PoNM_Phase 1A_IndustryDay_20250115.pdf

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Port of Nome Modification Phase 1A, Nome, Alaska
Solicitation number
W911KB25R0026_INDUSTRY_DAY
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This is an industry day presentation for the Port of Nome Modification Phase 1A project in Nome, Alaska, scheduled for January 16, 2025. The US Army Corps of Engineers Alaska District is soliciting construction services for a $250-$500 million firm-fixed-price contract (W911KB25R0026) that includes building a 1,200-foot causeway extension with an 18-ton armor stone protection, a 600-foot OpenCell sheet pile dock, and removal of a 250-foot Spur Breakwater.

The project involves construction of layered aggregate and rock embankment, a 30-foot wide road surface, excavation of seabed material, and installation of high mast lighting foundations. Technical requirements include equipment capable of accurate rock placement to -35 feet MLLW and mechanical dredging to remove sediment, cobbles and boulders. The procurement will use a best value tradeoff process with evaluation factors including past performance, technical approach, small business participation, and price. Award is anticipated in August 2025. The industry day will be held at Old St. Joe's Hall in Nome with one-on-one consultation sessions available. Contractors must submit attendee information by January 14, 2025, though attendance is not mandatory for bidding.

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PORT OF NOME MODIFICATION,

NOME, AK

USACE Alaska District

Phase 1A – West Causeway Extension Industry

Day

Date: Thursday, 16 January 2025

Time: 10:00 A.M.

CONTRACTING

CONTRACTING

• W911KB25R0026 PORT OF NOME MODIFICATION PHASE 1A – Unrestricted, Fully Designed, FFP Construction Project

• Draft RFP:

https://sam.gov/opp/c88ec9ff2ce34385aca8b6661deee22c/view

• Estimated Magnitude is $250 - $500 Million

• Award will be based on Tradeoff process described in FAR 15.101-1 to determine the proposal which represents the best value to the Government. All evaluation factors, other than price, when combined, are equal to price.

• Evaluation Factors will include Past Performance, Technical Approach, Extent Of Participation Of Small Businesses, and Price.

https://sam.gov/opp/c88ec9ff2ce34385aca8b6661deee22c/view

PROPOSAL PACKAGE

• It shall be the contractor’s responsibility to check the PIEE website for the solicitation and any

Amendments and to submit proposals.

• Required Pre-award Information - Project Labor Agreement (PLA) – complete and signed with the proposal IAW FAR Provision 52.222-33

• Small Business Subcontracting Plan – LG Businesses Upon request by the Contracting Officer for the apparently successful offeror

CITY OF NOME

TYPES OF VESSELS PORT OF NOME SERVES

COMMODITY MOVEMENT

TYPES OF VESSELS PORT OF NOME SERVES

SHIP RESUPPLY/CREW CHANGE

Beyond the Breakwater 2023

Vessel Type Northbound Southbound Cargo 49 49 Dredging 36 34 Tug 193 204 Fishing 170 174 Passenger 6 6 Pleasure 41 47 Research 66 66 Government 3 3

CONSTRUCTION ACCESS AND LAYDOWN

• Repair to pre-storm conditions.

• FEMA Funding.

• Bids due 23 JAN 2025.

• Anticipated Award MAR 2025.

• Construction Complete NOV 2025.

CAPE NOME JETTY REPAIR

USACE – CIVIL WORKS

KEY STAKEHOLDERS

OVERVIEW OF PORT OF NOME MODIFICATION PROJECT

• First Corps’ construction on Harbor began in 1917.

• Port last upgraded in 2006 to -22 ft MLLW.

• Port Modification authorized for construction in WRDA

2020.

• Provides support to Nome users and regional communities utilizing Section 2006 of WRDA 2007.

• Allows navigation projects in Alaska to be justified based upon:

• Community Viability

• Public Health and Safety

• Access to Subsistence Resources

• Cultural Significance

• Feasibility Report March 2020.

• Design Agreement executed June 2021.

• Project Partnership Agreement executed January

2024.

• Advertise 27 February 2024.

• Proposals due 29 April 2024.

Deep

Water

Basin

PROJECT PURPOSE AND OBJECTIVES

• United States only deep-water port in the Arctic.

• Provides a critical link with 60 communities and the rest of Alaska.

• The existing port facilities in the region are overcrowded and have insufficient draft to accommodate larger and deeper drafting vessel traffic.

• The proposed project objective is to improve support for multiple maritime missions: cargo transportation, search and rescue, emergency and oil spill response, natural resource exploration by:

• Reducing draft limitations to allow use by more efficient vessels.

• Increasing dock space to serve more vessels safely and to avoid delays.

• Increasing navigation area to allow for safe and efficient maneuvering of all vessels.

PORT OF NOME MODIFICATION PROGRAM

Phase 1A Phase 3Phase 2Phase 1B

West Causeway Extension

1,200 ft. Causeway

600 ft. Dock

Advertise: FEB 2025

Award: AUG 2025

East Causeway

2.410 ft. Causeway

800 ft. Dock

1,450 ft. Breakwater

130 ft. Causeway Bridge

Advertise: FEB 2028

Award: SEP 2028

Harbor Deepening

-28 ft. MLLW Outer Basin

-40 ft. MLLW Deepwater Basin

Advertise: MAY 2026

Award: SEP 2026

West Causeway Extension

2,284 ft. Causeway

1,870 ft. Dock

Advertise: FY29

Award FY29

PHASE 1A – WEST CAUSEWAY EXTENSION

Project:

• West Causeway Extension

• 1,200 ft. Causeway

• 600 ft. Dock

• Existing Spur removal

USACE DESIGN CAUSEWAY ARMOR STONE AND

DREDGING (VOLUME 1)

Removal of Spur Breakwater

WEST CAUSEWAY – VOLUME 1

600’ Sheet Pile Dock

1200’ Causeway Extension

Phase 1A (November 2024):

• 18T seaward armor stone, 1.5H:1V

• 13.5T harborside armor north of the dock

• 18T armor south of the dock

• Causeway width expanded to approximately 50 feet to accommodate utility corridor.

• Expanded width continued through nose sections to accommodate future phases. Head section shown below.

HARBOR DESIGN - SECTIONS

ANTICIPATED HAUL ROUTES

STAGING AREAS

PND DESIGN – DOCKS AND MOORINGS (VOLUME 2)

Extend Causeway and

Roadway ~1,200’

(Phase 1A)

New ~600’ OCSP

Dock Structure

(Phase 1A)

Existing East Breakwater to Remain

(Phase 1A)

Phase 1A

ADD IN OCSP CROSS SECTION FOR DISCUSSION

ANDREA IS WORKING THIS

Typical Causeway Cross Section at Dock

235’ Wide Causeway High Mast Foundation

X-WYE PILE

X-Wye Pile

• Similar to X-Pile

OCSP TEMPORARY SUPPORT

Reference Specification 35 31 16.19

OCSP STABILIZATION

Reference Specification 35 31 16.19

GEOTECH

• Geophysical Survey – Sub-Bottom Profiler and Magnetrometer

• 47 sub-surface objects (likely boulders). Possible areas of dense boulders identified (Fig. 27 of Geophysical Survey Report)

• 16 ferrous objects of interest,

• 1 within breakwater extension (OBJ-13)

• Geotechnical Investigation

• 16 borings

GEOTECHNICAL CONDITIONS

• General Soil Profile Along Breakwater

I. Marine Sands

II. Reworked Marine Sands and Till

III. Glacial Till

IV. Marine Sediments

V. Glacial Rubble

VI. Bedrock

• Medium-Dense Marine Sands ~10-13.5 ft thick

• Anticipate conventional dredging methods

GEOTECHNICAL CONDITIONS

CAMP Facilities:

1.12 CAMP FACILITIES

There are no Government owned camp facilities at the job site for the Contractor's use.

1.12.1 Required Workforce Camp

Provide temporary housing for non-resident contractor and subcontractor employees. Utilization of housing existing prior to the contract award date is prohibited.

Upon completion of the project, remove temporary housing established for the contract. Any temporary fill used for these facilities shall be removed and placed in accordance with local, state, and federal regulations.

Questions:

Michelle.R.Mandel@usace.army.mil

CLOSE OUT

REF.

SPECIFICATIONS

• CAMP FACILITIES

• 01 19 40.00 29

THANK YOU

Slide 1: Port of nome modification, nome, ak
Slide 2: Contracting
Slide 3: Contracting
Slide 4: Proposal package
Slide 5: City of Nome
Slide 6: Types of vessels port of nome Serves
Slide 7: Types of vessels port of nome Serves
Slide 8
Slide 9
Slide 10: Construction access and laydown
Slide 11: Cape Nome Jetty repair
Slide 12: USACE – Civil works
Slide 13: Key stakeholders
Slide 14: Overview of Port of Nome Modification Project
Slide 15: Project Purpose and Objectives
Slide 16: Port of Nome Modification Program
Slide 17: Phase 1A – West causeway extension
Slide 18: Usace design causeway armor stone and dredging (volume 1)
Slide 19: West Causeway – Volume 1
Slide 20
Slide 21: Anticipated haul routeS
Slide 22: Staging AREAS
Slide 23: Pnd Design – docks and moorings (volume 2)
Slide 24
Slide 25: Add in OCSP cross section for discussion Andrea is working this
Slide 26: X-Wye Pile
Slide 27: OCSP Temporary Support
Slide 28: OCSP Stabilization
Slide 29: geotech
Slide 30: GeotechNICAL CONDITIONS
Slide 31: GeotechNICAL CONDITIONS
Slide 32: Close out
Slide 33: Thank you

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