P381 Industry Day Brief 111319 AFPR.pdf

P-381 Multi Mission Dry Dock #1

Industry Day Portsmouth Naval Shipyard (PNSY)

Kittery, ME

13 NOV 2019

Facility Layout

Main Room

Breakout Rooms

Bathrooms and Elevator

Bathrooms and Elevator

Facility Layout

Main Room

Breakout Rooms

Breakout Rooms

Commonwealth 1 Commonwealth 2-4

Lexington Room

Minuteman Room

Ground Rules

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

• 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.

• If you have not already done so, please sign the acknowledgement / sign in sheet, indicating your understanding and consent to the government making publically available a summary of the information discussed in the morning question and answer period.

*** Any Questions or Comments should be addressed to the Contracting Officer, Philip Cole @ 757-341-1970 / Philip.j.Cole@navy.mil ***

• 0900 - 0905 Introductions Philip Cole, NAVFAC ML Contracting Officer

• 0905 - 0915 Opening Remarks CAPT Via, NAVFAC LANT Deputy Commander for Operations

• 0915 - 1000 PNSY Overview and Project Introduction Nate Maher, PE Supervisory Engineer

• 1000 - 1015 Break

• 1015 - 1110 Dry Dock (DD) Technical Project Overview

Linn Lebel, NAVFAC ML Design Manager & Nate Maher, PE Supervisory Engineer

• 1110 - 1130 DD Acquisition Plan and Project Schedule Philip Cole, NAVFAC ML Contracting Officer

• 1130 - 1200 Questions Group Panel

• 1200 - 1300 Lunch Break

• 1300 - 1700 Breakout Sessions and General Q&A

*** Please Fill Out Surveys and Return Before Lunch Break***

Industry Day Agenda

• Notify Industry of the upcoming solicitation for the P-381 Multi-Mission Drydock, Portsmouth Naval Shipyard (FY21-24)

• Inform industry as to the scope, timeline, and possible construction challenges for the PNSY DD Project

• Solicit innovative private sector input to help shape the acquisition strategy, technical solution, and other aspects of the project procurement

• Conduct one on one discussions

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

Industry Day Goals

Welcome CAPT Via

NAVFAC LANT Deputy Commander for Operations

PNSY Overview

Nate Maher, PE Supervisory Engineer

Naval Facilities Engineering Command Portsmouth Naval Shipyard (PNSY)

PWD-ME Area of Responsibility

NOSC Plainville

NCTAMSLANT Cutler

NAVSOC Prospect Harbor

PNSY Kittery

USS CONSTITUTION

NAS Brunswick *BRAC

South Weymouth Caretaker *BRAC

Great Pond OACSERE Rangeley

NOSC White River Junction

NOSC Quincy

DFAS Limestone

NOSC

Bangor

Marine Corps Reserve Centers

Bath Iron Works

NOSC New York City NOSC Long Island

NOSC Schenectady

NOSC ManchesterNOSC Rochester

NOSC Buffalo

NOSC Syracuse DFAS Rome

Saratoga Springs

Newburgh

Portsmouth Naval Shipyard

Seavey Island, Kittery, ME Located 1 hour or less from

• Boston, MA

• Portland ME

• Manchester, NH

Mission

• Modernization and Overhaul of Nuclear Powered Submarines

• Currently support Los Angeles and Virginia Class with three dry docks

Portsmouth Naval Shipyard c. 1934

Access

• Two primary gates control access to the island.

• Controlled Industrial Area

(CIA) requires additional access control via vehicle inspection and further security/background checks.

Three Dry Docks: Dry Dock 1 Constructed 1941 - Dry Dock 2 Constructed 1900 - Dry Dock 3 Constructed 1963

Portsmouth Naval Shipyard Dry Dock Facilities

Dry Dock

Dry Dock

Dry Dock

Dry Dock 1

Construction Workload

Portsmouth Naval Shipyard Map

Gate 2 Main Gate

Dry Dock 1 Project

Site

Security/Access Requirements Gate Access

• Two gates access shipyard

• One contractor inspection area to gain clearance for contractor vehicle

Security Badges

• Two badges required for certain areas of the shipyard, both include background check

• Dry Dock 1 Area is inside the Controlled Industrial Area (CIA)

• DBIDS – Required for entry into PNSY

• Complete Form NAVSHIPYD PTSMH 5500

• Complete SECNAV Form 5512

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

• Green 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

• Cameras or photographic devices in cell phones, laptop computers, etc. shall not be introduced into or must be disabled before entering NAVSEA controlled spaces (CIA).

• Cameras and video equipment require approval from security.

Safety Requirements

EM‐385

• ACOE Engineering Manual 385 dictates safety requirement on construction sites

• Dedicated Site Safety and Health Officer required for project

• https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385‐1‐1.pdf

P-381 Multi-Mission Drydock Technical Overview Linn Lebel, PE

Design Manager / Structural Engineer Naval Facilities Engineering Command

Portsmouth Naval Shipyard (PNSY)

Nate Maher, PE Supervisory Engineer

Naval Facilities Engineering Command Portsmouth Naval Shipyard (PNSY)

Multi Mission Dry Dock #1

Dry Dock

Dry Dock

Dry Dock

Dry Dock 1

Project Summary

Project Value Range: $500M+

Solicitation:

• Design Bid Build

• Anticipated RFP Release Date Q4 FY20

Construction Schedule

• Anticipated Award Q2 FY21

• Dry Dock 1 North Certified Q3 FY24

• Dry Dock 1 West Certified Q3 FY25

•Contract Completion Q3 FY25

Phased Project

•Project is broken into multiple phases based on shipyard production, docking evolutions, and construction requirements

•Project contains contractual milestones related to support contract work

•Project maintains superflood capabilities of the basin and allows movements in and out of Dry Dock 1 throughout the duration.

Upcoming Construction Work

P‐310 Dry Dock 1 Superflood Basin P‐1074 Extend Portal Crane

P‐310 Dry Dock 1 Superflood Basin: Constructs a new 150,000SF superflood basin outside of existing Dry Dock #1, modifies an existing caisson to serve as the superflood basin gate, and constructs new portal crane and railroad rails along Berths 1 and 2.

P‐1074 Extend Portal Crane : Constructs additional portal crane rails at Berths 1 and 2 to support load testing and heavy‐lift capabilities along with various utility improvements to support enhanced maintenance and overhaul capabilities at Dry Dock #1.

Planned Award by Q2 FY20 Planned Completion by Q2 FY22

BREAK

Multi Mission Dry Dock #1

South Closure Wall

DD1W

Entrance

DD1N

DD1N

Entrance

DD1W

Pump Station

Utility Enclosure

DD1E

Center Wall Berth 1Berth 11

Multi Mission Dry Dock #1

General Plan Arrangement

Center Wall Section

Pumpwell

Entrance End Head End

Utility Enclosure

Utility Tunnel Dewatering Tunnel

DD1E

Entrance Section

Typical Dry Docks Section

Project Highlights: Underwater Rock Removal and Dredging

• Found Preparations include rock and soil removal

• Quantities Soil: 32,900 CY Rock: 18,600 CY

• Disposal Requirements Soil: Permitting underway for offshore disposal of some soil.

Remainder will be landfilled.

Rock: Can be re‐used or disposed of at contractors discretion.

Partial Section DD1N

Rock Removal Area

Project Highlights: Underwater Blasting Restrictions

• Rock to be removed via controlled underwater blasting and mechanical means.

• Majority of removal will be via blasting with smaller areas of mechanical removal required near existing structures.

• Blasting procedures are dictated by NOSSA and NAVSEA Manual OP5.

• NAVFAC/PNSY developing documents that will dictate how blasting can be completed.

• Test Blast Program to commence blasting to ensure all dictated limits can be met

1.Delivery

•Bring one day’s worth explosives onto shipyard each morning by truck or barge.

•Deliver explosives to explosives storage barge stationed at berth.

•Explosives truck or barge leaves shipyard.

Storage •One day’s worth of explosives stored in approved containment units on storage barge.

Loading

•Blaster delivers one hole’s worth of explosives to transport vessel.

•Blaster with explosives transported by vessel to drilling/loading barge.

•Blaster loads explosives in blast hole.

Off-Haul •Unused explosives taken off shipyard at end of day by truck or barge.

Project Highlights: Pump Station

• Located at the end of the center wall

• Supports all three dry docks dewatering and drainage

• (3) Main Dewatering Pumps (75,000 GPM)

• (4) Drainage Pumps (5,000 GPM)

• Access hatches within roof structure

Project Highlights: Pump Station Controls System

Electrical/Controls

• Supports all three dry docks dewatering and drainage systems

• Manual and automatic valve operations

• Pumps valves for Dewatering and Drainage controlled locally through SCADA

• Local control panel tied to existing shipyard centralized system

Project Highlights: Utility Enclosure

Project Highlights: Utility Enclosure

• Four story enclosure with overall Dimensions: 71’ x 64’

• Equipment located on each floor and roof.

• Utilities serviced include:

• Electrical Equipment

• Fire Protection Pumps

• Process Water

• High Pressure Air

• Cooling Towers

• All services will extend from the enclosure into the center wall to service both dry docks.

Project Highlights: Utility Tunnel and Systems

Divided Utility Tunnel

• Electrical Tunnel separated from Mechanical Tunnel

• Utilities have dockside connections for both docks

Project Highlights: Drainage/Dewatering Tunnels

Dewatering

• Additional Sump for Drydock Dewatering

• Two Service Pumps, 1 Standby

• 75,000 GPM Capacity, 1000 HP

• Vertical Turbine Type Pumps

Drainage

• Tunnel system connects all three dry docks together for drainage.

• Buried drainage pipe along Center wall to service DD1E, connects to Drainage Sump in Pump Station

• Collection points along side of DD1N and DD1W to feed into Drainage Sump in Pump Station

• 2 Service Pumps, 1 Standby

• 7,500 GPM Capacity, 100 HP

• Vertical Turbine Type Pumps

Project Highlights: Caissons

• Project includes two identical caissons

• Overall dimensions 81’ wide x 47’ tall

• Approximate Weight: 600LT

• Steel hull structure with ballast tanks, operations floor, and weather deck

• Pumps and valves to support flood through, superflood, and ballasting capabilities

• Exterior Appurtenances include cleats, handrail, fenders, ladders, and access hatches.

Project Highlights: Caissons

Caisson

• 4 ‐ 36” ϕ Flood Thru Pumps

• 2 ‐ 24” ϕ Super Flood Pump Columns – 60HP, 15,500 GPM capacity

• 2 ‐ 12” ϕ Dewatering Pumps ‐ 40HP, 3,000 GPM capacity

• 2 Main Ballast tanks

Project Highlights: Dock Construction Options

• Precast Float‐In Monolith Construction

• Shoring of Berth 1 and 11 to allow excavation

• U‐Shaped Precast Segments floated into place

• Precast segments set over and tremie concreted to drilled shafts

• Tremie concrete between precast segments

• In‐the‐Dry (Cast‐in‐Place) Construction

• DD1N constructed and commissioned first

• Shoring of Berth 1 and 11 to allow excavation

• Braced sheet pile cofferdam construction to allow dewatered work

• In‐the‐dry construction of walls and floor

Precast Float‐In Monolith Construction

• Each dry dock consists of 9 monoliths connected via tremie seals

• Precast entrance structure monolith

• Shoring of Berth 1 and Berth 11 and excavation of foundation completed ahead of setting precast monoliths into place

• Monolith size: 90’ long x 50’ wide x 60’ tall (approximate)

• Monolith weight: 5,500 tons (approximate)

• Segments to be floated into place and leveled over 4 drilled shafts per monolith

• Pump station base slab will also use precast floor segments

• Tremie concrete connections to drilled shafts, connections between precast monoliths and voids within monoliths

• Center wall will be completed in‐the‐dry

In‐the‐Dry (Cast‐in‐Place) Construction

• DD1N constructed first followed by

DD1W

• Shore Berth 11 and excavate DD1N foundation

• Construct braced sheet pile cofferdam and secant pile cutoff and dewater

• Place DD1N concrete in lifts, removing bracing struts as work progresses upward

• Remove remaining struts and cofferdam

• Place DD1N concrete in lifts, removing bracing struts as work progresses upward

• Remove remaining struts and cofferdam

• Commission DD1N

• Shore Berth 1 and excavate DD1W foundation

• Construct braced sheet pile cofferdam and secant pile cutoff and dewater

• Place DD1W concrete in lifts, removing bracing struts as work progresses upward

• Remove remaining struts

• Commission DD1W

Portsmouth Naval Shipyard Map

Gate 2 Main Gate

Dry Dock 1 Project

Site

Hendersen Point

Prison Point

Batch Plant

Building

Building

On Site Laydown Options

Hendersen Point Precast Development Site

• ~6.0 acre site on the shipyard outside of the CIA available for precast laydown facility

• Site includes space for:

• Nine precast concrete casting beds

• On site batch plant

• Launching area near Berth 7

• Allows contractor direct water access to launch units and float over to DD1 area

Prison Area Laydown

• ~6.0 acre site located behind the prison.

• Space can be utilized for:

• Crushing rock

• Decanting of dredge spoils

• Disposal of approved dredge spoils

• Provides direct access for materials barged from the DD1 area

Inside CIA Batch Plant

• Located along Berth 3

• Access to waterfront for offload of materials to supply the batch plant.

• Can produce up to 250 cy/hr

• Self‐erecting mobile batch plant

• Chiller Belt and Ice Plant

• Silos for cement/slag, fine and coarse aggregate

Building 191

• Former barracks, currently unoccupied

• Options to convert into office space or contractor housing space

• Parking spaces around building available

Building 93 (Prison)

• Currently unoccupied

• Potential interior space for storage

Acquisition Strategy

Philip Cole Contracting Officer, Naval Facilities Engineering Command Mid-Atlantic

One-Phase Design-Bid-Build Procurements

– Best Value Source Selection (BVSS) using Trade-Off Procedures.

– Evaluated on Price and Non-Price Factors:

• Corporate Experience

• Management Approach and Schedule

• Safety

• Small Business Utilization

• Past Performance

• Price

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

Acquisition Strategy

Projected Program Schedule

NOV 2019 Industry Day – Boston, MA

Q2 FY20 Industry Day #2 Location TBD

Q3 FY20 Industry Day #3 Location TBD

Q4 FY20 AE Design Package Complete

Q4 FY20 Issue Solicitation

Q1 FY21 Contract Proposals Due

Q2 FY21 Award Contract

BREAK

Nate Maher Supervisory Engineer

NAVFAC MIDLANT

Linn Lebel Design Manager

NAVFAC MIDLANT

Phil Cole Supervisory Contract Specialist Contracting Officer

NAVFAC MIDLANT

Mike Govoni Principal/Design Manager Stantec Consulting Services Inc.

Question and Answer Panel

Closing Remarks