Industry Day Presentation.pdf

Pre-Proposal Conference for SIOP MACC & Industry Day for FY23 MCON P-209 Dry Dock #3 Replacement

14 July 2021

Joint Base Pearl Harbor-Hickam, HI

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Agenda Overview

Scheduled Start Time Activity Speakers / Presenters Time

(min)

EST HST

1400 - 1405 0800 - 0805 Kick-off / Introductions / Agenda NAVFAC Pacific, Lead Project Manager

1405 - 1435 0805 - 0835 Senior Leadership Opening Remarks NAVSEA & NAVFAC 30

1435 - 1445 0835 - 0845 Overview of SIOP Program specific to SIOP MACC NAVFAC Pacific, Lead Project Manager

1445 – 1500 0845 - 0900 Break All 15

1500 - 1550 0900 - 0950 SIOP MACC Pre-Proposal Conference NAVFAC Pacific, Acquisition

1550 - 1600 0950 - 1000 Break All 10

1600 - 1625 1000 - 1025 Q&A Session #1 - Responses to MACC inquiries NAVFAC Pacific, Acquisition

1625 - 1630 1025 - 1030 Disclaimers, Pre-Decisional briefing NAVFAC Pacific, Counsel

1630 – 1720 1030 - 1120 P-209 Project Concept / Technical Presentation Moffat & Nichol 50

1720 - 1730 1120 - 1130 Break All 10

1730 - 1755 1130 - 1155 Q&A Session #2 - Responses to Technical inquiries NAVFAC Pacific, Design & Construction

1755 - 1800 1155 - 1200 Closing Statement NAVFAC Pacific, Design & Construction

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Senior Leadership Opening Remarks

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Senior Leadership Opening Remarks

Vice Admiral William Galinis Commander, Naval Sea Systems Command

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Rear Admiral John Korka NAVFAC Commander

Chief of Civil Engineers

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Mr. David Curfman, SES Chief Engineer and

Assistant Commander for Design and Construction Naval Facilities Engineering Systems Command

Overview of SIOP Program /

SIOP MACC

14 July 2021

Overall Classification: UNCLASSIFIED

Meryll Gonzalez NAVFAC Pacific

Design & Construction, Lead Project Manager

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Shipyard Infrastructure Optimization Program (SIOP)

Portsmouth Naval Shipyard (PNSY) Portsmouth, NH /

Kittery, ME

Washington Navy Yard

(WNY)

Washington, DC

PMS 555 (NAVSEA,

NAVFAC, CNIC

Headquarters)

• DD2

• DD3

• DD4

• DD8

• DD1

• DD2

• DD3

• DD4

• DD5

• DD6

• DD1

• DD2

• DD3

• DD1

• DD2

Fwd/Aft

• DD3

• DD4

Puget Sound Naval Shipyard & Intermediate Maintenance Facility

(PSNS&IMF)

Bremerton, WA

Norfolk Naval Shipyard

(NNSY)

Portsmouth, VA

Pearl Harbor Naval Shipyard & Intermediate Maintenance Facility (PHNSY&IMF) Pearl Harbor, HI

Portsmouth Naval Shipyard (PNSY) Portsmouth, NH / Kittery, ME

Comprehensive approach to support the Fleet’s maintenance requirements at Navy’s four public shipyards Military Construction Facility Sustainment Restoration & Modernization Capital Equipment

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P-209 Dry Dock #3 Replacement

• Constructs new gravity dry dock to support depot level maintenance of all current and planned future fast attack submarines

• Target RFP Issue, July 2022

• Construction Award Target, Mar 2023

• Construction Schedule

Constraints

– Construction Complete by Mar 2027

– Outfitting & Certification for use by

Jan 2028

PHNSY & IMF

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P-454 Multi-Mission Dry Dock (M2D2)

• Constructs new multi-mission dry dock to support CVN-78 Class nuclear aircraft carriers and all fleet nuclear submarine classes

• Project in development

– Target Design Start, FY22

– Target RFP Issue, TBD

– Construction Award Target, TBD

– Construction Schedule Constraints

• Construction Complete, TBD

• Outfitting & Certification for use by

TBD

PSNSY & IMF

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Contractor Q&A

• Opportunities for Questions / Feedback

– Any attendee may submit a question via “Ask Question” Tab feature, at any time

• Ground Rules / Process for Q&A

– All questions internal only to Govt

– Questioner will not be publicized

– Q&A session #1 Govt Responses

• SIOP MACC questions rcvd July 6th

• SIOP MACC questions rcvd in chat

– Q&A session #2 Govt Respones

• P-209 Technical questions rcvd July 6th

• P-209 Technical questions rcvd in chat

– All Questions & Govt Reponses posted by July 23rd

Scheduled Start Time ActivityEST HST

1445 – 1500 0845 - 0900 Break

1500 - 1550 0900 - 0950 SIOP MACC Pre-Proposal Conference

1550 - 1600 0950 - 1000 Break

1600 - 1625 1000 - 1025 Q&A Session #1 – Responses to MACC inquiries

1625 - 1630 1025 - 1030 Disclaimers, Pre-Decisional briefing

1630 – 1720 1030 - 1120 P-209 Project Concept / Technical Presentation

1720 - 1730 1120 - 1130 Break

1730 - 1755 1130 - 1155 Q&A Session #2 - Responses to Technical inquiries

1755 - 1800 1155 - 1200 Closing Statement

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Break

Pre-Proposal Conference

WATERFRONT MULTIPLE AWARD CONSTRUCTION

CONTRACT PRIMARILY FOR THE SHIPYARD

INFRASTRUCTURE OPTIMIZATION PROGRAM AT HAWAII,

WASHINGTON AND OTHER AREAS UNDER THE

COGNIZANCE OF NAVFAC

14 July 2021

Overall Classification: UNCLASSIFIED

Ann Saki-Eli

Construction Contracts Branch Manager

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Agenda

• Administrative Remarks

• Solicitation Overview

• Seed Project Overview

• Source Selection Process

• Proposal Submission Requirements

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Administrative Remarks

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Conference Ground Rules

• Recording of the conference is not allowed

• Minutes of this meeting will not be published. A list of attendees and the slides will be posted on the sam.gov website

• Remarks and explanations addressed during the conference shall not qualify or alter the terms and conditions of the solicitation

• Any questions that arise during the conference may be submitted via the chat feature. The Government may provide responses following the break

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Solicitation Overview

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Purpose

• Main purpose is to award design/constructability reviews and design-build task orders for project P-209, FY23 Dry Dock 3 Replacement at Pearl Harbor Naval Shipyard and P-454 FY24 Multi-Mission Dry Dock at Puget Sound Naval Shipyard

• MACC strategy allows the Government to engage industry early in the design process

• Work may also include task orders:

– Design and construction of waterfront facilities such as warehouses, dry docks, piers/wharves, site improvements, dredging and incidental design, environmental, and services related to the waterfront facilities at the Joint Base Pearl Harbor-Hickam, Puget Sound Naval Base and other areas under NAVFAC cognizance

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Contract Type and Term

• Full and open competition

• Multiple Award – maximum of 5 awards

• Indefinite Delivery, Indefinite Quantity (IDIQ) contract

• Minimum Guarantee is $2M for life of the contract

• $8B aggregate contract maximum

• 5 year period

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Request for Proposal

• RFP prepared in the NAVFAC 6-part design-build format Part 1 – Proposal Forms and Documents Part 2 – General Requirements* Part 3 – Project Program* Part 4 – Performance Technical Specifications* Part 5 – Prescriptive Technical Specifications* Part 6 – Attachments* *Parts 2 through 6 are project specific and will be issued with applicable task orders. The boilerplate specifications may be viewed at https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

• Part 7 includes the Seed Project requirements https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

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Task Orders

• Range from $100K to $5B

• Competed only among contract holders

• FFP or FP EPA

• Subject to Service Contract Labor Standards or Construction

Wage Rate Requirements Statute

• Issued by the designated Ordering Officers within NAVFAC

• Award may be on the basis of price only, LPTA or Trade-Off

• May be awarded to all MACC holders for the same scope, awarded to one MACC holder or where justified, awarded sole source to one MACC holder.

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Administrative Requirements

• Questions must be submitted no later than 10 business days prior to proposal due date

• Please submit your question(s) to chelan.n.crane.civ@us.navy.mil using this format:

‒ Name & Company ‒ Solicitation Reference (page, paragraph, etc.)

‒ Question

• Notices ‒ Notices responds to written questions but does not revise the solicitation requirements ‒ Notices will be posted to Opportunities on the sam.gov website

• Amendments

– Solicitation remains unchanged unless amended in writing on a Standard Form 30

– Amendments will be posted to Opportunities on the sam.gov website mailto:chelan.crane@us.navy.mil

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SEED PROJECT OVERVIEW

Mr. Layne Hazama

SIOP Design Branch Manager

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Seed Project Description

• Seed project is for the constructability review of P-209 60% submittal design documents

– Approx. 2,200 sheets of drawings

– Approx. 6,500 specification sections

• Required Key Personnel

– Project Manager (PM): Professional Engineer, Registered Architect or Graduate

Construction Manager with minimum 15 years PM experience

– Sr. Project Engineer (SPE): Minimum 15 years SPE experience

– Sr. Construction Manager (SCM): Minimum 15 years experience managing and/or leading general contractor teams

– Sr. Construction Scheduler (SCS): Must have prepared and maintained at least 3 previous construction schedules of similar size and complexity using Primavera P6.

• Performance Period: 72 calendar days from award

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Seed Project Description (con’d)

• Task order deliverables and timeframe

• Assumes 1 December 2021 award. Dates will be adjusted based upon actual award.

Event Projected Date Duration Task Order Award 1 Dec 2021

Key Personnel Resumes Due 8 Dec 2021 7 calendar days after T.O. award Pre-Final Constructability Report Submittal/ Constructability Review

29 Dec 2021 28 calendar days after T.O. award

Constructability Presentations 4 – 5 Jan 2022 Within 7 days for Pre-Final Submittal

Government Review 19 Jan 2022 21 calendar days after Pre-Final Constructability Report Submittal

Pre-Final Review Conference 26 – 28 Jan 2022 Commence within 7 days of Completion of Government Review; 3 Consecutive Days

Final Constructability Report Submittal/ Constructability Review

11 Feb 2022 14 calendar days after Completion of Pre-Final Review Conference

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Seed Project Description (con’d)

• Subject to the Service Contract Labor Standards statute

• Intent is to award a task order to all MACC awardees

• All designs and work product generated by the selected MACC contractors and delivered to the Government as part of the P- 209 constructability review Task Orders will be the property of the Government. NAVFAC, in its discretion, may incorporate any non-proprietary concepts, plans, designs or other work product generated in these constructability reviews into the final P-209 design and the solicitation for P-209. However, the information provided by a MACC contractor to the Government as part of its P-209 constructability review will not be shared with any of the other MACC contractors.

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Source Selection Process

Ms. Ann Saki-Eli

Contract Specialist

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Non-Price Evaluation

• Non-Price Evaluation Factors Factor 1: Bonding Capacity Factor 2: Experience Factor 3: Past Performance Factor 4: Safety Factor 5: Small Business Participation

• “Technical” is any non-price factor other than past performance

• Factor 1 and 4 will be rated Acceptable or Unacceptable

• Technical Factors 2 and 5, when combined, are equal to Factor 3

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Non-Price Evaluation (con’d)

• Definitions

– Strength: An aspect of an Offeror’s proposal that has merit or exceeds specified performance or capability requirements in a way that will be advantageous to the Government during contract performance

– Weakness: A flaw in the proposal that increases the risk of unsuccessful contract performance

– Significant Weakness: A flaw that appreciably increases the risk of unsuccessful contract performance

– Deficiency: A material failure of a proposal to meet a Government requirement or a combination of significant weaknesses in a proposal that increases the risk of unsuccessful contract performance to an unacceptable level

– Any proposal found to have a deficiency will render a proposal ineligible for award

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Price Evaluation

• The total of the Seed Project price plus Price Model (Line 19) will form the basis of the price evaluation

• One or more of the following techniques will be used to evaluate the total price to ensure that it is fair and reasonable:

– Comparison of proposed prices received in response to the solicitation

– Comparison of proposed prices with the independent Government Estimate

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• Tradeoff source selection process

• Non-price and Price Evaluation Factors

• Non-price evaluation factors, when combined, are significantly more important than price

• Intent to award without discussions

• If discussions are necessary, establish a competitive range

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Source Selection Process (con’d)

• Source Selection Evaluation Board ‒ Initially evaluates non-price proposals without knowledge or consideration of price ‒ Price Evaluation

• Source Selection Advisory Council ‒ Evaluates non-price and price proposals

• Source Selection Authority ‒ May accept (totally or in part) or reject the recommendations of the SSAC

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Price Proposal

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Price Proposal Submission

• Proposal shall be submitted in a three ring binder with table of contents and tabbed

• Manually (wet signature) signed and completed SF 1442 (Solicitation, Offer and Award)

• Representations and Certifications (See Document

00600)(COMPLETE ALL PROVISIONS)

• Information required by paragraph 1.6, Pre-Award Survey/Responsibility Determination

• Information required by paragraph 1.7, Partnerships, Joint Ventures (JV), Limited Liability Companies (LLC), Limited Partnerships (LP), Etc.

• Signed and completed Document 00 41 00 Bid Schedule

• Signed and completed Price Model

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SF1442

• Block 14, Name and Physical Address of Offeror ‒ Must match SAM registration ‒ May include mailing address if different from physical

• Block 20B, person(s) signing must be authorized to bind the Offeror ‒ See Document 00100, para 1.6 and 1.7 for evidence of authority of the signer ‒ Must be an original (wet) signature

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Document 00600

• Complete Annual Representations and Certifications Application in SAM

• Complete additional provisions in Document 00600, Representations and Certifications

• Any updates to Annual Representations and Certifications shall be included in para 1.2, FAR 52.204-8/DFARS 252.204-7007, Annual Representations and Certifications

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Pre-Award Survey/Responsibility

• Refer to Document 00100 para 1.6 ‒ Provide a document that appoints, in writing, one or more individuals, by name, full and independent authority to bind the offeror ‒ Provide financial statements for the past 3 years ‒ Identify financial resources available to perform this contract ‒ Newly-formed entities (e.g., LLC, LTD and newly created corporate subsidiaries) may rely on the resources of LLC member, parent, limited partner if a guaranty is submitted with the proposal from the entity providing the resources

‒ A list of existing commercial and government business commitments

‒ VETS 4212

• Offeror must have, at minimum, a current Basic NIST SP 800-171 DoD Assessment prior to award

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Partnerships, JV, LLC, LP

• Refer to Document 00100 para 1.7 ‒ Provide a copy of Partnership, JV, LLC, LP agreements

– In the case of a corporate joint venture partner, a certified copy of a resolution of the board of directors. In the case of an unincorporated joint venture partner, an instrument of similarly binding character duly executed by that entity. If one individual signs for more than one partner, the individual must sign separately for each partner which he or she represents, and must state under each signature the capacity in which he or she is signing (See FAR 4.102)

– Identify (by name and title) the personnel having the authority to legally bind the Offeror (including authority to execute the contract documents and bonds)

– Procedures in the event the entity is dissolved

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Partnerships, JV, LLC, LP

– A detailed statement outlining the following in terms of percentages (where appropriate):

• Relationship of the team/partners/parties in terms of business ownership, capital contribution, profit/loss sharing

• Management approach

• Structure and decision-making responsibilities

‒ A list of partners/parties, to include name, DUNS and CAGE numbers, address, point of contact, email, phone and facsimile number

‒ Joint Ventures shall submit the following additional documentation regarding their business entities:

• Board of directors has approved its participation in the joint venture. Such evidence shall be in the form of a copy of a resolution of the board of directors, certified by the Secretary of the Corporation.

• Each joint venture partner which is an unincorporated entity shall submit evidence satisfactory to the Contracting Officer that all persons or entities which must approve decisions affecting the joint venture partner have approved the participation of the joint venture partner in the joint venture.

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Seed Project Price

• Document 00 41 00 ‒ Provide a lump sum price for the seed project NTE $100,000 ‒ Must be completed and signed by an authorized person(s)

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Price Model

PRIME CONTRACTOR OFFEROR RATES OFFEROR PRICE

1 Direct Material $ 515,713,746.88 2 Sales Tax on Materials (of line 1) % 3 Direct Labor $ 133,878,822.68 4 Insurance and Taxes (of line 3) % 5 Rental Equipment $ 51,405,128.52 6 Equipment Ownership & Operating Expenses $ 127,999,362.23

7 TOTAL

SUMMARY

8 Prime Contractor's Work (from line 7) 9 Subcontractors Work $ 3,047,700,053.01

10 Subtotal (add lines 8 & 9) 11 Prime Overhead on Subcontractor (of line 10) % 12 Prime's Home Office Overhead (of line 8) % 13 Prime's Profit (of line 10) % 14 Travel & Subsistence Costs $ 236,048,643.48 15 SUBTOTAL (add lines 10, 11, 12, 13, 14) 16 Prime Contractor's Bond Premium (of line 15) % 17 Subtotal (add lines 15 & 16) 18 Hawaii General Excise Tax (of line 17) 4.71% 19 TOTAL PRICE (Add lines 17 & 18)

Offeror rates Offeror extended total

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Subcontracting Plan

• Refer to Document 00100, paragraph 1.8

• NAVFAC’s Command-Wide small business subcontracting targets are:

SB 40%

SDB 5%

HUBZone 3%

WOSB 9%

SDVOSB 3%

• The plan shall be based upon the $8B

• The Small Business Participation Commitment Document is a compliment in part to a Subcontracting Plan

• Both documents shall be consistent where appropriate

• The Subcontracting Plan is not a requirement for evaluation in source selection, but rather a requirement for award to other than small business

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Non-Price Proposal Factors 1, 2, 3 and 4

Mr. Evan Mizue

Design Division Director

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• Non-price proposal (Factors 1 through 4) shall be submitted in three ring binder with table of contents and tabbed

• Document 00202, paragraph 2.2, Proposal Submission Requirements

• Factor 1 – Bonding Capacity

• Factor 2 – Experience

• Factor 3 – Past Performance

• Factor 4 – Safety

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Non-Price Evaluation Factor 1

• Factor 1 Bonding Capacity The basis of evaluation is the Offeror’s ability to be considered for a single project bond in the amount of $2,000,000,000. This factor will be rated on an Acceptable or Unacceptable basis.

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Non-Price Proposal Submission Factor 1 Bonding Capacity

• Provide a letter(s) from a corporate surety(ies) listed in the Department of Treasury Circular 570 “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and Acceptable Reinsuring Companies” indicating the Offeror’s single project bonding capacity in the amount of $2,000,000,000 or more.

• If the single project bonding capacity is subject to an aggregate uncompleted backlog, indicate the Offeror’s current aggregate uncompleted backlog and current available bonding capacity.

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Factor 2

• Factor 2 Experience The basis of evaluation will include the Offeror’s demonstrated experience and depth of experience in performing relevant construction projects as defined in the solicitation submittal requirements. The assessment of the Offeror’s relevant experience will be used as a means of evaluating the capability of the Offeror to successfully meet the requirements of the RFP.

• More favorable consideration may be given to relevant projects that demonstrate:

– New construction as opposed to repair or modernization projects.

– Construction of a dry dock, or projects with similarities to new dry dock construction.

– Projects significantly higher than $100,000,000; approaching the $2,000,000,000 bonding capacity requirement.

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Factor 2 Experience

• The Offeror shall complete the attached Construction Experience Project Data Sheet (Attachment A) for each construction project submitted and complete all individual blocks.

• Individual blocks on the Attachment A may be expanded;

however, Attachment A for each project submitted shall not exceed a total of four (4) single-sided pages [or, two (2) double-sided pages], 8.5” x 11”, 1” margin left/right/top/bottom, and 10-point font or larger.

• For all submitted projects, the description of the project shall clearly describe the relevancy to the project requirements of this RFP.

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Factor 2 Experience

• Submit a maximum of five (5) construction projects that best demonstrates the Offeror’s experience that are similar in size, scope, and complexity as provided in the relevant project definition below.

– Construction of large marine facilities including, dry docks, piers, bulkheads, wharves, quay walls, bridges or water-retaining structures approximately $100,000,000 or more and completed or substantially completed within the last fifteen (15) years of the date of issuance of this

RFP

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Factor 2 Experience

• Submit teaming agreement or other contractual agreement:

– The “Offeror” is defined as the exact name in Block 14 of the Solicitation, Offer and Award (SF1442). If the Offeror is utilizing experience and past performance information of any entity other than (1) the Offeror; (2) if the Offeror is a joint venture, its joint venture partners jointly and severally liable for the contract; or (3) a firm that has been acquired by the Offeror and is now part of the Offeror (separate legal entities are not considered part of the Offeror)

– Provide a fully-executed teaming agreement or other contractual agreement, at a minimum, (1) be signed by the Offeror and the other entity, (2) specifically reference this solicitation/contract, and (3) specify the work to be performed by the other entity such that it is clear that the other entity will be meaningfully involved in this contract in a role that is consistent with that entity’s role in the project submitted

– Generalize statement concerning commitment of resources are not sufficient to demonstrate meaningful involvement

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Factor 3

• Factor 3 Past Performance This evaluation focuses on how well the Offeror performed on the relevant projects submitted under Factor 2 – Experience and past performance on other relevant projects currently documented in known sources.

In addition to the above, the Government reserves the right to obtain information for use in the evaluation of past performance from any and all sources including sources outside of the Government.

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Factor 3 Past Performance

• If a completed Contractor Performance Assessment Reporting System (CPARS) or Construction Contractor Appraisal Support System (CCASS) evaluation is available, it shall be submitted with the proposal for each project included in Factor 2 – Experience.

• If a completed CPARS or CCASS evaluation is not available, then submit Past Performance Questionnaires (PPQ – Attachment B) for each project included in Factor 2 – Experience.

• If CPARS or CCASS exist, they will be considered in the evaluation of past performance over PPQs.

• PPQs will not be accepted from the designer on a design-build project or from a prime contractor for work performed by a subcontractor.

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Factor 3 Past Performance

• PPQs shall be completed and signed by the contracting agent and/or their representative responsible for construction contract administration.

• Offerors may submit PPQs previously submitted for other solicitations as long as complete, required information is included.

• Offerors may provide any information on problems encountered and the corrective actions taken on projects submitted under Factor 2 – Experience. Offerors may also address any adverse past performance issues.

• Explanations shall not exceed four (4) single-sided pages [or, two (2) double-sided pages], 8.5” x 11”, 1” margin left/right/top/bottom, and 10-point font or larger in total.

• Performance awards, letters of appreciation, certificates, or additional information submitted will not be considered.

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Factor 4

• Factor 4 Safety The basis of evaluation and acceptability will be as defined in the solicitation submittal requirements for Factor 4 and proposal meets the requirements of the RFP. This factor will be rated on an Acceptable or Unacceptable basis.

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Factor 4 Safety

• For a partnership, joint venture, or LLC etc., separate TRC and DART Rate submittal requirements are required for each partner/member; however, only one safety narrative is required.

• Submit the OSHA DART and TRC rates and supporting OSHA 300 log and OSHA Form 300A summary for the five previous complete calendar years (2020, 2019, 2018, 2017and 2016).

• Provide an explanation for any DART rate 2.99 or higher and for any TRC rate 4.49 or higher and the actions taken to prevent future occurrences.

• Address any fatalities experienced within this 5-year timeframe must be explained in detail, to include root cause and corrective actions.

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Factor 4 Safety

• Technical Approach for Safety:

– Describe the plan for safety that will be implemented to evaluate safety performance of potential subcontractors as part of the selection process for all levels of subcontractors.

– Narrative shall fully describes the safety management system that they will use to oversee the safety compliance and performance of self-performed and subcontractor performed work.

– Describe any innovative methods that will be employed to ensure and monitor safe work practices at self-performed and/or all subcontractor levels.

– Describe the methodology to execute an effective program that utilizes sound mishap prevention techniques and processes, employee reporting of unsafe conditions, unsafe activities, and near-miss mishaps.

• The Technical Approach shall not exceed two (2) pages (single-sided, 8.5” x 11”, 1” margin left/right/top/bottom, and 10-point font or larger).

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Factor 5

Ms. Regina Pasqualucci

Deputy for Small Business Programs

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Factor 5

• Factor 5 Small Business Participation ‒ Submitted in three ring binder with table of contents and tabbed ‒ The Government will utilize CPARS, eSRS, and any other information available to the Government to evaluate the Offeror’s past performance utilizing Small Business

• Offerors lacking relevant past performance history will receive a neutral rating.

‒ Narrative is not to exceed 5 Pages ‒ All offerors shall submit a Small Business Participation and Commitment

Document including all elements shown in the Attachment C template.

• The Minimum Quantitative Requirement (MQR) for small business participation in this acquisition is 10% of the Total Contract Value (TCV)

• Example: Total Proposed Price = $8,000,000,000 x 10% = $800,000,000 must be performed by small business concerns at a minimum

• Offerors are expected to propose meaningful levels of participation in each of the socioeconomic categories

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Factor 5

• Factor 5 Basis of Evaluation ‒ Past Performance supporting the Government’s Small Business policies

• CPARS

• Subcontracting Reports in eSRS

• Other information available to the Government

– Extent of Small Business Participation

• Quantitative measure of performance by:

• Small Business Concerns (SB)

• Service-Disabled Veteran-Owned Small Business (SDVOSB)

• Historically Underutilized Business Zone (HUBZone)

• Small Disadvantaged Business (SDB)

• Women-Owned Small Business (WOSB)

• Types and nature of products or services to be performed by Small Business Concerns

• Degree of commitment to use named sources

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Proposal Submission

Ms. Ann Saki-Eli

Contract Specialist

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Proposal Due Date

• See Document 00100, para 1.2

– Price Proposal (paper): Original and one copy due NLT 8/12/21, 2:00 p.m.

H.S.T.

– Non-Price Proposal (Factors 1 – 4) (paper): Original and three copies due

NLT 8/12/21, 2:00 p.m. H.S.T.

– Non-Price Proposal (Factor 5) and Small Business Subcontracting Plan

(paper): Original and one copy due NLT 8/13/21, 2:00 p.m. H.S.T.

– An electronic copy of the price and non-price proposals (all Factors) shall be submitted in .pdf format on a CD-ROM with the paper copy of Factor 5

• “Late” is late

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Proposal Delivery

• If sent via U. S. Postal Mail/Express Courier:

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND, PACIFIC

Construction Contracts Branch (CON33) 258 Makalapa Drive, Suite 100 Pearl Harbor, HI 96860-3134

• If hand-carried (Delivery hours between 7:00 AM and 2:00 PM, Monday Through Friday except Federal Holidays)

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND, PACIFIC

Construction Contracts Branch (CON33) 4256 Radford Drive, Building 62 Honolulu, HI 96818-3296

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Project Timeline

• Solicitation Issued: July 1, 2021

• Preproposal Conference: July 14, 2021

• Proposals Due: August 12, 2021

• Contract Award: December 2021

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Reminders

• Please visit https://sam.gov and search Contract Opportunities, “N6274221R1345” for amendments and responses to questions

• All questions shall be submitted in writing within 10 working days prior to the proposal due date to Chelan Crane, chelan.n.crane.civ@us.navy.mil https://sam.gov/ mailto:chelan.crane@navy.mil

7/14/2021 UNCLASSIFIED 65

Questions

• The Government may respond to the questions received prior to the conference after the break

• Reminder:

– Remarks and explanations addressed during the conference shall not qualify or alter the terms and conditions of the solicitation

– The terms and conditions of the solicitation remain unchanged unless the solicitation is amended in writing

7/14/2021 UNCLASSIFIED 66

Q&A Session #1 Responses to SIOP MACC Inquiries 14 July 2021

Overall Classification: UNCLASSIFIED

Ann Saki-Eli

Construction Contracts Branch Manager

Disclaimers & Pre-Decisional Briefing 14 July 2021

Overall Classification: UNCLASSIFIED

Philip Tourangeau

Associate Counsel

P-209 DRY DOCK 3 REPLACEMENT INDUSTRY DAY | 14 July 2021

Pre-Decisional

FY23 MCON PROJECT P-209

Dry Dock 3 Replacement (DD5)

JOINT BASE PEARL HARBOR-HICKAM, HAWAII

INDUSTRY DAY

14 JULY 2021 Time 11:00am HST

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. This meeting is not a request for proposals. Nothing discussed today will be considered in response to any future requests for proposals. No contracts will be awarded as a result of today’s discussions, and no costs will be reimbursed related to your participation in these discussions.

• 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.

(Continued)

GROUND RULES (Continued)

• By logging into this event, you have indicated your understanding and consent to the government making publically available a summary of the information discussed in the question-and-answer period available to the public.

All information shown in this presentation is preliminary and subject to change. While certain possible project sites, scopes and depictions will be discussed today, no decisions have been made with regards to these proposed sites, scopes and depictions. They are not final and are subject to cancellation or change as a result of ongoing environmental impact analysis. This environmental analysis is far from complete and NAVFAC has not made any final or irreversible decisions relating to the scope, or location or even approval of this project.

*** Any Questions or Comments should be addressed to the Contract Specialist, Chelan Crane @ 808-471-0794 / Chelan.Crane@navy.mil ***

● Overview of project elements

● Construction concept

● Technical considerations

● Site logistics

● Special considerations

TECHNICAL PRESENTATION AGENDA

Project Site Location

OAHU

Waipio Peninsula

Ford Island

JBPHH

0.5 miles

Overview

BASIN WATER

TREATMENT

SYSTEM

BASIN WATER

TREATMENT

SYSTEM

DEWATERING

PUMPHOUSE

WEST

SUBSTATION

WEST

SUBSTATION

RESTROOMRESTROOM DG PLANTDG PLANT

FIRE WATER

PUMPHOUSE

FIRE WATER

PUMPHOUSE

GAS BOTTLE

STORAGE

GAS BOTTLE

STORAGE

DRY DOCK #5DRY DOCK #5

EAST

SUBSTATION

EAST

SUBSTATION

CHILLER

PUMPHOUSE

CHILLER

PUMPHOUSE

ELEVATORELEVATOR

CAISSONCAISSON

REVETMENTREVETMENT

EMERGENCY DIESEL

GENERATORS

EMERGENCY DIESEL

GENERATORS

EMERGENCY DIESEL

GENERATORS

EMERGENCY DIESEL

GENERATORS

SHORE POWER

GENERATORS

SHORE POWER

GENERATORS

CRANE

MAINTENANCE

YARD

CRANE

MAINTENANCE

YARD

HP-02HP-02

SUBSTATION X AND

LPA PLANT (BEHIND

THESE TREES)

SUBSTATION X AND

LPA PLANT (BEHIND

THESE TREES)

• Construct replacement for Dry Dock 3 (Dry Dock 5 (DD5)) to support docking of current and planned Virginia class submarines

• Provide facilities to support DD5 including:

• Caisson

• Dewatering Pumphouse

• Chiller Pumphouse

• Dry dock elevator (x1)

• Electrical Shore Power Substations

• Emergency Local Diesel Generators w/ Fuel Storage at dry dock

• Restroom

• Fire Pump Building and Water Tanks

• Provide quay wall bulkhead and fendering on each side of DD5

• Provide reclaimed land for expanded shipyard laydown area

MISSION REQUIREMENTS AND SCOPE

• Provide capstans and mooring hardware

• Provide portal crane access to DD5

• Provide crane maintenance area

• Dredging to accommodate DD5

• Provide gas bottle storage area

• Provide dry dock stormwater collection system

• Construct Navy Substation “X” and prepare site for HECO Substation “X”

• Site improvements

• Grading and retaining walls

• Lighting

• Adjustment to CIA fenceline

• Roadway and paved laydown area

MISSION REQUIREMENTS AND SCOPE (Continued)

• Single Construction Contract (Significant fully designed and some DB)

• Fully Designed Components (Package ‘A’)

• Dry dock, Cofferdam ,Elevator, Caisson

• Quay wall

• Dredging, Reclamation & Revetment

• Crane Rails

• Reclamation

• E, W Substations, Chiller Building, Diesel Generation plant, Pumphouse Landside components & utilities ‐ Design‐Build (DB)

CONTRACT APPROACH

• Single Construction Contract (Significant fully designed and some DB)

• Design Build Components (Package ‘B’)

• Site Retaining Walls

• Restroom

• Firewater Pumphouse

• Diesel Generation Plant

• Sewer Pump Station

• Substation X

• Low Pressure Air Building

• Utilities (Water, sewer, storm drain)

Existing Conditions

2023 2024 2025 2026 2027

EXISTING SITE

CONDITIONS

0 50 100 200

PROPOSED DRY DOCK

BASIN

MARINE RAILWAY

PIER

S o u t h e a s t L o c hS o u t h e a s t L o c h

I n g e r s o l l A v e I n g e r s o l l A v e

2023 2024 2025 2026 2027

Project Timeline

Construction Sequence Plan-Demo and Site Prep

I n g e r s e l l A v e

I n g e r s e l l A v e

2023 2024 2025 2026 2027

STAGE 1

APPROXIMATE LIMITS OF

SITE DEMOLITION SHOWN

FOR REFERENCE. ALL

BUILDINGS WITHIN

BOUNDARY TO BE

DEMOLISHED.

0 50 100 200

CONSTRUCT CIA

FENCELINE

PROPOSED DRY DOCK

BASIN

DEMO MARINE

RAILWAY

DEMO PIER

REMOVE DEBRIS

PREP SITE FOR

EXCAVATION

(HAZMAT)

INSTALL UTILITY

BYPASS

S o u t h e a s t L o c hS o u t h e a s t L o c h

I n g e r s o l l A v e I n g e r s o l l A v e

2023 2024 2025 2026 2027

Project Timeline

Temp Construction Area

Temp Construction Area

Dredge Considerations

•Upper Sediments •MEC (ESS Waiver) •Coralline Material •Offsite Disposal, (PVT Landfill) •CDF sites •Offshore disposal (SODDMS) (Under development‐ not yet approved) vv

STAGE 2

DREDGING OF SOFT

SEDIMENTS

DREDGING:

0 50 100 200

TEMP CIA FENCELINE

PROPOSED DRY

DOCK BASIN

DREDGING

FOOTPRINT

DEMOLISHED SITE

TEMPORARY TRESTLE

S o u t h e a s t L o c hS o u t h e a s t L o c h

Project Timeline

Temp Construction Area

Temp Construction Area

Construction Sequence Plan- Dredging, Soft Material

2023 2024 2025 2026 2027

Construction Sequence Plan-Combi Wall, STAGE 3

INSTALL SHORING AND

DREDGE WITHIN FOOTPRINT

0 50 100 200

TEMP CIA FENCELINE

COMBI- WALL

FILL AND

TIE RODS

DREDGE DRY DOCK

TEMPORARY

CONSTRUCTION

TRESTLE

CONSTRUCTION

BARGE

S o u t h e a s t L o c hS o u t h e a s t L o c h

Project Timeline

Temp Batch PlantTemp Batch Plant

2023 2024 2025 2026 2027

Temp Construction Area

Temp Construction Area

● Dredge footprint

● Construct combi-wall

● Dredge to depth

● Install floor precast elements (in the wet)

● Tremie fill precast elements

● Close combi-wall

● Topping slab (in the dry)

● Walls (in the dry)

Dry Dock Sequencing

Construction Sequence Plan- DD Floor, Cofferdam

STAGE 4

DRY DOCK FLOOR AND

COFFERDAM

0 50 100 200

TEMP CIA FENCELINE

FLOOR (PC/TREMIE)

COFFERDAM

CONSTRUCTION

TEMPORARY

CONSTRUCTION

TRESTLE

S o u t h e a s t L o c hS o u t h e a s t L o c h

2023 2024 2025 2026 2027

Project Timeline

Temp Batch PlantTemp Batch Plant

Temp Construction Area

Temp Construction Area

● Combi-wall

Dry Dock Construction

Construction Sequence Plan-DD Walls, Backfill

STAGE 5

DRY DOCK WALLS,

DIKE/REVETMENT, QUAY

WALLS, FILL/RECLAMATION

0 50 100 200

ADJUST TEMP CIA

FENCELINE

STRUTS AND

DEWATER DD

QUAY WALL

DIKE / REVETMENT

DRY DOCK WALLS

BACKFILL SITE

INSTALL CAISSON

(AFTER WALLS

COMPLETE)

S o u t h e a s t L o c hS o u t h e a s t L o c h

2023 2024 2025 2026 2027

Project Timeline

Temp Batch PlantTemp Batch Plant

Temp Construction Area

Temp Construction Area

● Dredge

● Precast elements

○ 4,500 tons each

○ Cast on site, or offshore

○ Cranes at casting yard and Drydock

● Walls

Dry Dock Construction

Quaywall

Construction Sequence Plan-Buildings

0 50 100 200

S o u t h e a s t L o c hS o u t h e a s t L o c h

2023 2024 2025 2026 2027

Project Timeline

STAGE 6

UPLAND WORKS, BUILDINGS,

UTILITIES, PORTAL CRANE

RAILS, FINAL GRADING

ADJUST TEMP CIA

FENCELINE

DG PLANT

SUBSTATIONS

DD PUMPHOUSE

CHILLER PLANT

GAS BOTTLE

STORAGE AREA

RESTROOM

FIRE PUMPHOUSE

BASIN WATER

TREATMENT PLANT

76 3

● Buildings (Approximate Square Footage)

○ E/W Substations (6k, 5.7k sf)

○ Chiller Pump house (4k sf)

○ Dewatering pumphouse (8.8k sf)

○ Rest Room Bldg (1.3k sf)

○ Fire Water pumphouse (1.2ksf)

Support Buildings

○ Substation X (3k sf)

○ Low Pressure Air (3.3k sf)

○ Sewer Pump Station (3k sf)

○ Diesel Generation Plant (12k sf)

○ Freight Elevator (0.9k sf)

Construction Sequence Plan-Utilities

0 50 100 200

S o u t h e a s t L o c hS o u t h e a s t L o c h

2023 2024 2025 2026 2027

Project Timeline

STAGE 6A

UTILITIES LAYOUT

UTILITIES LAYOUT

INSTALL NEW CIA

FENCELINE

REMOVE TEMP CIA

FENCELINE

• Potable Water

• Fresh Water (fire protection)

• Saltwater (fire protection)

• Auxiliary (chilled) Salt Water

• Sanitary Sewer

• Stormwater

• Compressed Air

• High pressure air

• Low pressure air

PROJECT UTILITIES

•Electrical •Telecom •Breathing Air •Nitrogen

● 118 ft x 57.5ft x ~22 ft Steel Caisson

● Light draft < 30 ft

● Local Availability (Not available)

● West Coast Shipyards

● East Coast Shipyards

● Gulf Coast Shipyards

Caisson Manufacture (Shipyard)

● Geotechnical program

○ 29 water borings

○ 74 land borings

● Hydrographic Surveys

○ Bathymetric

○ Subsurface Profiling

Site Information Availability

● Material Availability

● Labor

● Laydown- Permitting, design

● Precast elements

● Precast yards-

○ On site, offsite, floating drydock

● Environmental Restrictions

● Concrete Mix design- 100 yr.

Primary Constructability Assumptions

CONSTRUCTION LOGISTICS- OVERVIEW

Parking Lot

Disposal Area

Concrete Batch Plant

Marine Structure

Aggregate Stockpile

Casting Beds

0.25 miles

WAIPIO PENINSULA

Legend

Laydown Area

Concrete Batch Plant

Marine Structure

Aggregate Stockpile

Casting Beds

Disposal Area

• Utilities Required

• Electricity

• Water Supply

• Wastewater

• Areas shown are concept layouts based on available area - can be developed at Contractor’s discretion.

• CDF site #2 & 3 not available

0.5 miles

WAIPIO PENINSULA- Laydown Pier- Concept

• Concept layout for Laydown Pier

• 36 inch steel piles 10 ft

OC.

• 12 Geotechnical borings planned.

• Pier is a contractor designed/installed feature. It is not required.

• Concept layouts to date are for permitting purposes only (not yet permitted)

WAIPIO PENINSULA- ACCESS

• Accessible off Farrington Highway

• Access goes through neighborhoods and nearby schools

• Distance from Highway to pier ~3 miles

• Total area ~100 acres

1 mile

FORD ISLAND

Legend

Parking Lot

• Approx. Area: 3+ Acres

• Parking available for ~500 vehicles

• Ferry Landing for personnel transfer

• Distance from shore to edge of

Lexington ~175 yards

FORD ISLAND ACCESS

• Accessible by bridge (Very busy mornings/evenings)

• DBIDS security required for access

• Coordination with Port Operations required for barge movements

• Distance from Kamehameha highway to site ~2.5 miles

1 mile

7/14/2021 UNCLASSIFIED 37

Q&A Session #2 Responses to Technical Inquiries 14 July 2021

Overall Classification: UNCLASSIFIED

Layne Hazama

Closing Remarks 14 July 2021

Overall Classification: UNCLASSIFIED

Layne Hazama

IndustryDayPresP-209DD7-14-2021Ver7AA.pdf