PoNM_Phase 1A_IndustryDay_20250115.pdf
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- Port of Nome Modification Phase 1A, Nome, Alaska
- Solicitation number
- W911KB25R0026_INDUSTRY_DAY
About this file
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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| File | Type | Posted |
|---|---|---|
| Industry Day Nome Virtual.pdf | ||
| Industry Day Nome In Person_20250116_Redacted.pdf |
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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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