B.07.01__PAV03A_Pre-Proposal-Conference PowerPoint.pdf

Champions of the Coast!

Garrett J. Sullivan Project Manager

16 February 2023

Sabine Pass to Galveston Bay (S2G) Port Arthur, Texas

PAV03A Pre-Proposal Conference Solicitation No. W912HY-23-R-5223

Design-Bid-Build Contract

Port Arthur

Port Arthur Non-Federal Sponsor – USACE Partner

USACE – Galveston District Jefferson County

Drainage District No. 7

Port Arthur PAV03A Project: Solicitation No. W912HY-23-R-5223

Port Arthur PAV03A Project Pre-Proposal Conference Agenda

S2G Port Arthur Program Overview PAV03A Project Overview Bid Solicitation Schedule Important Specification Provisions Questions/Open Discussion Adjourn Pre-Proposal Meeting Conduct Site Visit to PAV03A Project Area

PAV03A Project Overview Bid Solicitation Schedule Important Specification Provisions Questions/Open Discussion

The Threat from Hurricane’s and Rising Sea Levels

The S2G Program was authorized by the Water Resources Development Act of 2018 and funded for construction through the Bipartisan Budget Act of 2018. Funding for Port Arthur projects equals $863.56 Million.

10 Contract Areas

Major Program Components

• 5.5 Miles of Earthen Levee

• 5.7 Miles of New Floodwall

• 26 New Closure Structures

• Erosion Protection

The objectives of the overall S2G Program include:

• Reducing risks to human life from coastal storm surge.

• Reducing economic damages to residents, businesses, and infrastructure.

• Enhancing energy security by reducing storm surge risk to petrochemical facilities.

• Reducing adverse physical economic impacts to waterways used for recreational and commercial purposes.

PAV03A Project Overview Bid Solicitation Schedule Important Specification Provisions Questions/Open Discussion

The S2G Program was authorized by the Water Resources Development Act of 2018 and funded for construction through the Bipartisan Budget Act of 2018. Funding for Port Arthur projects equals $863.56 Million.

10 Contract Areas

Major Program Components

• 5.5 Miles of Earthen Levee

• 5.7 Miles of New Floodwall

• 26 New Closure Structures

• Erosion Protection

The objectives of the overall S2G Program include:

• Reducing risks to human life from coastal storm surge.

• Reducing economic damages to residents, businesses, and infrastructure.

• Enhancing energy security by reducing storm surge risk to petrochemical facilities.

• Reducing adverse physical economic impacts to waterways used for recreational and commercial purposes.

Alligator Pump Station

Zone 5

Lakeside Pump StationZone 6

Zone 8 Replace FM365 Road Closure Gate, Gate Well Structure and Culvert

PAV03A Project Zones 5-6-7-8Rhodair Pump StationZone 7

Port Arthur PAV03A Project: General Description of the Work

Port Arthur PAV03A Project Overview: Bid Schedule

Bid Schedule

Port Arthur PAV03A Project Overview: Design-Bid-Build Contract

Major Project Elements - PAV03A Contract

• Fronting Protection for 3 Pump Stations (Alligator, Lakeside, and Rhodair) ~ 1,000 ft (Zones 5, 6, and 7)

• Earthen Levee Raise ~ 370 ft. (Various Areas)

• Concrete Floodwall Replacement ~ 950 ft (Zones 5, 6, & 7)

• Sheet Pile Cut-Off Wall Installation (Zones 5, 6, 7 ,& 8)

• Levee System Stone Armoring Protection (Zones 5, 6, 7, & 8)

• Levee All-Weather Surface Road Replace (Zone 5, 6, & 7)

• FM365 Road Closure Gate Replacement (Zone 8)

• Gate Well Structure and Culvert Replacement (Zone 8)

Alligator Pump Station Improvements

Zone 5

Lakeside Pump Station ImprovementsZone 6

Zone 8 Replace FM365 Road Closure Gate, Gate Well Structure and Culvert

Rhodair Pump Station Improvements

Zone 7

Alligator Pumping Station

Temporary Cofferdam shown here is No Longer In-Place

Note: A portion of Sheet Pile walls was not removed, but Cut-Off below the water level

Temporary Structures

2 Stage Temporary Cofferdam

Lakeside Pumping Station

Demolition Plan

Construction PlanProject Elements - PAV03A Alligator Pump Station (Zone 5)

• Fronting Protection Structure (Type 5-2)

• Concrete Floodwall Replacement (Type 5-1)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

Fronting Protection Structure (Type 5-2)

Construction Plan

Project Elements - PAV03A Alligator Pump Station (Zone 5)

• Fronting Protection Structure (Type 5-2)

• Concrete Floodwall Replacement (Type 5-1)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

Fronting Protection Structure (Type 5-2) All Weather Surface Road Replacement

Section B1 / CF366

All Weather Surface Road Replacement

Sheet Pile Cut-Off Wall

Construction Plan

Project Elements - PAV03A Alligator Pump Station (Zone 5)

• Fronting Protection Structure (Type 5-2)

• Concrete Floodwall Replacement (Type 5-1)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

Concrete Floodwall (Type 5-1)

Stone Armoring

Alligator Pump Station Improvements

Zone 5

Lakeside Pump Station ImprovementsZone 6

Major Project Elements - PAV03A Contract

• Fronting Protection for 3 Pump Stations (Alligator, Lakeside, and Rhodair) ~ 1,000 ft (Zones 5, 6, and 7)

• Earthen Levee Raise ~ 370 ft. (Various Areas)

• Concrete Floodwall Replacement ~ 950 ft (Zones 5, 6, & 7)

• Sheet Pile Cut-Off Wall Installation (Zones 5, 6, 7 ,& 8)

• Levee System Stone Armoring Protection (Zones 5, 6, 7, & 8)

• Levee All-Weather Surface Road Replacement (Zone 5, 6, & 7)

• FM365 Road Closure Gate Replacement (Zone 8)

• Gate Well Structure and Culvert Replacement (Zone 8)

3 Stage Temporary Cofferdam

Construction Plan

Project Elements - PAV03A Lakeside Pump Station (Zone 6)

• Fronting Protection Structure – Concrete Floodwall (Type 6-1)

• Fronting Protection Structure – Concrete Floodwall (Type 6-2)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

Stone ArmoringStone Armoring

Concrete Floodwall (Type 6-1)

Concrete Floodwall (Type 6-2) All Weather Surface Road Replacement

Construction Plan

Project Elements - PAV03A Lakeside Pump Station (Zone 6)

• Fronting Protection Structure – Concrete Floodwall (Type 6-1)

• Fronting Protection Structure – Concrete Floodwall (Type 6-2)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

All Weather Surface Road Replacement

Stone Armoring

Concrete Floodwall (Type 6-1)

Concrete Floodwall (Type 6-2)

Zone 5

Lakeside Pump Station ImprovementsZone 6

Rhodair Pump Station Improvements

Zone 7

Major Project Elements - PAV03A Contract

• Fronting Protection for 3 Pump Stations (Alligator, Lakeside, and Rhodair) ~ 1,000 ft (Zones 5, 6, and 7)

• Earthen Levee Raise ~ 370 ft. (Various Areas)

• Concrete Floodwall Replacement ~ 950 ft (Zones 5, 6, & 7)

• Sheet Pile Cut-Off Wall Installation (Zones 5, 6, 7 ,& 8)

• Levee System Stone Armoring Protection (Zones 5, 6, 7, & 8)

• Levee All-Weather Surface Road Replacement (Zone 5, 6, & 7)

Rhodair Pumping Station

3 Stage Temporary Cofferdam

Construction Plan

Project Elements - PAV03A Rhodair Pump Station (Zone 7)

• Fronting Protection Structure – Concrete Floodwall (Type 7-1)

• Fronting Protection Structure – Concrete Floodwall (Type 7-2)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

Concrete Floodwall (Type 7-2)

Concrete Floodwall (Type 7-1)

Sheet Pile Cut-Off Wall

Stone Armoring

All Weather Surface Road Replacement

Construction Plan

Project Elements - PAV03A Rhodair Pump Station (Zone 7)

• Fronting Protection Structure – Concrete Floodwall (Type 7-1)

• Fronting Protection Structure – Concrete Floodwall (Type 7-2)

• Sheet Pile Cut-Off Wall Installation

• Levee Embankment Fill

• Levee System Stone Armoring Protection (24” Stone)

• Levee All-Weather Surface Road Replacement (2” HMA Type D)

Stone Armoring

All Weather Surface Road ReplacementConcrete Floodwall (Type 7-1)

Concrete Floodwall (Type 7-2)

Zone 5

Lakeside Pump Station ImprovementsZone 6

Zone 8 Replace FM365 Road Closure Gate

Gate Well Structure & Culvert

Rhodair Pump Station Improvements

Zone 7

Major Project Elements - PAV03A Contract

• Fronting Protection for 3 Pump Stations (Alligator, Lakeside, and Rhodair) ~ 1,000 ft (Zones 5, 6, and 7)

• Earthen Levee Raise ~ 370 ft. (Various Areas)

• Concrete Floodwall Replacement ~ 950 ft (Zones 5, 6, & 7)

• Sheet Pile Cut-Off Wall Installation (Zones 5, 6, 7 ,& 8)

• Levee System Stone Armoring Protection (Zones 5, 6, 7, & 8)

• Levee All-Weather Surface Road Replace (Zone 5, 6, & 7)

NOTE FOR OPTION 2: The Government may exercise this Option by written notice to the Contractor within 365 days after notice to proceed. No additional days will be added to the contract for completion of Option 2

NOTE FOR OPTION 3: The Government may exercise this Option by written notice to the Contractor within 365 days after notice to proceed. No additional days will be added to the contract for completion of Option 3

FM365 Closure Gate

Rhodair Pumping Station

TXDOT Bridge Replacement and Road Raise @ FM365 Levee Crossing

FM365 Closure Gate

Concrete Floodwall Concrete Floodwall

Port Arthur PAV03A Project Overview: Design-Bid-Build Contract

FM365 Road Closure Gate Construction Plan

Bid Option 3

Project Elements - PAV03A FM365 Road Closure Gate (Zone 8)

• Concrete Floodwall and Closure Gates

• Levee Embankment Fill

• Sheet Pile Cut-Off Wall Installation

• Levee System Stone Armoring Protection (24” Stone)

Stone ArmoringStone Armoring Closure Gates

Gate Well and Culvert Construction Plan

Bid Option 2

PAV03A Project Overview Bid Solicitation Schedule Important Specification Provisions Questions/Open Discussion

Port Arthur PAV03A Project: Bid Solicitation Schedule

2 Feb. 2023: Issue Proposal Documents for Bid

16 Feb. 2023: Pre-Proposal Conference and Project Site Visit

25 Mar. 2023: Receive Proposals

27 Mar. 2023: Source Selection Eval. Board Proposal evaluation commences

15 Jun. 2023: Award Construction Contract

The magnitude of construction for this project is between $25M to $100M

PAV03A Project Overview Bid Solicitation Schedule Important Specification Provisions Questions/Open Discussion

Port Arthur PAV03A Project: Bidder Inquiries

Port Arthur PAV03A Project: Bidder Inquiries

Port Arthur PAV03A Project: Bidding Requirements

Port Arthur PAV03A Project: Basis of Award

Port Arthur PAV03A Project: Price Proposal

Port Arthur PAV03A Project: Price Proposal

Port Arthur PAV03A Project: Technical Proposal

Port Arthur PAV03A Project: Past Performance Assessment

Port Arthur PAV03A Project: USACE Past Performance Quest.

Port Arthur PAV03A Project: Small Business Participation

Port Arthur PAV03A Project: Small Business Participation

Port Arthur PAV03A Project: Geotechnical Engineering Report

Port Arthur PAV03A Project: Important Spec. Provisions

Contract Wages are Subject to the Davis-Bacon Act

Questions / Open Discussion https://www.swg.usace.army.mil/S2G/Port Arthur/

NOTE: Nothing Presented today during this Pre-Proposal Conference or discussed during the follow-on Project Site Tour is binding on the Government unless the Contractor(s) provide their inquiry through the Bidder Inquiries Portal (ProjNet) and the Government provides an Official Response.

https://www.swg.usace.army.mil/S2G/Port%20Arthur/