.00 $121,500 15.00% 15.00% 30.00% $36,450 $157,950

50.08.03 UPDATES TO MAPS IN EXISTING FLEET 1.00 LS $1,029,120.00 $1,029,120 15.00% 15.00% 30.00% $308,736 $1,337,856

Sum

Average

3.00 $1,350,620

10.00% 15.00% 25.00%


Sum

Average

3.00 $1,350,620

10.00% 15.00% 25.00%




Contingency

Sum

Average

1,153,615.13 $105,958,581

11.77% 13.38% 25.15%


Section 60 ROW, LAND, EXISTING IMPROVEMENTS

Sub Section 60.01 PURCHASE OR LEASE REAL ESTATE

Group 60.01


PURCHASE OR LEASE REAL ESTATE Contingency

60.01 PURCHASE OR LEASE REAL ESTATE 1.00 LS $71,432,073.00 $71,432,073 0.00% 73.11% 73.11% $52,224,425 $123,656,498

Sum

Average

1.00 $71,432,073

0.00% 73.11% 73.11%


Sum

Average

1.00 $71,432,073

0.00% 73.11% 73.11%


Sub Section 60.02 RELOCATION OF EXISTIN HOUSEHOLDS AND BUSINESSES

Group 60.02


RELOCATION OF EXISTIN HOUSEHOLDS AND BUSINESSES Contingency

60.02 RELOCATION OF EXISTIN HOUSEHOLDS AND BUSINESSES 1.00 LS $2,000,000.00 $2,000,000 0.00% 15.00% 15.00% $300,000 $2,300,000

Sum

Average

1.00 $2,000,000

0.00% 15.00% 15.00%


Sum

Average

1.00 $2,000,000

0.00% 15.00% 15.00%


Sub Section 60.03 PRIOR ACQUISITION

Group 60.03


PRIOR ACQUISITION Contingency

60.03 PRIOR ACQUISITION 1.00 LS $19,996,580.00 $19,996,580 0.00% 0.00% 0.00% $0 $19,996,580

Sum

Average

1.00 $19,996,580

0.00% 0.00% 0.00%

$0 $19,996,580Summary for Group: 60.03

Sum

Average

1.00 $19,996,580

0.00% 0.00% 0.00%

$0 $19,996,580Summary for Sub Section: 60.03

Sum

Average

3.00 $93,428,653

0.00% 29.37% 29.37%


Section 70 VEHICLES

Sub Section 70.01 LIGHT RAIL

Group 70.01


LIGHT RAIL Contingency

70.01 LIGHT RAIL 36.00 EA $4,090,922.00 $147,273,192 0.00% 5.00% 5.00% $7,363,660 $154,636,852



Contingency

Sum

Average

36.00 $147,273,192

0.00% 5.00% 5.00%


Sum

Average

36.00 $147,273,192

0.00% 5.00% 5.00%


Sub Section 70.07 SPARE PARTS

Group 70.07


SPARE PARTS Contingency

70.07 SPARE PARTS 1.00 LS $14,385,600.00 $14,385,600 0.00% 5.00% 5.00% $719,280 $15,104,880

Sum

Average

1.00 $14,385,600

0.00% 5.00% 5.00%


Sum

Average

1.00 $14,385,600

0.00% 5.00% 5.00%


Sum

Average

37.00 $161,658,792

0.00% 5.00% 5.00%


Section 80 PROFESSIONAL SERVICES

Sub Section 80.01 PRELIMINARY ENGINEERING

Group 80.01


PRELIMINARY ENGINEERING Contingency

80.01 PRELIMINARY ENGINEERING 1.00 LS $80,000,000.00 $80,000,000 0.00% 20.00% 20.00% $16,000,000 $96,000,000

Sum

Average

1.00 $80,000,000

0.00% 20.00% 20.00%


Sum

Average

1.00 $80,000,000

0.00% 20.00% 20.00%


Sub Section 80.02 FINAL DESIGN

Group 80.02


FINAL DESIGN Contingency

80.02 FINAL DESIGN 1.00 LS $35,000,000.00 $35,000,000 0.00% 20.00% 20.00% $7,000,000 $42,000,000

Sum

Average

1.00 $35,000,000

0.00% 20.00% 20.00%


Sum

Average

1.00 $35,000,000

0.00% 20.00% 20.00%


Sub Section 80.03 PROJECT MANAGEMENT FOR DESIGN & CONSTRUCTION

Group 80.03


PROJECT MANAGEMENT FOR DESIGN & CONSTRUCTION Contingency



Contingency

80.03 PROJECT MANAGEMENT FOR DESIGN & CONSTRUCTION (5%) 1.00 LS $30,986,370.75 $30,986,371 0.00% 20.00% 20.00% $6,197,274 $37,183,645

Sum

Average

1.00 $30,986,371

0.00% 20.00% 20.00%


Sum

Average

1.00 $30,986,371

0.00% 20.00% 20.00%


Sub Section 80.04 CONSTRUCTION ADMINISTRATION AND MANAGEMENT (10%)

Group 80.04


CONSTRUCTION ADMINISTRATION AND MANAGEMENT Contingency

80.04 CONSTRUCTION ADMINISTRATION AND MANAGEMENT (10%) 1.00 LS $61,972,741.49 $61,972,741 0.00% 20.00% 20.00% $12,394,548 $74,367,290

Sum

Average

1.00 $61,972,741

0.00% 20.00% 20.00%


Sum

Average

1.00 $61,972,741

0.00% 20.00% 20.00%


Sub Section 80.05 PROFESSIONAL LIABILITY & OTHER NON-CONSTRUCTION INSURANCE

Group 80.05


PROFESSIONAL LIABILITY & OTHER NON-CONSTRUCTION INSURANCE Contingency

80.05 PROFESSIONAL LIABILITY & OTHER NON-CONSTRUCTION INSURAN 1.00 LS $6,197,274.15 $6,197,274 0.00% 20.00% 20.00% $1,239,455 $7,436,729

Sum

Average

1.00 $6,197,274

0.00% 20.00% 20.00%


Sum

Average

1.00 $6,197,274

0.00% 20.00% 20.00%


Sub Section 80.06 LEGAL, PERMITS, REVIEW FEES BY OTHER AGENCIES, CITIES, ETC

Group 80.06


LEGAL, PERMITS, REVIEW FEES BY OTHER AGENCIES, CITIES, ETC Contingency

80.06 LEGAL, PERMITS, REVIEW FEES BY OTHER AGENCIES, CITIES, ETC (2 1.00 LS $12,394,548.30 $12,394,548 0.00% 20.00% 20.00% $2,478,910 $14,873,458

Sum

Average

1.00 $12,394,548

0.00% 20.00% 20.00%


Sum

Average

1.00 $12,394,548

0.00% 20.00% 20.00%


Sub Section 80.07 SURVEYS, TESTING, INVESTIGATION, INSPECTION

Group 80.07


SURVEYS, TESTING, INVESTIGATION, INSPECTION Contingency

80.07 SURVEYS, TESTING, INVESTIGATION, INSPECTION (1%) 1.00 LS $6,197,274.15 $6,197,274 0.00% 20.00% 20.00% $1,239,455 $7,436,729



Contingency

Sum

Average

1.00 $6,197,274

0.00% 20.00% 20.00%


Sum

Average

1.00 $6,197,274

0.00% 20.00% 20.00%


Sub Section 80.08 STARTUP

Group 80.08


STARTUP Contingency

80.08 STARTUP (1.5%) 1.00 LS $9,295,911.22 $9,295,911 0.00% 20.00% 20.00% $1,859,182 $11,155,093

Sum

Average

1.00 $9,295,911

0.00% 20.00% 20.00%


Sum

Average

1.00 $9,295,911

0.00% 20.00% 20.00%


Sum

Average

8.00 $242,044,120

0.00% 20.00% 20.00%


47,679,575.07 $1,116,858,980 $243,256,307 $1,360,115,287Grand Total


Date post:	07-Nov-2021
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MCCT Capital Cost Methodology and Estimate Report

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