DD3 Industry Engagement Brief Rev1.pdf

FY25 MCON P1062

Dry Dock 3 Modernization

Norfolk Naval Shipyard Portsmouth, Virginia

Industry Engagement Briefing 25 June 2024Admin notes for virtual attendees:

1. Rollcall: please type your name/organization within MS Teams chat feature if able.

2. Please mute yourself.

2 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Welcome and Introductions

3 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Andy Herr, Project Manager - NAVFAC LANT

Eric Speight, Design Manager - NAVFAC LANT

Brandi Upton, Contract Specialist - NAVFAC LANT

Keith Barbish, SIOP Program Director - NAVFAC LANT

Matt Morris, Deputy Director - NNSY SIOP Office

Hahns Copeland, Supervisory Construction Manager - NAVFAC LANT

Pete Crum, Natural Resource Specialist - NAVFAC PWD Portsmouth

Brad Perkl, SIOP Cultural Resources Program Manager - NAVFAC

PWD Portsmouth

Bill Wheaton, Project Manager - MN+BMcD Joint Venture

Mike Brengel, Project Manager - MN+BMcD Joint Venture

Speakers and Introductions

4 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

0830-0845 Introductions and Opening Remarks

0845-0915 Project Overview

0915-0930 Project Constraints & EV Considerations

0915-1015 Project Scope Details

1015-1030 Break

1030-1100 Existing Conditions – 3D Laser Scan

1100-1130 Proposed Conditions – BIM Overview

1130-1145 Acquisition Plan

1145-1200 Question and Answer Period

Agenda

5 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

These discussions (both in the group setting and during individual one-on-one conversations) are informational and for planning purposes only. This is not a request for proposal. Nothing discussed as part of this event will be evaluated in response to any future requests for proposals.

In this meeting, do not provide the government with any proprietary information, trade secrets, or any other information deemed source selection sensitive, or any information that you do not want disseminated to the public.

Registering for and joining this virtual meeting indicates your understanding and consent to the government making a summary of this meeting publicly available including the question and answer period.

*** All Questions and Comments should be addressed to the Contracting Officer, Rebecca Douglas, Rebecca.v.douglas.civ@us.navy.mil

Ground Rules

6 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Notify Industry of the upcoming solicitation for the P-1062 Dry Dock 3 Modernization at Norfolk Naval Shipyard.

Inform industry as to the scope, timeline, and possible construction challenges for the NNSY DD Project.

Conduct one-on-one discussions and seek responses to project questionnaire.

Foster industry partnering by soliciting innovative private sector input through KTR

RFIs, responses to project questionnaire, and one-on-one sessions to help shape the acquisition strategy, technical solution, and other aspects of the project procurement.

*** NOTE: Everything you see today is a DRAFT and is subject to change

Industry Engagement Goals

7 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Project Background and Scope:

DD3 construction was completed in 1911 and has been upgraded over many years, however DD3 has aged to a condition where it cannot function safely and satisfactorily.

FY25 MILCON for reconstruction of Dry Dock 3 infrastructure to support Los Angeles and Virginia Class Block I-V submarines.

Solicitation:

Design-Bid-Build

Anticipated Advertisement – NLT January 2025

Anticipated Award – February/March 2026

Construction Schedule:

DD3 access provided to KTR in June-August 2026

Interim Milestone – North Crane Rail complete (head to interconnect) January 2029

Construction Complete December 2030

Project Overview

8 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Gate Access

Two gates access Shipyard

One contractor inspection area for clearance of contractor vehicles prior to entry

Security Badges

Two badges required for certain areas of the Shipyard, both require a background check

Dry Dock 3 project is located inside the Controlled Industrial Area (CIA)

DBIDS – Required for entry into NNSY

• Complete SECNAV Form 5512

• Requires 2 Forms of Acceptable Identification Documents - CNICINST 5530.14A

Green Contractor Badge – Required for entry into CIA

• Requires 2 Forms of Acceptable Identification Documents - CNICINST 5530.14A

• Employees must furnish proof of U.S. citizenship

Cameras, Video Equipment, etc.

Use of photographic and video equipment in the CIA requires prior approval from security.

All photographs and videos taken in the CIA requires approval from security prior to release.

Security/Access Requirements

9 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Laydown & Parking

Trailer parking area

Staging &

Stockpile area

Area around DD3 may be used for staging and laydown (including Berths 15, 16, & 17).

• Work area shaded on map with limits of disturbance

• Laydown area limited to the north portion of the crane rail separating the DD6/7 infill.

Maintain emergency response fire lanes within staging and work areas.

Maintain waterfront access to Berth 18

KTR employee parking is not allowed within the NNSY CIA.

• Parking only in designated KTR parking near NNSY

South Gate Annex area (not shown on map).

• Marked as Contractor Parking Long

Berth 18

10 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Primary Work & Laydown Area

11 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Construction

Design

8 FY19

RM17-1090 B261 & B1539 Facility Envelope Repair & SLD Demolition

10 FY22 P-256 Ships Maintenance Fac B510 Conversion

11 FY22 RM19-0182 DD8 Convert Caisson Flood Through

12 FY22 RM22-0455 Repair Berth 40 & 41

13 FY22 P-678 DD8 Saltwater System for CVN-78

14* FY22

RM22-1271 Replace Medium Voltage Circuits and Distribution Equipment

15 FY24 DD4 Refueling Complex (LOE 3)

16* FY24 RM17-1574 Repair Hatch & Prop Training B278

17 FY24

RM19-0364 DD8 Certification Maintenance Repairs

18 FY24 RM19-0173 B163 Repair Welding Shop

19 FY24

RM09-2338 B171 Ship Maintenance Shop Repairs

20 FY25 P-1062 DD3 Modernization

21 FY25

RM20-1531 Replace Drain Pump Systems & Provide Repairs, Pumpwell No. 2

22 FY26 P-732 Electrical Distribution Upgrades

Ongoing and Future Projects

8,15

11,13,1

12 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

National Environmental Policy Act (NEPA) documentation

Target is USACE NWPs 3 & 7, VMRC Habitat Division Permit under CWA 404/RHA10

Coordinating sediment sampling results with USACE/VDEQ

Validating availability of local disposal options for ~3,000CY dredged material

Assessing construction sequence, operational controls, best management practices

Assessing Water Quality Monitoring/Management

ESA and EFH Consultations

National Historic Preservation Act Section 106 Consultation

Memorandum of Agreement development and Historic American Engineering Record

(HAER) Level II Equivalent Documentation

VDEQ Stormwater Management: Water quantity requirements waiver approved

Mixing Zone Study and VPDES Permit Modification (diffuser, post KTR installation)

Air Quality Permit Modification (generators, post KTR installation)

Environmental Considerations (GOVT)

13 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Marine Mammal Monitoring - Mitigate to Zero

Protected Species Observers (PSO) under supervision of qualified Lead PSO that is independent of the project KTR during in-water construction activities

Dredged Material Management and Disposal

Material is not suitable for disposal at Craney Island Dredged Material Management Facility

Disposal at KTR-selected suitable upland facility

Treatment/disposal of decant water

Construction-phase BMPs to Comply with NWPs

Turbidity curtain and absorbent boom for sheens during dredging, cofferdam installation, and pile removal/replacement

Environmental bucket for dredging

Water quality monitoring at cofferdam/dredging

Soft start for in-water pile driving

Environmental Considerations (KTR)

14 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Cultural Resources Compliance

Develop Archaeological Monitoring and Discovery Plan (AMDP)

Employ full-time & part-time archaeological monitors during ground disturbing activities

Soil Management and Disposal

Dewatering Treatment and Management

PFAS, VOCs, Metals

Erosion & Sediment Control

Air Permit Documentation

VDEQ Construction General Permit

Environmental Considerations (KTR)

15 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Project Rendering

16 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Modernize Dry Dock 3 and improve flood resiliency:

Temporary entrance cofferdam & dewatering system

Install tension piles to anchor floor and entrance

Remove granite facing

Reconfigure dry dock cross section extending coping up to EL 106.0.

Construct perimeter utility trench

Replace existing Pumpwell 3 with a Wet Well system:

Deep excavation support system

Wet well and Pumphouse Structures

Includes all systems & controls; collect dirty water

Replace surrounding utility systems & deteriorated infrastructure

Mechanical, Electrical, Crane Rail/Foundations, Railroad, Mooring Hardware

Repair/extend Refueling Tunnel and DD2/3 Drainage Tunnel

Project Scope Summary

17 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Dredge alignment prior to pile installation

PP60x1.00 w/ pile connectors (ripped PS31), 145 VLF

Designed for up to 58.25 ft of hydrostatic head

9.5 ft min thick tremie slab

Concrete closure walls anchored to granite

Temporary floodwall to permanent floodwall up to EL106.0

Remove Berth 15 & Berth 16/17 fender piles

Cut off cofferdam piles at mudline at end of construction.

Entrance Cofferdam

18 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Overall Structural Demolition Site Plan

Sequence work such that grade beam demolition is spaced at least 50ft apart.

- Demolish crane rail, crane & tie beams

- Cut off crane rail timber piles

- Demolish existing bollards & capstans;

cut off timber piles.

50’+/-

Sheeting, as req’d

Substation

Pumpwell

Bldg.

19 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Dry Dock Demolition

Constructed circa 1903

554 ft long, unreinforced

Granite blocks, forming multiple altars

Timber pile supported

Lengthened in 1910

178 ft long extension, unreinforced

Soil supported

Existing Floor

13ft +/- thick

Longitudinally sloped to river (1.85 ft)

Demolition Depth

Min. 1ft below granite blocks

Min. 5.5 ft at entrance

Full wall depth at wet well interface

4’ dia. core drill blockouts for H-piles

20 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Demolition – Section

21 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Circa 1910 Photos

22 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Overall Structural Site Plan

Capstan & Bollard

(4.5ft drilled shafts)

Grade Beam

P/S Panel

25’

Trench Drain

Wet

Well

Intake

Sump In-haul Rail

Refueling Tunnel

Doghouse &

DD2/3 Suction

Tunnel

23 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Construction - Section

24 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Intake Sump & Culvert

25 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Structural & Miscellaneous Metals

Cofferdam Pile Piles: ASTM A252, Grade 3 Modified (fy = 60 ksi)

Steel Sheet Piles: ASTM A572, Grade 60

Crane Beam Pipe Piles: ASTM A572, Grade 50

Dry Dock Floor H-Piles: ASTM A252, Grade 3 Modified (fy = 50 ksi)

Duplex (Type 2205) Stainless Steel Selectively Used in Dry Dock Basin

Cast-in-Place Concrete

Marine Concrete:

• f’c = 4,500 psi (typical)

• f’c = 5,000 psi (immersed, river walls)

Self-Consolidating & Tremie Concrete: f’c = 3,000 psi

Precast Concrete Wall Panels : f’c = 5,000 psi

Prestressed Concrete Floor Panels : f’c = 6,000 psi

Structural Materials

26 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Provide entrance floor piling prior to wet well & sump excavation.

Prior to filling existing pumpwell:

Demolish and reconstruct river walls.

Route wet well discharge and intake pipes to river.

Sequence work such at that grade beam demolition is at least 50 ft apart.

Provide floor piling and grade beams prior to dock wall demolition.

Sequence SCC wall placement to enable uniform load along length of dock.

Altar #1 is closure between floor panels and Altar #2.

Dry Dock Structural Sequencing

27 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Portion of crane rail along north side of DD3 and at the DD2/3 crane rail interconnect must be complete by January 2029.

Portal crane rail access required in this area required by NNSY from:

January - August 2029

February - September 2030

KTR will continue to have access to this area during these periods.

Interim Milestone

28 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Entrance cofferdam, pipe & HP pile driving.

Dewatering well system, lowering of ground water

Material handling – granite, soils, concrete

Deep excavation for wet well & intake sumps

Caisson seat concrete and armor plate tolerances

P/C wall & P/S floor panel erection

Concrete quality program during project

Long Lead Items

Entrance cofferdam piling (rolling, fabrication & shipping)

Wet Well excavation support piling (rolling, fabrication, & shipping)

Structural Construction Challenges

29 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Cannot interfere with Shipyard operations

Ongoing operations in adjacent buildings and dry docks

Coordination of utility, rail, and road outages and cutovers

Maintenance of fire lanes (emergency access)

Maintenance of building/facility access

Aged infrastructure

Limited ingress due to security (Controlled Industrial Area)

Access controls for personnel, vehicles, and waterborne equipment

Limited laydown area

Environmental / Permitting

Soil/sediment contaminants

Groundwater contaminants

Protection of historic/cultural resources

Challenges of Working in a Shipyard

30 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Instrumentation & Survey Monitoring

Temporary Dewatering System

Piezometers through floor and surroundings

Dewatering well system around dock perimeter (and through dock floor as required)

• EL 60.0 surrounding dock

• EL 35.0 surrounding wet well

Magnetic settlement gauges

Place around critical buildings

Spider magnets

Datum magnet at bottom of hole

Benchmarks

Crack monitoring

Monitor existing coping of dock to ensure there is minimal moment.

Vibration monitoring at adjacent facilities

31 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Dockside Utilities

Site Utilities to be Replaced or Added:

Fresh Water

Salt Water

Submarine Firefighting (FW)

Dry Dock Firefighting (SW)

Dry Hydrant at River

Steam

Compressed Air (Low Pressure)

Compressed Air (High Pressure; from

Refueling Tunnel)

Compressed Air (Temporary Reactor Air;

from Refueling Tunnel)

Sanitary Sewer (CHT)

Nitrogen (from Refueling Tunnel)

Oily Waste/Waste Oil (OWWO)

Ship Saltwater Drainage (ASW)

Emergency Mobile Pump Piping System

(EMP)

Clean Water Header and Trench Drainage

32 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

North Side Trench Example

South Side Trench Example

33 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

CA Floor Riser Example

Dockside Utilities

South Side Floor

(EMP and ASW Riser)

34 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Wharf Wall (ASW and EMP Discharge into River)

35 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Install major electrical components (see next slide)

Underground distribution construction

Sequence feeder reconstruction to maintain power to existing adjacent facilities

Electrical systems supporting equipment installation along coping wall / dry dock

Underground telecommunications construction

Telephone

Fiber optic data, AMI, and SCADA

Fire Alarm System

Salvage, store and reinstall existing radio fire alarm transmitters around Dry Dock – replace antennas

Mounting plates in Dry Dock for Government portable systems

Refueling Tunnel Alarm System

Removal and installation of heat sensing cable for tunnel extension

Addition of notification and fire alarm pull boxes – connect back to existing Building 1475 systems.

Site Electrical / Telecom / Fire Alarm

36 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Existing Unit Substations

SF6 Pad Mounted Switches *

MV Pad Mounted Transformer *

Low Voltage Industrial and Shore Power Connection Boxes *

Low voltage connection boxes (industrial, shore, caisson power)*

Crane Hotel Power

Capstan Power

Communications Shore Tie Stations (e.g. dockside telecommunications connections)

Underground Distribution System (e.g. conductors, duct bank, and vaults)

* Denotes long lead items *

Major Site Electrical Components

37 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Coordination with existing and new utilities

Coordination of underground installation with structural construction

Medium voltage phasing

Circuit identification

Protecting temporary above ground conductors

Building access

Site Electrical Challenges

38 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Demolish existing steel structure within PW3

Core through thick existing PW3 concrete wall for new discharge and intake pipes

Fill PW3 with Self-Consolidating Concrete

Existing Pumpwell Demolition

View of PW3 and Existing Modeled Steel View of Distribution Piping from Wet Well through PW3

39 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Mechanical demolition to include all existing piping, valves, pumps, motors, actuators, and associated appurtenances

Notable equipment includes pumps, motors, and control centers

Existing Pumpwell Demolition

40 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Excavation Support System:

W44x335 Wide Flanges and NZ19

Sheet Pile Wall

Jet Grouting

• Jet Grouting 20 feet thick (EL 35 to EL

15) at bottom of Wet Well footprint

• Jet Grouting on the south side between the Wet Well and existing DD6 substructure (EL 93 to EL 15)

Dewater Wet Well area to EL 35

Sequenced Excavation / Support

30" Diameter, 1" Thick Steel Pipe

Struts

3 Rows of 12" Diameter Grouted

Tiebacks (45 Deg Angle)

• Ranging 215-273 Kips of Capacity

• 20-30 Feet of Unbonded Length

• 34-44 Feet of Bonded Length

Wet Well Construction

41 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Shell Only: Wet Well Walls

6' Thick Concrete Exterior Walls

3' Thick Concrete Baffle Wall

Laying Rebar for later construction of beams, slabs, and concrete corbels

Adding in Floors:

Pump Level – Below Grade

• 18” Thick Concrete Slab

• Concrete Beams

Control Level and Roof – Above Grade

• Concrete on Non-Composite Deck

• Steel Beams

• Overhead Coiling Doors

• 8’ x 8’ Roof Hatches for Equipment Access

Elevated Generator Equipment Platform

(9) 12” Diameter Steel Pipe Piles

24” Thick Concrete Flat Slab

34' X 34' Equipment Platform Plan

42 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

(6) 350hp Vertical Pumps

(4) 60hp Sump Pumps

(2) Sluice Gates

30” - 48” Check and Gate Valves

30” - 48” Ductile Iron Piping

6” - 10” HDPE Piping

Dock Control Panel

43 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

(2) 96” x 72” Sluice Gates

Above-grade actuators

Watertight thimble plates (uplift)

Several other watertight penetrations

Large diameter pipes

Environmental Process Pump removal plates

44 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Custom Dock Control Panel

Control and monitoring of pumps

Control of valves and gates

Water level monitoring, etc.

Notable Control/Monitoring Equipment

Valve/Gate Actuators

Level Monitoring Systems

Pump Motors

Flow Meters

45 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Long Lead Equipment Includes:

Vertical Drainage Pumps and Motors

Dry Dock Control Panel

Large Valves

• Check and gate valves

• Many valves are required to be duplex stainless steel construction

Sluice Gates/Weirs

46 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Telecommunications

Infrastructure for DoD and shipyard data networks & cabling

Separate infrastructure for SCADA network equipment & cabling

Passive Distributed Antenna System (DAS) for distributing VHF/UHF signals into the Wet Well

47 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Fire Alarm

Addressable system

• FACU, Fire Alarm Transmitter, Remote Annunciator

• Control and pump levels

Initiating Devices: smoke detectors, waterflow switch, manual pull stations, etc.

Notification Devices: horn/strobes

Class B circuits

Fire Suppression

Domestic water supply from Dry Dock

Automatic wet-pipe system

• Light and Ordinary Hazards

• One riser serving control and pump levels

Riser and wall-mounted PIV at control level

FDC on plan west side

Wet Well Fire Protection

48 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Wet Well Electrical Power Distribution

49 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

5-Way, SF6 Switch powered from two 11.5kV feeders from Distributions IV and XII

4.16kv MCC2 powers drainage pumps DP-1 thru DP-6

480V MCC1 powers the remaining Wet Well Mechanical loads

480V SWBD1 powers the main Wet Well distribution system

800KW 480V Diesel Generator with 400KW resistive load bank for backup power of drainage pumps and critical systems

Wet Well Electrical Power Distribution

50 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Long Lead Times

800KW 480V Generator and Enclosure

• 400KW Resistive Load Bank

4160V, 800A Switchgear

480V, 600A Switchgear

800A Automatic Transfer Switch

2500KVA 11.5KV – 4.16KV Transformer

750KVA 480V – 4.16KV Transformer

500KVA 11.5KV – 480Y/277V Transformer

Generator Service Agreements

Short lead time parts within 24 hours.

Long lead time parts within 72 hours.

Authorized service support within 50-mile radius or 1-hour response time.

Wet Well Electrical Considerations

51 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Transition to Videos

52 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Procurement Strategy

Brandi Upton

Contract Specialist, SIOP

Naval Facilities Engineering Systems Command Atlantic

Construction Acquisition

53 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Procurement Strategy

Project Budget

- DFARS 236.204 Magnitude of Construction: Over $500,000,000

- Project is incrementally funded from FY25 through FY29

Overall Contract Duration

Approximately 4.5 years

Construction Contract

FY25 MCON P-1062 Dry Dock 3 Modernization

Request for Proposals (Single Solicitation Package)

- Best Value Source Selection (BVSS) – Trade-off

54 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

FAR 15.1 Competitive acquisitions – proposals will be evaluated in an impartial and comprehensive manner, ultimately leading to the selection of the proposal that represents the best value to the Government.

Best value - the expected outcome of an acquisition that, in the Government's estimation, provides the greatest overall benefit in response to the requirement.

FAR 15.101-1 – Tradeoff process

Used when it may be in the best interest of the Government to consider award to other than the lowest priced offeror or other than the highest technically rated offeror.

All evaluation factors that will affect contract award and their relative importance shall be clearly stated in the solicitation.

The solicitation shall state whether all evaluation factors other than cost or price, when combined, are significantly more important than, approximately equal to, or significantly less important than cost or price.

Past performance will be evaluated in accordance with FAR 15.305.

Best Value – Tradeoffs

55 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

FAR 15.101-1 – Tradeoff process

Evaluation Factors:

• Price

• Technical Factors (not inclusive):

– Past Performance (shall be equal to technical factors

– Small Business Utilization (if procurement is unrestricted)

– Safety

Evaluation Factors

56 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Industry Engagement Part 2:

One-on-One Meetings by request TBD

• Review of GOV provided questions

• Information in discussions will not be shared publicly

Expected Project Schedule:

November 2024-January 2025: RFP Release

Proposals Due: 90 days after RFP Release

Proposal Evaluation: Q3-FY25 to Q2-FY26

Award: Q2-FY26

Construction Start: Q4-FY26

Construction Completion: Q1-FY31

Solicitation and Award Venue: https://sam.gov

Note: Dates and acquisition strategy are still in refinement, and subject to change. Source selection evaluation factors will be specifically defined in the solicitation.

Next Steps https://sam.gov/

57 Dry Dock 3 Modernization, Norfolk Naval Shipyard, Portsmouth, Virginia

Questions?