Final_Caisson_Industry_Day_10AUG20.pdf

P-381 Multi Mission Dry Dock #1

Caisson Industry Day Portsmouth Naval Shipyard (PNSY)

Kittery, ME

11 AUGUST 2020

Ground Rules

• 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.

• 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 webinar indicates your understanding and consent to the government making publically available a summary of the information discussed in the morning question and answer period. This session is open to all registered attendees.

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

Ground Rules 2

• Rules For Q&A Session –

• Any attendee can submit a question anonymously to the presenters.

• All questions will be addressed at the end of the presentation.

• 0900 - 0905 Introductions Nate Maher, PE NAVFAC MIDLANT Supervisory Engineer

• 0905 - 0915 Opening Remarks CDR Dean Allen, Operations Officer, NAVFAC MIDLANT Keith Barbish, Deputy Assistant Operations Officer, NAVFAC MIDLANT

• 0915 - 0945 Technical Presentation Linn Lebel, PE NAVFAC MIDLANT, Design Manager Nate Maher, PE NAVFAC MIDLANT, Supervisory Engineer

• 0945 - 1000 Acquisition Plan and Project Schedule Philip Cole, NAVFAC MIDLANT Contracting Officer

• 1000 - 1010 Break

• 1010 - 1030 Questions and Answers Group Panel

Industry Day Agenda

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

• Inform Industry as to the scope, timeline, and coordination of this Caisson contract with the main P-381 Contractor for the PNSY Dry Dock 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

Caisson Industry Day Goals

Welcome

CDR Dean Allen, Operations Officer Naval Facilities Engineering Command Mid-Atlantic

Welcome

Keith Barbish, Deputy Assistant Operations Officer

Project Schedule

DD#1E

DD#1N DD#1W

2021 2022 2023 2024 2025 2026 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4

Fabrication of DD#1N Caisson

Fabrication of DD#1W Caisson

Caisson Test Period #1

Contract Award

Delivery of DD#1N Caisson

Delivery of DD#1W Caisson

Caisson Test Period #2

DD#1N Complete

DD#1W Complete

Milestone Date Approx. Duration (months)

Contract Award (Planned) Mar-21 - Start Fabrication of DD#1N Caisson Apr-21 - Fabrication of DD#1N Caisson - Up to 40 DD#1N Caisson Delivery to Shipyard Oct-24 1-2 Start Fabrication of DD#1W Caisson Apr-21 - Fabrication of DD#1W Caisson - Up to 43 DD#1W Caisson Delivery to Shipyard Feb-25 1-2 Complete DD#1N Certification Nov-25 6 Complete DD#1W Certification Aug-26 6

Caisson Procurement Strategy

Project Budget

– $25-50M

Overall Contract Duration (Caissons Only)

– Approx. 2 years (minimum)

– Contractors will be given option for alternative construction timeline (longer) if mutually beneficial

Request for Proposals (Single Solicitation Package for Caissons)

– Caisson Procurement – Lowest Price Technically Acceptable

– Single package of construction documents will be issued via beta.sam

Overall Two Construction Contracts

– Primary Contract (Multi Mission Dry Dock #1)

– Secondary Contract (Procurement of Two Caissons)

Multi Mission Dry Dock #1 Caissons - Proposal Evaluation

– Price: Price will be evaluated equally to non-price factors

– Non-Price Factors:

– Corporate Experience (minimum of two, relevant projects)

– Safety Small Business (proposed plan to utilize small businesses as a part of this contract)

– Schedule and Management Approach (Technical Narrative and Baseline Schedule)

– Past Performance (CPARS, PPQs, etc.)

P-381 Multi Mission Dry Dock #1 Caisson Industry Day Technical Information

Linn Lebel, PE Design Manager / Structural Engineer

Naval Facilities Engineering Command Mid-Atlantic Portsmouth Naval Shipyard (PNSY)

Nate Maher, PE Acting Program Control Division Director

PMS 555 – Shipyard Infrastructure Optimization Program Office Portsmouth Naval Shipyard (PNSY)

Portsmouth Naval Shipyard

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

• Boston, MA

• Portland ME

• Manchester, NH

Portsmouth Naval Shipyard Kittery, Maine

Dry Dock

Dry Dock

Dry Dock

Dry Dock 1

Portsmouth Naval Shipyard Map

Gate 2 Main Gate

Dry Dock 1 Project

Site

Security/Access Requirements

Security requirements only applicable while on Shipyard site and Caisson testing.

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)

Cameras, Video Equipment, etc.

• Cameras or photographic devices in cell phones, laptop computers, etc. shall not be introduced into the Controlled Industrial Area (CIA) or any other NAVSEA controlled spaces

• Cameras, laptops, and video equipment require approval from security

Floating Security Barrier

• Waterside access for delivery of Caisson will require coordination with Security and Port Operations

Safety Requirements

EM‐385

• ACOE Engineering Manual 385 dictates safety requirements on construction sites on base. Does not apply to offsite construction

• Dedicated Site Safety and Health Office required for project

• Section 16 – Load Handling Equipment (LHE) and Critical Lift Plan (CLP) Requirements

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

Multi Mission Dry Dock #1

South Closure WallDD1W

Entrance

DD1N

DD1N

Entrance

DD1W

Pump Station

Utility Enclosure

DD1E

Center Wall

Berth 1 Berth 11

General Plan Arrangement

Entrance Section

DD1N Entrance

DD1W Entrance

DD1N Caisson

DD1W Caisson

Caisson Overview

• Project includes fabrication of two identical Caissons procured under one contract

• Delivery to site to be coordinated with P-381 construction contractor and the Shipyard

• Fabricator to provide building, launching ways, or dry dock adequate for fabrication of Caisson

• Overall dimensions: 77’ long x 16’ wide x 47’ tall

• Approximate Weight: 740 tons

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

DD#3 Caisson Delivery – March 2019

Portsmouth Naval Shipyard, Kittery, ME

Special Considerations – Component Shapes and Materials

• Use of bulb flats for Hull structure stiffeners HP180mm x 10mm

• Nickel aluminum bronze valves & impellers

Detail – Typical HP Stiffener

Typical Section

Special Considerations – Caisson Seal

Rubber Seal Tolerances

• Bearing surface of seal when installed on the gate shall be within +/- 1/8 inch of vertical plane

• Local flatness variation of the seal (when installed on gate) shall be within

+/- 1/8 inch measured over any 10-foot distance along the seal

Section – Caisson Stem Section – Weather Deck Level

Weather Deck Features

• Mooring chocks and cleats

• 2 – Watertight Access Hatches

• Companionway, Access Ladders, Handrails

• Ventilation, Heating, and Dehumidification

System

• Caisson shore-tie power stations supplied by dry dock industrial power stations

• Exterior Lighting Systems

Plan – Weather Deck

Operations Deck Features

• Ventilation, Heating, and Dehumidification System

• Watertight Access Hatches

• Valve Actuators and Operators

• Interior Lighting Systems

Plan – Operations Deck

Caisson Internal Arrangement

• Pumps and Valves to support flood-through, superflood, and ballasting capabilities

• 2 - Main Ballast tanks

• 4 - 36” ϕ Flood-Thru Tubes

• 2 - 12” ϕ Main Ballast Tank

Flood Pipes

• 2 - 24” ϕ Super Flood

Vertical Turbine Pumps -

60HP, 15,000 GPM

capacity

• 2 - 10” ϕ Main Ballast Tank Dewatering Pumps - 40HP, 3,000 GPM capacity

• 4 - 10” ϕ Main Ballast Tank Vents

Caisson Fabricator Coordination Requirements - Prior to Delivery

• Site Visits

• NAVFAC/DOR periodic observations

• At both Fabricator’s Yard and Primary

Equipment Manufacturers’ facility

• Surveys

• Tolerance for overall Caisson dimensions

• Weight Calculations

• Coordinate with P-381 Contractor when performing validation surveys of the Caisson stem plating and geometry

• Testing

• Lightweight Test

• Stability Testing/Incline “Experiment”

• Full Submergence Test

• Equipment Tests

Caisson Fabricator shall coordinate the fabrication of the two new Caissons with the P-381 Contractor on the construction of the Caisson seats.

Caisson Fabricator Coordination Requirements - After Delivery

• Site Visits

• NAVFAC/DOR periodic observations

• Surveys

• Tolerance verification for steel surface to accommodate seal

• Laser Scanning and 3D Surface model

• Testing

• Seating Tests

• Inner Seat/Outer Seat

• Superflood and Dewatered

Conditions

• Steel Surface

• Deflection Test

• Field Testing of equipment

Acquisition Strategy

Philip Cole Contracting Officer, Acquisition Strategy

Single Phase Design-Bid-Build Procurement

– Low Price Technically Acceptable Format

– Evaluated on Non-Price Factors and Price:

1 - Corporate Experience 2 - Management Approach and Schedule 3 - Safety 4 - Past Performance 5 - Small Business Utilization

– Note: Dates and acquisition strategy are still in refinement, and subject to change.

Source selection evaluation factors will be specifically defined in each solicitation.

Best Value – Lowest Price Technically Acceptable

• 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 15.101-2 – Lowest price technically acceptable source selection process –Used when the government expects that the best value will result from the selection of the technically acceptable proposal with the lowest evaluated price.

–The evaluation factors establish the requirements of acceptability and will be set forth in the solicitation.

–Proposals will be evaluated for acceptability but not ranked using the non-cost/price factors.

–Past performance will be evaluated in accordance with FAR 15.305.

Draft Non-Price Factors – Corporate Experience

RELEVANT PROJECT EXPERIENCE

Submit a minimum of two up to a maximum of five relevant construction projects for the offeror that best demonstrates your experience as a prime contractor on relevant projects that are similar in size, scope, and complexity to the RFP completed in calendar years 2011 thru 2020. For the purposes of this evaluation, a relevant project is further defined as:

Size: A final construction cost of approximately $10M or greater.

Scope: Caisson construction or fabrication of naval architecture; marine transportation.

Complexity: Experience with 1.) construction of a steel caisson gate for graving dry docks or similar steel fabrication of naval architecture, including mechanical and electrical fitting out; 2.) coordination and timely commissioning of industrial pump systems and electrical controls.

Draft Non-Price Factors – Management Approach & Schedule

NARRATIVE WORK PLAN

The narrative work plan shall address major elements of work and demonstrate understanding of the scope, all phases and major milestones, technical complexities, and construction schedule required to achieve the work as identified in the solicitation.

Identify activities that may affect the project timeline, including other/off site work activities. In addition, the plan shall address the following technical complexities:

• Plan to phased caisson structures (heal/toe, parallel, discontinuous, etc.)

• Plan for delivery of the caissons to PNSY

Management Approach & Schedule

CRITICAL PATH/MILESTONE SCHEDULE

The project schedule shall illustrate the offeror’s ability to achieve or improve on the contract completion date set out in the RFP including interim completion milestones. The schedule shall demonstrate an understanding of the work, a logical sequence of events to accomplish the work, and contain enough information to identify all of the major milestones, as defined in the RFP.

Draft Non-Price Factors – Safety

• Offerors will provide the last three complete calendar years (‘17, ‘18, ‘19) of EMR, DART and TRC data.

• Offerors will provide a narrative on their technical approach to safety that addresses the following:

- Method of evaluating safety for subcontractors

- Innovative methods to safety

- Description of Safety Management System

- Methodology to execute an effective safety program.

• In addition, the Government will research potential Offeror’s ESAMS and OSHA violations/fines.

Small Business Utilization

• Offerors will provide copies of the most current Individual Subcontracting Reports (ISR’s) associated with each project submitted under the Experience Factor.

• Offerors will provide Small Business and Commitment Strategy which addresses the percentage of work to be self performed as well as anticipated overall small business participation rates to include explanation of how proposed participation rates are established.

Non-Price Factors – Past Performance

• Offerors will submit a completed Past Performance Questionnaire or CPARS evaluation for each project submitted under the Corporate Experience Factor.

• In addition, the Government will review the Past Performance Information Retrieval System using all CAGE/Entity identifier numbers of team members (partnership, joint venture, teaming agreement) to review CPARS, CCASS, etc.

BREAK

Question and Answer Panel

Nate Maher Supervisory Engineer

NAVFAC MIDLANT

Linn Lebel Design Manager

NAVFAC MIDLANT

Phil Cole Supervisory Contract Specialist, Contracting Officer

NAVFAC MIDLANT

Dave Anderson Senior Associate Stantec Consulting Services Inc.

Premal Shah President Heger Dry Dock, Inc.

Closing Remarks