693JF726R000011_SOL_CAPE_H_Layberthing_West_Coast.pdf

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Layberthing Services for up to Three CAPE H Vessels, CAPEs HORN, HUDSON, and/ or HENRY on the West Coast
Solicitation number
693JF726R000011
Issued by

About this file

This is a Statement of Work (SOW) for layberthing services for up to three CAPE H class RO/RO vessels (CAPE HORN, HUDSON, and/or HENRY) on the U.S. West Coast. The Maritime Administration (MARAD) requires comprehensive berthing facilities and support services at locations spanning from the southern tip of Florida westward to the southern tip of the Texas coast, including navigable waterways capable of safely supporting these vessels. For inland waterways, berth locations must not exceed 150 miles from open waters, and for the Mississippi River, berths must be located south of the Baton Rouge area. If vessels are berthed at separate facilities, they must be no more than five miles apart.

The contractor must provide extensive infrastructure and services including mooring arrangements, fendering systems, pier apron access (capable of supporting HS-20 trucks and firefighting vehicles with 425 lbs/sq ft uniform loading), shore power (1,200 amps at 480 volts), potable water connections, sewage services, telecommunications, site inspection boats, oil spill response plans, security (fencing, guards, CCTV cameras), and first responder/fire fighting capabilities. The CAPE H class vessels have specific physical characteristics detailed in Attachment 1, including a 749-foot length overall, 105-foot beam, 13-foot forward draft at layberth, and 139-foot air draft. Deliverables include a Heavy Weather Mooring Plan, Physical Security Plan, annual soundings, Plan of Action and Milestones, permits/licenses/leases documentation, Oil Spill Plan, potable water laboratory reports, mooring fitting pull test results, and proof of insurance. Contract pricing is structured on a Fixed Price (FFP) basis with separate line items for initial services and annual option years (through July 15, 2036). Award will be based on technical acceptability (acceptable/unacceptable) as the primary factor, followed by price evaluation, with option periods evaluated by adding one-half of the final option period's price to the total evaluated price.

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West

SECTION B - SUPPLIES / SERVICES AND PRICE

up to CAPE H HENRY, CAPE HORN, CAPE HUDSON) on West Coast.

SF- ):

See solicitation CLINS.

a - - - -

. MARAD - -

FFP -

one , hree

SECTION C - STATEMENT OF WORK

C

CAPE HENRY, CAPE HORN, CAPE

HUDSON

C

Full-

Non-

C.4

The Contractor’s Obligations.

Plan of Action and Milestones.

(C) Permits/Licenses/Leases.

(D) NEPA requirements.

Until the NEPA review is completed, no action concerning the proposed project may be taken that would have an adverse environmental impact or limit the choice of reasonable alternatives.

(E) OSHA, USCG, and Safety.

Roadways

Parking. -

Accommodation Ladder.

4. Communications.

Site Inspection Boat.

Oil Spill Plan.

Shore Power.

Electrical Power.

Metered Potable Water.

4. Telephone Service.

Sewage. -

Connect/Disconnect Services.

7. Utility Usage Fees.

8. Garbage Collection.

Recycling Collection.

First Responders.

Fire Fighting Capability.

Moorings.

Additional Services.

C -SERVICE PORT COMPLEX

C.7 ENGINEERING DRAWINGS

Proposed Mooring Plan/Facility Drawing and As-Built Mooring Plan/Facility Drawings. scale

C.8 WATER DEPTH

Soundings.

- -on

Working Area.

Obstructions.

4. Dredging.

Dredging Completion Certificate.

Turning Area.

7. Air Draft.

C.9 MOORING ARRANGEMENT

Date.

Heavy Weather Mooring Plan.

Mooring Plan Distribution.

C FENDERING

C PIER APRON

HS- -

on

CAPE H CLASS

Pressure Exerted 430 lbs./ft2 Base Area 1,120 ft2

CAPE H CLASS

Distance Aft 132 ft Distance Horizontal 59 ft

C-

Layberth Access.

Access List.

Security Fence.

AASHTO HS- -

use.

in UFC 4- -

4. Waterside Barriers.

Security Guards.

-ins.

Lighting.

7. Closed Circuit Television (CCTV) Cameras.

-Tilt-

8. Security Plan.

9. Privately Owned Vehicles (POV).

Mail and Deliveries.

C- CONTRACT PRICE

Section

Section lines,

(B) Connect/Disconnect Services

(C) Security Services in Section C- -

C- (A) bill.

SECTION D - PACKAGING & MARKING

(None)

SECTION E - INSPECTION AND ACCEPTANCE

ss:

Clause/ Title/ Date

- -Cost -

E.4 INSPECTIONS

SECTION F - DELIVERABLES & SCHEDULE

The vessels shall be layberthed on the U.S. West Coast from the southern tip of Florida including all coastal ports westward to the Southern tip of the Texas West Coast inclusive of navigable waterways that can support the safe berthing and navigation of the size vessel identified. For potential sources located on inland waterways the distance to open waters must not exceed 150 miles. For the Mississippi river, berths must be located from the Baton Rouge area south. Vessels can be berthed at separate facilities but must be no more than five (5) miles apart.

- ( -YEAR) LOCATION: _______________________________________

____YES or ____NO

____YES or _____NO

SECTION G: INVOICE REQUIREMENTS - Electronic Submission of Payment Requests

(a) -applicable

(4) line-

-an- -i- -an-account- -initiate -

Point of Contact:

Ken Egbuna:

SECTION H. SPECIAL CONTRACT REQUIREMENTS

is

H.4 INDEMNITY AND INSURANCE

Any references in this contract or solicitation to H.4 refer to this clause.

I INDEMNITY

negligence

II INSURANCE

III TYPES OF INSURANCE AND MINIMUM COVERAGE

--Pollution –

IV FORM OF CONFIRMATION

-7 REDUCTION IN CONTRACT PRICE.

EXCLUSIVE USE OF FACILITIES

H.7 REDUCTION IN CONTRACT PRICE

SHORE SERVICES

- OPTION YEARS

SECTION I – CONTRACT CLAUSES AND PROVISIONS

Provisions Title Dates

– (NOV 2021)

(NOV 2021)

- (NOV 2021)

- (OCT 1997)

Clauses Title Date

-07 Anti-

(Aug 2020)

(OCT 1995)

(Oct 1995)

- -Cost-

TAR 1252.232-70 (DEVIATION) (AUG 2025)

01- 0 (NOV 2022)

07/15/2036.

(07/16/2026 to 07/15/2036) be

SPECIAL CONTRACT REQUIREMENTS

- - -09-option clause.

STATUTES OR EXECUTIVE ORDERS — COMMERCIAL PRODUCTS AND

COMMERCIAL

MAR 2026

U.S.C.

Section J List of Attachments

J.1 List of Attachments

PART III - LIST OF DOCUMENTS, EXHIBITS

AND OTHER ATTACHMENTS

SECTION J - LIST OF ATTACHMENTS Pages

1. Attachment 1: Characteristics of the CAPE H CLASS RO/RO 2

CHARACTERISTICS

2. Attachment 2: Electrical rates ($/KWH) for determining Annual 7 Electrical costs

3. Attachment 3: Deliverable Document Requirements 8

ATTACHMENT 1

CHARACTERISTICS OF CAPE H CLASS RO/RO VESSELS

CAPE H CLASS PHYSICAL CHARACTERISTIC DATA:

LENGTH OVERALL: 749’-08’

LENGTH BETWEEN PERPENDICULARS: 693’-11”

BEAM: 105’-10”

ESTIMATED DRAFT AT BERTH: 13'-00" FWD

29'-00" AFT

MAST HEIGHT (MAX ABOVE BASELINE): 165'-00"

ESTIMATED AIR DRAFT: 139'-00"

ESTIMATED DISPLACEMENT (LAYBERTH DRAFT): 27,000 L/T

LIGHTSHIP DISPLACEMENT: 15,000 L/T

DEPTH FROM KEEL TO WEATHER DECK: 66' 03"

TYPE OF RAMP FIXED STARBOARD QUARTER

PREFERRED MOORED POSITION: STARBOARD SIDE TO

IF NESTED, NESTING REQUIREMENT: BOW-TO-BOW ONLY

APPROXIMATE SAIL AREA AT LAYBERTH DRAFT: 48,000 Square Feet

APPROXIMATE PARALLEL MID-BODY: FROM 170’ to 450’

In addition to those locations identified in Section C.4., it is required that the following locations on the vessel be accessible by a pier apron that permits two-way passing of HS 20-44 trucks or firefighting vehicles, whichever is greater, and has a uniform loading of 425 lbs per square foot.

SHIPS STORES CRANES:

LOCATION: 98’ Forward of Stern

CAPACITY: 5 L/T

HAAGLUND CRANES:

LOCATION: 541’ Forward of Stern

CAPACITY: 39.4 L/T

ACCOMMODATION LADDER:

LOCATION: 275’ FORWARD OF STERN

LENGTH/LEAD: 60’ LONG/FORWARD LEADING

HEIGHT OF SHIP ENTRY: 66’ ABOVE KEEL (BASELINE)

UTILITY REQUIREMENTS:

SHORE POWER CONNECTION FRAME 91 STARBOARD SIDE

REQUIRED AMPERAGE: 1200 AMPS

REQUIRED VOLTAGE AT SHIP: 480 VOLTS

ESTIMATED DAILY KWH USAGE: 5,200 KWH

POTABLE WATER CONNECTION UPPER TRAILER DECK, FRAME 20

AND 185 PORT AND STARBOARD SIDE

ACCESS/RAMP DATA:

TYPE OF RAMP: FIXED STARBOARD QUARTER

RAMP LENGTH (DEPLOYED): 132’ FROM STERN

RAMP BASE AREA: 1120 SQFT

RAMP WEIGHT: 357 LTONS

PRESSURE EXERTED ON PIER: 430 LBS/SQFT

RAMP DISTANCE OFF CENTERLINE: 59 FT

RAMP DISTANCE OVER THE PIER: 59’ 1”

RAMP POSITIONING: STARBOARD QUARTER

THRESHOLD HEIGHT: 43’ – 0” (above keel)

RAMP ARTICULATION: FROM 3º - 9'2” BELOW DOCK TO 9º -

24’7” ABOVE THE DOCK

RAMP WORKING RANGE: FROM 34’ BELOW THRESHOLD

HEIGHT TO 9’2” ABOVE

MINIMUM CLEAR ROADWAY: 35’ (TWO-WAY TRAFFIC) / 45’

(TURNING RADIUS)

MAX BULL RAIL/CURB HT: 0’ – 0”

MAX DISTANCE OFF BERTH

(RAMP USABLE): 16’ – 5”

ATTACHMENT 2

Electrical Rates for Determining Annual Electrical Cost

J.2 Attachment 2: Electrical Rates for Determining Annual Electrical Cost

National Index of Electrical Rates for Determining Annual Electrical Costs

The average state commercial rates are taken from the Comprehensive State Energy profiles of the Energy Information Administration. Average Retail Price of Electricity to Ultimate Customers by End- Use Sector, by State, December 2023. Rates were found at https://www.eia.gov/electricity/monthly/epm_table_grapher.php?t=epmt_5_6_a

The table below shows Average Retail Price of Electricity to Ultimate Customers by End-Use Sector, by State, December 2023 (Cents per Kilowatthour)

State Commercial $/KWH California $0.2734 Oregon $0.1048 Washington $0.1060

ATTACHMENT 3

Deliverable Document Requirements

J.3. Attachment 3: Deliverable Document Requirements

1) Heavy Weather Mooring Plan, as required per C-7 and C-9.

Minimum required contents of the Heavy Weather Mooring Plan:

Executive Summary:

Purpose and scope of study Summary of key finding and recommendations

Introduction/Background Section:

General description, Vessel configuration (single or nested) as well as key particulars Design criteria for wind, tide, and current Location and details of pier (google earth or other); necessary drawings to be included in the appendix Software used Analysis methodology

Mooring Arrangement Section:

Arrangement, condition, strength and type of mooring equipment, lines and fittings – for both the vessel and pier.

Analysis Section:

Modeling details: vessel condition, pre-tensions, source of data List of assumptions with justification Results summarized in tables and graphs as appropriate

Conclusion Section

Appendices:

Drawings Model Graphics Fender Loads Mooring Hardware

References

Examples of details:

2) Physical Security Plan per C-12(A) 8.

3) Annual Soundings per C-8(A).

4) Plan of Action and Milestones, as required per C-4(B).

5) Permit/Licenses/Leases per C-4(C).

6) Oil Spill Plan per C-5(A) 6.

7) Potable Water laboratory report per C-5(B) 3.

8) Mooring fitting pull test results per C-9 (A) 1.10.

9) Insurance per H.4 II

10) Ownership/Use of facilities for the contract period per H.9

SECTION K - REPRESENTATIONS & CERTIFICATIONS

K.1 FAR 52.204-7 -

K.2 FAR 52.204-8 -

(For SB Set aside ONLY)

Offeror Name: _____________________________________ CAGE Code / UEI: __________________________________ Authorized Official: ________________________________ Title: _____________________________________________

Signature: _________________________________________ Date: _____________________________________________

SECTION L – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

L.1 INTRODUCTION

(See SAM.GOV)

L.4 VOLUME I - TECHNICAL PROPOSAL

R s

4 -

Pilots Tugs

SECTION M - EVALUATION FACTORS FOR AWARD

M.1 BASIS FOR AWARD

its

P

2.1 Technical Acceptability Rating

Acceptable

Unacceptable

2.2 Price Evaluation

M.3 FACTOR 1 - TECHNICAL ACCEPTABILITY CRITERIA (acceptable/ unacceptable)

-9

a. Recent ( - -

Post-

M.

HS- -

M.

M.4 -

Acceptable.

The Government will evaluate the Option to Extend Services under FAR 52.217-8 by adding one-half of the final option period's price to the total evaluated price.

DETERMINATION

File details come from the government source that posted it. Updated .