No.7 Subway Extn - MTA

The information presented at the MTA System Expansion Industry Outreach on September 12, 2006 and provided herein is intended to provide general information about upcoming MTACC projects.

It is provided with the understanding that any parties interested in submitting proposals or bidding on these projects should not rely on this information for any purpose beyond background information.

The MTA shall not be responsible for any damage from any error, inaccuracy, or omission contained in the information provided herein. In all instances, documents provided with the formal invitation for bids or requests for proposal shall control.

NOTICE

No. 7 Subway Extension

2nd Ave Subway

East Side Access

September 12, 2006

Informational Outreach Meeting

AgendaOpening Remarks

No. 7 Subway Line Extension Project

2nd Avenue Subway Project

East Side Access Project

Break (15 min)

Procurement Issues

Questions

Capital Construction

Overview of MTA Capital Construction Company

Mysore L. NagarajaPresident


Expanding the MTA’s Network

East Side Access Second Avenue Subway No. 7 Subway Line Extension

EAST SIDE ACCESS

2ND

AV

E. S

UB

WA

YP

HA

SE

1

NO. 7 LINE EXTENSION


East Side Access Scope3½ route miles of tunnels

A new terminal station at GCT

New yards and shop New yards and shop

New Sunnyside StationNew Sunnyside Station


East Side Access Status

Completed Environmental Process Completed Preliminary EngineeringOverall Design is 67% Complete $860 million of Construction Work AwardedMore than $1 Billion Programmed in 2007


Existing Tunnel

ExistingLexington Ave /63rd St Station

72nd Street Station

86th Street Station

96th Street Station

Second Ave Subway Phase 1Scope:

Tunnels from 92nd St to 62nd St

Stations at 96th St, 86th St, 72nd St and 63rd St

63rd St Subway Connection

Track & Systems from 105th St to 63rd St

Service between 96th St & Brooklyn via Broadway Line


Second Avenue Subway Status

Completed Environmental Process Record of Decision July 8, 2004Completed Preliminary EngineeringStarted Final Design in April 2006Construction to start in 2006


10th AvenueStation

34th StreetStation

No. 7 Subway Project Scope

• 7,000 foot tunnel extension

• 2 StationsTenth Avenue

34th Street

Hudson Yard


No. 7 Subway Line Extension Status

Completed Environmental Process Completed Preliminary EngineeringStarted Final Design in April 2005Construction procurement to start in 2006


Design

Construction

Schedule

EAST SIDE ACCESSDescription 1999 2000 200

12002 2003 2004 200

620102005 2008 2009 2011 201

2

2013

2014 2015 2016

SECOND AVE. SUBWAYDescription 1999 2000 2001 2002 2003 2004 2006 2008 20102005 2007 2009 2011 2012 2013 2014 2015 2016

Design

Construction

NO. 7 LINE EXTENSIONDescription 1999 2000 2001 2002 2003 2004 2006 2008 20102005 2007 2009 2011 2012 2013 2014 2015 2016

Design

Construction

2007

PB TeamPB TeamMetropolitan Transportation AuthorityMetropolitan Transportation Authority

Project Overview

Philip W. McGrade, P.E.,Program Manager


No. 7 Project Context


10th AvenueStation

34th StreetStation

No. 7 Proposed Alignment


10th Ave. Station

34th

St.

Sta

tion

Shaft A

Shaft L

• Site A shaft, adit and TBM starter tunnel

• TBM excavation and lining:27th St./11th Ave. to 41st St./8th Ave.

• Modification to existing tunnel structure west of Times Square Station

• 34th Street Station:•Cavern excavation•utility adits•liner and interior structures•Shafts P and K and adits excavation•Site P entrance excavation

• 10th Avenue Station:•Excavation •Utility Relocations•Decking•Liner and interior structures•Shaft L and adit excavation

PABT

JJCC

Shaft K

Shaft P

Contract #1 Scope


Contract #1Horizontal AlignmentShaft Sites and Laydown Areas

Shaft SitesSite ASite L

Geotechnical Data Collection ProgramAlignment Profile and Rock LineProximity to Adjacent StructuresTunnel Boring


Horizontal AlignmentShaft Sites and Laydown Areas



Contract #1


TBM

Drill & Blast

Limits

10th Avenue

34th Street

TBM Limit

Shaft A

Shaft L

Drill & Blast

Drill & Blast





Contract #1


Number 7

Site A

Site L

Site K

Site P

Site J

Shaft & LaydownAreas:

Site A

Site P

Site K

Construction Access & Laydown Areas:

Site J

Site L


Site A Construction Activities

Eleventh AvenueEleventh Avenue

2626thth

Stre

etSt

reet

2525thth

Stre

etSt

reet

CONSTRUCTION LIMIT

SHAFT A

TBM TUNNEL

TBM STARTER TUNNELS


Site A Shaft and AditEleventh Avenue Site A

Soil

Rock

Adit

Existing Utilities (Typ)


Number 7

Site L Shaft

Shaft L


Site L Construction Activities

SHAFT L

Dye

r Ave

nue

TBM TUNNEL

42nd Street

41st Street

Tent

h A

venu

e Tenth Avenue Station

Contractor Staging

STATION OUTLINE


Site L Shaft and Adit

41st StreetSite L

Soil

Rock

Adit

8 Story Bldg.Existing 1 Story Bldg.

to be removed

Existing Basement to be removed

Existing Basement Slab to Remain

Existing Utilities (Typ)





Contract #1


Geotechnical Data Collection52 Boreholes were completed as part of the No. 7 Subway Line ExtensionInformation from 680 existing Boreholes was compiled from:

Port Authority of NY & NJAmtrakMTA Long Island RailroadNYC Department of Design and ConstructionNYC Department of TransportationUS Postal Service

Packer Permeability TestsOriented Core BoringHydraulic FracturingDilatometerTeleviewer SurveyLaboratory Tests


Geotechnical Reports

Geotechnical Baseline Report

Geotechnical Data Report

Existing Building Inventory





Contract #1


Jacob Javits

Convention Center

Site A

Amtrak North Access TunnelAmtrak North

River Tunnels

11th Avenue Viaduct

40’

25th St.30th St. 33rd St.

No. 7 Tunnel

Approx. Rock Line

34th Street Station

Top of Ground

Site A Adit

Future 34th Street

Station

Profile and Rock Line


Jacob Javits

Convention Center

Site A

Amtrak North Access TunnelAmtrak North

River Tunnels

11th Avenue Viaduct

40’

25th St.30th St. 33rd St.

No. 7 Tunnel

Approx. Rock Line

34th Street Station

Top of Ground

Site A Adit

Future 34th Street

Station

Amtrak North Access Tunnel

Amtrak North River Tunnels

11th Avenue Viaduct

40’

30th St. 33rd St.

Approx. Rock Line

Top of Ground



Jacob Javits

Convention Center

Future Tenth Avenue Station

Approx. Rock Line

Top of GroundAmtrak North

Access Tunnel#1#3

20’

Lincoln Tunnels

11th Avenue Viaduct34th St. 38th St.

No. 7 Tunnel34th Street Station

Future 34th Street

Station

#2



Jacob Javits

Convention Center


Approx. Rock Line

Top of GroundAmtrak North

Access Tunnel#1#3

20’

Lincoln Tunnels

11th Avenue Viaduct34th St. 38th St.

No. 7 Tunnel34th Street Station

Future 34th Street

Station

#2

Approx. Rock Line

Top of Ground

#1#3

20’

Lincoln Tunnels

38th St.

#2

37th St. 39th St.




Port Authority Bus Terminal


Port Authority Bus TerminalTenth

Avenue

NinthAvenue

EighthAvenue

No. 7 Tunnel

Tenth Avenue Station

DyerAvenue





Contract #1


Proximity to Adjacent Subsurface Structures

Hudson North River Tunnels (Amtrak & NJ Transit)

Hudson North Access Tunnel (Empire Line)

Lincoln Tunnel Tubes (1, 2, 3)

No. 7 Subway





Contract #1


Lining

Pre-Cast Segmental Lining

19’-6

” Diamete

r


TBM Performance Requirements

Tunnel ID = minimum 19 feet 6 inches + construction tolerances;650 ft minimum horizontal radius;Full-face hard rock TBM with capability to negotiate short reaches of mixed face and possible soft ground conditions;Capable of negotiating very strong & very/extremely abrasive rock (Manhattan Schist & Pegmatites);Pre-cast segmental liner;Gripper, Shield or Double-shield type TBMs.


TBM Performance Requirements cont’d

Equipped with:provisions for drilling probe holes and grout holes. 17 inch or larger disc cutters

Back-loaded cutter mountings

Automated guidance system

New or refurbished TBM’s


DESIGN ISSUES

Ground ModificationsLow rock (Mixed Face) at 27th Street along TBM pathTenth Avenue – Underground Stream bed

Close proximity of existing structures:Amtrak North River tunnelsAmtrak Access tunnel (Empire Line)Lincoln TunnelsPort Authority (Below Bus Terminal)


Agency Coordination

NYC DOT (MPT)

NYC DEP

FDNY

Amtrak

Port Authority

Tenth Avenue Station – MPT stages

Dye

r Ave

10th

Ave


StationsStations

Number 7 Subway Line Extension


34th Street StationFinal Design Configuration

Facilities w/in Site J & LIRR requested easement

34th Street Entrance(6 escalators)

Vehicular road maintained

35th Street Entrance(North Entrance)

Site P

Site K

Service/Vent stack

Site J

COMPOSITE PLAN – Street Level

ParkingBelow

Amtrak ROW below

Service Access below via 38th Street or Marshalling Yards

Systems Facilities below 11th

Ave viaduct

Parking access ramps

Future Western Entrance by others

35h

Stre

et

Eleventh Ave

33rd

Stre

et

34h

Stre

et

36h

Stre

et

Station


34th Street StationContract #1 Configuration

ShaftP

Shaft K

Site J

COMPOSITE PLAN – Street Level

Amtrak ROW below

Service Access below via 38th

Street or Marshalling Yards

35h

Stre

et

Eleventh Ave

33rd

Stre

et

34h

Stre

et

36h

Stre

et

Site P entrance Utility

Tunnels


34th Street Entrance Plaza Entrance


34th Street Entrance Section looking North


34th Street Station Cavern Rendering


Tenth Avenue StationTenth Avenue Station



Tenth Avenue Shell – Street Plan


Tenth Avenue StationProposed Full Build-out


Tenth Avenue StationSection at 42nd Street Entrance


Tenth Avenue Station Rendering


Vibration & Settlement Criteria



General Criteria

The blasting vibration design criterion will be a mean vibration level of 2 in/sec, with specific requirements at Port Authority and Amtrak facilities

Threshold settlement of type A structures shall not exceed 3/8 –inch

Threshold angular distortion of type A structures shall not exceed 1:500


Environmental Performance Commitments (EPC)Air Quality

Use ultra low sulfur diesel fuelUse diesel engine retrofits (Filters) to reduce emissions

Dust ControlSpray dust suppressantsInstall containment for fugitive dust

Noise & VibrationSchedule activities to minimize cumulative noise & vibration in residential areas

Cultural and Historic ResourcesActivities in sensitive areas follow Historic Resource Management Plan ProceduresIf archaeology encountered, coordinate with NYSOPRHP and NYCLPC

Access and CirculationImplement MPT Plan coordinated with NYCDOT

Design for EnvironmentUse local, recycled and durable materialsRecycle, reuse and salvage materials during deconstruction


Contract PackagingContract Packaging



10th Ave. Station

34th

St.

Sta

tion

Site A

Site L

Contract #2:• Site J entrance tunnel and building construction• Sites P and K building structures and external

finishes

Contract #3:• 34th Street Station:

• Finishes• Site J and K internal finishes• Site P entrance finishes

• 10th Avenue Station:• Site L building construction and

finishes• Station finishes associated with Site L

construction• Site A building construction and finishes• Track, signal and systems installation

Contract #4 (construction not funded):• 10th Avenue Station finishes• Site M building construction and finishes• Site L finishes (partial)

Site K

Site P

Site J

Follow-on Contracts

Site M

Anil Parikh, P.E.Program Manager

Second Avenue Subway ProjectMTA Capital Construction

Second Avenue Subway

Scope:– Tunnels from 92nd St to 63rd St– Stations at 96th St, 86th St, 72nd St and 63rd St– 63rd St Subway Connection– Track & Systems from 105th St to 63rd St– Service between 96th St &

Brooklyn via Broadway Line

Benefits:– Relieves most crowded Lexington Avenue line

(86th St to Grand Central) – Connects to existing system

(Storage and Maintenance)– Early use of Tunnel Section

built in 1970’s

Phase 1Phase 1 $ 3.8 Billion $ 3.8 Billion 213,000 213,000

Cost Ridership

105th Street

Existing Tunnel(99th to 105th)

92nd Street Launch Box

Second Avenue SubwayPhase 1

Phase 1 Contract Package


Phase 1

Manhattan Island

ChathamSeaport GrandHouston

14 3423 42 55 72 86 96 106 116 125

2nd Ave

PHASE 1Metro North Railroad

Hanover

Park AveLex Ave3rd Ave

Lex/63

TBM TUNNEL

MINED TUNNEL

MINED CAVERN

STATION CAVERN

CUT-AND-COVER STATION

EXISTING 63RD STREET STATION

EXISTING SECTION 11 TUNNEL

LEGEND & SYMBOLS

NYCT SUBWAY LINES

PHASE 1Capital ConstructionCapital ConstructionNew York City TransitNew York City Transit

THIRD AVENUE

SECOND AVENUE

FIRST AVENUE

92N

DStreet

72N

DStreet

69th

Street

95th

StreetTUNNELS

Shaft Site

Shaft Site

TBM LAUNCH BOX

Contract No. 4 Tunnels

TBM Tunneling

92nd Street TBM Launch Box

Shaft Sites

Future Tunnels

Contract 1: Scope of Work

94th

Stre

et

95th

Stre

et

96th

Stre

et

93rd

Stre

et

97th

Stre

et

Platform

92nd

Stre

et

Entrance 3

Entrance 2

Entrance 1 Ancillary 3

Emergency ExitAncillary 1

Second Avenue

Elevator

Entry Points

Properties Planned for Full AcquisitionProperties Planned for Partial Acquisition

Properties Planned for Subsurface EasementElevator

Bump Out

30% 15%

35% 20%

Contract No. 2 – 96th Street Station

NORTH

Contract No. 3 – 63rd Street Station

• Open and fit out platform north of present F Line

• Provide additional entrances at Third Avenue

• Additional ventilation to meet NFPA 130

NORTH

68th

Stre

et

69th

Stre

et

70th

Stre

et

71st

Stre

et

72nd

Stre

et

73rd

Stre

et

Platforms

Entrance and Ancillary

EntranceEntrance

Second Avenue

Elevator



Bump Out

Ancillary

Contract No. 4 - 72nd Street Station

5%

30%

30%

35%

Approx. 95 feet

App

roxi

mat

ely

50 F

eet

Approximately 95 Feet

Contract No. 4 - 72nd Street Station (Cross Section)

84th

Stre

et

NORTH

85th

Stre

et

86th

Stre

et

83rd

Stre

et

87th

Stre

et

Platform

82nd

Stre

et

AncillaryAncillary

Entrance 1 Entrance 2

Second Avenue

Elevator

Entry Points



15%

10%

45%

30%

Contract No. 5 - 86th Street Station

27’-8”

12’-0”43’-6”

61’-0”

69’-0”

23’

19’-0”8’-9”

Contract No. 5 - 86th Street Station (Cross Section)

7’-8”

• Communication Systems

• Power

Traction Power

• Signal

Design by MTA/NYCT

Conventional Signal System

• Track

Design by MTA/NYCT

Contract No. 6 – Systems and Track

Construction Management

• Constructability Review of Final Design

• Construction Management Services for Phase 1

• Assist in Closing out of Construction Contracts


Construction Details for Contract 1Christopher Bennett, P.E.

Design Director,DMJM+HARRIS*ARUP JV

THIRD AVENUE

SECOND AVENUE

FIRST AVENUE

92N

DStreet

72N

DStreet

69th

Street

95th

StreetTUNNELS

Shaft Site

Shaft Site

TBM LAUNCH BOX

TBM Tunneling

92nd Street TBM Launch Box

Shaft Sites

Contract 1: Scope of Work

• Rock Profile drops off north of 91st Street• Providing a vertical rock face to start TBM operation

Project Profile

(Existing) Lexington Ave /63rd St Station

72nd St Station86th St Station

96th St Station

• Essentially “hard” rock TBM drives but …• Abrasive rock• Faults and shear zones• Curve towards 63rd Street (616’ Radius)• Need to be prepared for fissures

• Final lining omitted through future cavern zones

TBM Tunneling

• Undulating bedrock profile, differs west from east

• Fill, overlying glacial silt, sand, gravel and decomposed rock in the valleys

• Rock typically strong (generally between 5,000-12,000psi) and competent gneiss and schist with pegmatite

• Faults/shear zones range from 1’ to 100’ thick

• Major faults identified at 90th to 92nd, 68th and 64th Streets

Geology

• Undulating bedrock profile, differs west from east

• Fill, overlying glacial silt, sand, gravel and decomposed rock in the valleys

• Rock typically strong (generally between 5,000-12,000psi) and competent gneiss and schist with pegmatite

• Faults/shear zones range from 1’ to 100’ thick

• Major faults identified at 90th to 92nd, 68th and 64th Streets

Geology

• TBM Tunnels (19’-6” Finished Diameter)

• Precast Concrete Segments (10” Thick)

• Steel Fiber Reinforced

10” GROUTING

Running Tunnels

19’6” Dia.

Contract 1 Schedule

•DESCRIPTION •2006 •2007 •2008 •2009 •2010

• 91st Street to 95th Street TBM Launch Box

• TBM Tunnels

• 69th Street & 72nd Street Shafts

• Terms & Conditions plus General Requirements including Division 1

• Contract Specifications

• Temporary Works Design Criteria Manual

• Contract Drawings

• CADD Manual

• Geotechnical Baseline Report

• Geotechnical Data Report

• General Alignment Environmental Sampling Program

• Potentially Contaminated Sites - Environmental Sampling Program

• Utility Test Pit Report

• Building Information Report

• Historical Geotechnical Information

Contract 1 Documents


Launch Box Construction

Permanent Slurry Walls93rd to 95th Streets

Temporary Secant Pile Walls South of 92nd to 93rd Streets

Work Zone(Typical)

4 Traffic Lanes Roadway Relocated

Onto Sidewalk

Existing 20’sidewalk curb

line

FireEmergency

Access(Typical)

Alternative Delivery Zone

(Typical)

TBM Launch Box ConstructionWest Side Excavation & Decking

Proposed MPT Plan

TBM Launch Box ConstructionEast Side Excavation & Decking

Work Zone(Typical)

4 TrafficLanes

Roadway Relocated Onto Sidewalk

FireEmergency

Access(Typical)


(Typical)

Temporary Decking

Proposed MPT Plan

Work Zone(Typical)

4 TrafficLanes

Roadway Relocated Onto Sidewalk

FireEmergency

Access(Typical)


(Typical)

Temporary Decking

Future Contract 2 Work Zone

Existing 20’sidewalk curb line

TBM Launch Box ConstructionTBM Operations: Transition Zone Between Contract 1 & 96th St. Station

Proposed MPT Plan


Status Of Third Party Interfaces

• Parks – 96th Street Park Available

• Third Party Coordination

Utilities –plans approved by each utility

DEP – approval of sewer and water plans

DOT – stipulations provided

Community – ongoing coordination through CB 8

Construction ActivityConstruction Activity Work HoursWork Hours

Surface Work for Launch Box

Surface Work for Launch Box

• 2 Shifts, 5 days/week: 7:00am to 10:00pm

• 1 Shift Saturday: 10:00 am to 7:00 pm

• 2 Shifts, 5 days/week: 7:00am to 10:00pm

• 1 Shift Saturday: 10:00 am to 7:00 pm

Underground WorkUnderground Work 3 Shifts, 7 days/week3 Shifts, 7 days/week

Trucking & DeliveriesTrucking & Deliveries• 2 Shifts, 5 days/week: 7:00am to 10:00pm• Some night deliveries for large equipment• 1 Shift Saturday: 10:00am to 7:00pm

• 2 Shifts, 5 days/week: 7:00am to 10:00pm• Some night deliveries for large equipment• 1 Shift Saturday: 10:00am to 7:00pm

Construction Work Hours

TRAFFICTRAFFIC

• Traffic monitoring program• Maintain 4 lanes through

construction zones• Keep cross street open (12 foot lane)

• Relocate bus stops to outside of construction zones

ImpactsImpacts MitigationsMitigations

PEDESTRIANSPEDESTRIANS • Minimum 7 foot wide sidewalks

Construction Challenges

ENVIRONMENTALPERFORMANCE

CRITERIA

ENVIRONMENTALPERFORMANCE

CRITERIA

• Ultra Low Sulfur Diesel Fuel• Limit Idling Time• Minimize interruption in access to Cultural

and Historic sites• Economic Effects

ImpactsImpacts

LOCALACCESSLOCAL

ACCESS

• Maintain pedestrian access to all buildings• Maintain emergency vehicle access at all

times• Maintain special zones for deliveries• Provide areas for garbage disposal forresidential & commercial purposes

MitigationsMitigations

NOISE&

VIBRATION

NOISE&

VIBRATION

• Meet FEIS commitments• Comply with NYCDEP noise limits• Noise & vibration monitoring plan• Dampers on equipment• Limit noise to 5 decibels above existingambient noise levels


ImpactsImpacts MitigationsMitigations

Dust&

Air Quality

Dust&

Air Quality

• Air Quality Monitoring Plan

• Low sulfur fuels, 3 minute idling time,

• Clean trucks, streets and wet down dust

VectorControl

(Rodents)

VectorControl

(Rodents)

• Vector control plan to cover 1000 foot wide area

• Licensed Pesticide Applicator required

Settlementor

Movement

Settlementor

Movement

• Install Instrumentation and constantmonitoring to ensure no damage to buildings& property


“ THANK YOU ”September 12th, 2006

Dilip I. Patel, P.E.Program Manager

East Side AccessMTA Capital Construction

CQ028: Queens Open-Cut Excavation (N. Blvd. to Existing Rail Yard) CQ028: Queens Open-Cut Excavation (N. Blvd. to Existing Rail Yard)

Launch Shaft Optional ScopeLaunch Shaft Optional Scope

CQ028: Major Scope ElementsCQ028: Major Scope Elements

• Slurry walls (126,000 SF)

• Soil Excavation (195,000 CY)

• Rock Excavation (15,500 CY)

• Northern Blvd. crossing

• Dewatering

• Grouting

CM009: Major Scope ElementsCM009: Major Scope Elements

• Drill and blast assembly chamber

• TBM excavation of 4 tunnels (25,000 LF)

• Tunnel lining

• Drill and blast Wye Caverns

• Rock excavation = approx. 350,000 CY

Status of All Tunnel WorkStatus of All Tunnel Work

Queens Bored Tunnels and Structures (CQ031)

Award scheduled Summer ‘07

Harold StructuresPart I (CH053)

Award scheduled Spring ‘07

Queens Open Cut Excavation and Tunnel Under Northern Blvd. (CQ028)

Awarded in April 2006

Manhattan StructuresPart I (CM019)

Award scheduled Spring ‘07

Manhattan Tunnels Excavation (CM009)

Awarded in July 2006

LIRR Level

NYCT Subway Level(in service)

Project ScheduleProject Schedule1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

PHASE IDraft/Final EIS, Preliminary Engineering

PHASE IIFinal Design

Manhattan ConstructionPHASE III

Queens ConstructionHarold Interlocking WorkSystemwide Work

2012

PHASE IVHarold CIL Acceptance & System Commissioning

Revenue Rolling Stock

2013

Contract Packaging Plan – Upcoming WorkContract Packaging Plan – Upcoming Work

Last Revised – 03/02/06

2001 to 2005 Projects 2006 2007 2008 2009 2010 2011 2012 2013

Power, Signals, Communications, and Other Systems Elements

CS079Power, Signals, Communications, and Other Systems Elements

CS079

Tunnel VentilationCS081

Tunnel VentilationCS081

Start-up, Testing & Commissioning

ESA Project

Start-up, Testing & Commissioning

ESA Project

55th Street Vent Plant Facility

CM013-A55th Street Vent Plant Facility

CM013-A

GCT SurfaceEntrances

CM015

GCT SurfaceEntrances

CM015

Queens Bored Tunnels, Structures & Trackwork

CQ031Queens Bored Tunnels, Structures & Trackwork

CQ031

Mid-Day Storage Yard Facility

CQ033Mid-Day Storage Yard Facility

CQ033

Harold Structures - Part 1 & GO2 Substation

CH053Harold Structures - Part 1 & GO2 Substation

CH053

Harold Structures - Part 4CH059

Harold Structures - Part 4CH059

Procure Rail Fasteners

VS077

Procure Rail Fasteners

VS077

GCT Concourse Civil & Structural, Shaft Excavation & 245 Park Ave Entrance

CM008


CM008

Harold & Point CIL

VH051

Harold & Point CIL

VH051

GCT Caverns, 63rd St. Tunnel Rehab, Tunnel Concrete, Trackwork & Bellmouth Closure

CM012GCT Caverns, 63rd St. Tunnel Rehab, Tunnel Concrete, Trackwork & Bellmouth Closure

CM012

Manhattan Approach Tunnels Excavation by Roadheader

CM016Manhattan Approach Tunnels Excavation by Roadheader

CM016

MNR ReplacementYard at Highbridge

CM001MNR ReplacementYard at Highbridge

CM001Manhattan TunnelsExcavation

CM009Manhattan TunnelsExcavation

CM009

GCT Concourse &Cavern Finishes

CM014GCT Concourse &Cavern Finishes

CM014

Arch Street Yard and Shop Facility

CQ027 Arch Street Yard and Shop Facility

CQ027

GCT E Yard ModsMNR F/A

FMM02GCT E Yard ModsMNR F/A

FMM02

Wood InterlockingLIRR F/A

FQL35Wood InterlockingLIRR F/A

FQL35

Arch St. Yard Connection -Amtrak F/A

FQA36Arch St. Yard Connection -Amtrak F/A

FQA36

Harold F/A Stage 2FHL02 / FHA02Harold F/A Stage 2FHL02 / FHA02

Harold F/A Stage 3

FHL03 / FHA03

Harold F/A Stage 3

FHL03 / FHA03

CQ026Open-Cut ExcavateExisting Bellmouth

CQ026Open-Cut ExcavateExisting Bellmouth

Arch St. Yard Connection - LIRR F/A

FQL36Arch St. Yard Connection - LIRR F/A

FQL36

Procure Harold Material Stage 1

VHA01 / VHL01Procure Harold Material Stage 1

VHA01 / VHL01

Harold F/A Stage 4

FHL04 / FHA04

Harold F/A Stage 4

FHL04 / FHA04

Sunnyside Passenger Station

CQ034Sunnyside Passenger Station

CQ034

CQ025Demo SuperiorReed & Yard Prep

CQ025Demo SuperiorReed & Yard Prep

Queens Open-Cut Excavation (Northern Blvd to Existing Rail Yard)

CQ028Queens Open-Cut Excavation (Northern Blvd to Existing Rail Yard)

CQ028

GCT East Yard Environmental Remediation

CM017GCT East Yard Environmental Remediation

CM017

Procure Switch Exchange System

VH055Procure Switch Exchange System

VH055

Loop Interlocking –Amtrak F/A

FQA65Loop Interlocking –Amtrak F/A

FQA65

F Interlocking CIL VH062



Q InterlockingFQA64Q InterlockingFQA64

Loop Interlocking CIL

VQ065

Loop Interlocking CIL

VQ065

Harold Structures - Part 2

CH054Harold Structures - Part 2

CH054

Harold F/A Stage 1FHL01 / FHA01Harold F/A Stage 1FHL01 / FHA01



VHA02 / VHL02



VHA03 / VHL03



VHA04 / VHL04

63rd Street Tunnel Abatement

CMS1663rd Street Tunnel Abatement

CMS16 Plaza Substation, Tunnel and Ventilation Structures

CQ032Plaza Substation, Tunnel and Ventilation Structures

CQ032

DescriptionDescriptionContract # MANHATTAN

QUEENSHAROLD

Color Code

PROJECTWIDEAwarded Complete

Legend


CM013-B


CM013-C50th Street Vent Plant Facility

CM013-C

Harold Structures –Part 3 EBR-WBBP

CH057Harold Structures –Part 3 EBR-WBBP

CH057

Amtrak Buildings #1,2 & 5-8 Abatement and Demolition

CQ040

Amtrak Buildings #1,2 & 5-8 Abatement and Demolition

CQ040

Queens Bored Tunnels, Structures & Trackwork

CQ031

Harold Structures - Part 1 & GO2 Substation

CH053


CM019CM019

Total Number of Packages = 48

Key Elements of Contract CQ031 Key Elements of Contract CQ031

Honeywell StHoneywell St

3939 thth StStM

idM

id--D

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TBM TBM TunnelsTunnels

Yard Lead Yard Lead Approach StructureApproach Structure

Yard LeadYard Lead

Tunnel ATunnel ATunnel DTunnel D

Tunnel B/CTunnel B/C

3 Tunnel Fan Plant & Emergency Exit

3 Tunnel Fan Plant & Emergency Exit

Yard D Fan Plant & Emergency Exit

Yard D Fan Plant & Emergency Exit

Fan Plant & Emergency Exit

Fan Plant & Emergency Exit

CQ031 – Major Scope ElementsCQ031 – Major Scope Elements

• Excavation by TBM of soft ground tunnels

• Installation of a pre-cast tunnel liner

• Fan plants/emergency exits

• Yard Lead Tunnel TBM reception pit

• Track and benchwall

• Demolition of buildings

CQ031 - Bored TunnelsCQ031 - Bored Tunnels

SectionLength

TunnelLength

Track A Glacial Till 2,180 ft 2,180 ft

Track B/C Glacial Till 1,739 ft

Rock & Mixed Face 60 ft

Glacial Till 2,158 ft 2,218 ft

Rock & Mixed Face 415 ft

Glacial Till 3,969 ft

10,523 ft 10,523 ft

4,384 ftYard Lead

1,739 ft

Track D

CQ031 - Demolition + Cut & Cover Approach StructuresCQ031 - Demolition + Cut & Cover Approach Structures• Demolition of private properties on 43rd St.

CQ031 - Other Work ElementsCQ031 - Other Work Elements• Tunnel Trackwork and Tunnel Bench

Honeywell Bridge

Honeywell Bridge

Honeywell Bridge

39 thSt Bridge

3939 thth St Bridge

St Bridge

Mid

Mid

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Master CIL Access Road & StructureMaster CIL Access Road & Structure

CH053: Harold Structures Part ICH053: Harold Structures Part I

43rd St Bridge

4343 rdrd St BridgeSt Bridge

Modular Retaining WallModular Retaining Wall

Building DemolitionBuilding Demolition

GO2 SubstationGO2 Substation

TBM Reception Pit & Approach Structure

TBM Reception Pit & Approach Structure

Harold Access BridgeHarold Access Bridge

Pre-Cast Retaining WallPre-Cast Retaining Wall

CH053 – Major Scope ElementsCH053 – Major Scope Elements

• Excavation and Concreting of Tunnel A Reception Pit and Approach Structure

• Construct new railroad bridges at 43rd St. and 48th St.

• Construction of new retaining wall structures

• Construct new modular substation (GO2) and micro tunnels

• Building demolition

• New Harold Access Bridge and assorted utilities

CH053 – Substation Replacement Facility (GO2)CH053 – Substation Replacement Facility (GO2)

Future GO2Future GO2

Microtunnel

Duct BanksMicrotunnel

Duct Banks

CH053 – Retaining Walls (Modular)CH053 – Retaining Walls (Modular)

Future WBBP Embankment & Retaining Wall

North of Main Line Looking West to 43rd St

NY Presbyterian ChurchNY Presbyterian Church

Matura Building Demolition

CH053: Force Account Work (LIRR, Amtrak)CH053: Force Account Work (LIRR, Amtrak)

• Foundations and structural sections by CH053 contractor

• Demolition of existing structures by CH053 contractor• Electrical elements by railroad force account

CM019 - LocationCM019 - Location

Met LifeMet Life

GCT TerminalGCT Terminal

HelmsleyHelmsley

CM019 – Demolition Work at Lower Level of MNRCM019 – Demolition Work at Lower Level of MNR

BN Yard Bronx

CM019 – Site: Service Shafts and EscalatorsCM019 – Site: Service Shafts and Escalators

SHAFT #1

SHAFT #2

SHAFT #3

SHAFT #4

SHAFT #5

ESCALATOR SHAFTS

CM019 – Site: Mined CavernsCM019 – Site: Mined Caverns

GCT CavernsGCT 1 & 2 Caverns

SHAFT #1

BN Yard Bronx

X-Section

Top Heading of GCT Caverns & Mucking OperationTop Heading of GCT Caverns & Mucking Operation

Shaft # 1 LIRR MNR

Madison Yard

CM019 – Demolish Existing 47 E. 44th Street BuildingCM019 – Demolish Existing 47 E. 44th Street Building

CM019 – Other Work ElementsCM019 – Other Work Elements

245 Park Avenue Entrance

Upcoming Contract AwardsUpcoming Contract Awards

• CH053: Harold Structures - Part 1– Award Date, April 2007

• CM019: Manhattan Structures Part 1 – Award Date, June 2007

• CQ031: Queens Bored Tunnels, Structures & Trackwork– Award Date, September 2007

BREAK (15 min)

Procurement Issues

Ronald J. Pezik, P.E.Senior Director, Capital Program ProcurementMTA – NYC Transit

Email: [email protected]

Procurements to Look for Shortly:No. 7 Subway Line Extension:C-26503 Construction of the No. 7 Subway Line Extension:

Running Tunnels, Caverns & Station Structures (RFP)

Second Avenue Subway:CM-1338 Consultant Construction Management Services (RFP)

C-26002 Construction of Phase 1 of Second Avenue Subway Tunnels 92nd – 63rd Street (IFB)

East Side Access:CH053 Harold Structures Part 1 (IFB)

CM019 Manhattan Structures Part 1 (IFB)

CQ031 Queens Bored Tunnels, Structures & Trackwork (IFB)

NEW YORK STATE LOBBYING LAW

Creates two new sections in the State Finance Law:

• Section 139-j: Restrictions on “contacts”during the procurement process

• Section 139-k: Disclosure by bidders/proposersof prior non-responsibility determinations

Procurement – Where to Look

MTA Website – www.mta.info

Click on either NYC Transit or Capital Construction then Procurement

Construction & Architectural/Engineering Opportunities

http://www.mta.info/

Veronique (Ronnie) HakimVice President, General CounselMTA Capital Construction

Procurements:No. 7 Subway Line Extension:C-26503 Construction of the No. 7 Subway Line Extension:

Running Tunnels, Caverns & Station Structures (RFP)

Second Avenue Subway:CM-1338 Consultant Construction Management Services (RFP)

C-26002 Construction of Phase 1 of Second Avenue Subway Tunnels 92nd – 63rd Street (IFB)

East Side Access:CH053 Harold Structures Part 1 (IFB)

CM019 Manhattan Structures Part 1 (IFB)

CQ031 Queens Bored Tunnels, Structures & Trackwork (IFB)

Questions?