DRAFT RFP 1305M423RNAAJ0004.pdf

DRAFT

SOLICITATION, OFFER,

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION 3. DATE ISSUED

AND AWARD 1305M423RNAAJ0004 □ SEALED BID (IFB)

(Construction, Alteration, or Repair) [gj NEGOTIATED (RFP)

IMPORTANT - The "offer" section on the reverse must be fully completed by offerer.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER

NA-AJ5730-21-00393

6. PROJECT NUMBER

7. ISSUED BY CODE CSAD 8. ADDRESS OFFER TO

CORPORATE SRVCS ACQUISITION DV

1325 EAST WEST HWY

CORPORATE SRVCS ACQUISITION DV

1325 EAST WEST HWY

SSMC2, RM. 11323 SSMC2, RM.11323

SILVER SPRING MD 20910 SILVER SPRING MD 20910

PAGE OF

CSAD

9. FOR INFORMATION la. NAME

CALL: ► DIANA PICKEL (C) I

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

202-810-2074 DIANA.PICKEL@NOAA.GOV

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offerer'' mean "bid and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

Project Title: Pier Romeo Design-Build Recapitalization Project in North Charleston, SC

The work involves design and construction services to demolish the existing derelict structures and construct a dedicated pier, access ramp(s), floating dock, dredging, and associated shore infrastructure and improvements necessary to support the berthing of NOAA ships on a long-term basis. Planned shore infrastructure includes design and construction of a new 5,000 square foot (SF) warehouse as well as a seawall and living shoreline. The full scope of the required services is outlined in Section C, Schematic Drawings and applicable attachments in Section J.

This requirement is solicited as Full and Open The NAISC Code 237990 The Small Business Size Standard is $39.5 million The Project's Magnitude is $55.0 - $65.0 Million

11. The contractor shall begin performance within 10 calendar days and complete it within __ 8_2_1 __ calendar days after receiving D award, [g] notice to proceed. This performance period is [g] mandatory D negotiable. (See ).

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

[gjYES □ NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

12b. CALENDAR DAYS

a. Sealed offers in original and __ 1;....__ copies to perform the work required are due at the place specified in Item 8 by 12:00 PM ET (hour) local time __ M_A_R_0=2-,_2�0=2-3 __ (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee [g] is, D is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

PAGES

d. Offers providing less than __ 1_8 _0_ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1 (d)

SCHEDULE Continued

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

CLIN 0001 Base Pier Romeo Facility Design and Preconstruction Services, Demolition, and Sea Wall Construction:

0001 The contractor shall complete all work outlined in the Statement of Work and applicable attachments for Design, Pre-Construction, Demolition and Sea Wall Construction of the Pier Romeo Facility Recapitalization Project. The Contractor shall complete the following tasks:

1) Design and Preconstruction services

2) Marine Demolition

3) Sea Wall Construction

DELIVERY DATE: 01/16/2026

SHIP TO:

NOAA PORT OFFICE CHARLESTON

C/O USCG

1050 REGISTER STREET

NORTH CHARLESTON SC 29405-2421

FOB : Destination Period of Performance: 10/18/2023 to 01/16/2026

1.00 JB

OPTIONAL CLIN 0002 - Main Floating Pier Construction:

OPT

0002 The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Main Floating Pier Construction. The Contractor shall complete the following task:

1) Main Floating Pier Construction

DELIVERY DATE: 01/16/2026

SHIP TO:

NOAA PORT OFFICE CHARLESTON

C/O USCG

1050 REGISTER STREET

NORTH CHARLESTON SC 29405-2421

FOB : Destination Period of Performance: 10/18/2023 to 01/16/2026

1.00 JB

OPTIONAL CLIN 0003 - Main Site Civil & Utilities:

OPT

0003 The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Main Site Civil & Utilities. The Contractor shall complete the following task:

1) Main Site Civil & Utilities

DELIVERY DATE: 01/16/2026

SHIP TO:

NOAA PORT OFFICE CHARLESTON

C/O USCG

1050 REGISTER STREET

NORTH CHARLESTON SC 29405-2421

FOB : Destination Period of Performance: 10/18/2023 to 01/16/2026

1.00 JB

OPTIONAL CLIN 0004 - Warehouse Construction:

OPT

0004 The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the

1.00 JB

PAGE 3 OF 4 1305M423RNAAJ0004

SCHEDULE Continued

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Warehouse Construction. The Contractor shall complete the following task:

1) Warehouse Construction

DELIVERY DATE: 01/16/2026

SHIP TO:

NOAA PORT OFFICE CHARLESTON

C/O USCG

1050 REGISTER STREET

NORTH CHARLESTON SC 29405-2421

FOB : Destination Period of Performance: 10/18/2023 to 01/16/2026

OPTIONAL CLIN 0005 - Small Vessel Floating Dock Construction:

OPT

0005 The contractor shall complete all work outlined in the

Statement of Work and applicable attachments for the Small Vessel Floating Dock Construction. The Contractor shall complete the following task:

1) Small Vessel Floating Dock Construction

DELIVERY DATE: 01/16/2026

SHIP TO:

NOAA PORT OFFICE CHARLESTON

C/O USCG

1050 REGISTER STREET

NORTH CHARLESTON SC 29405-2421

FOB : Destination Period of Performance: 10/18/2023 to 01/16/2026

1.00 JB

OPTIONAL CLIN 0006 - Living Shoreline Construction:

OPT

0006 The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Living Shoreline Construction. The Contractor shall complete the following task:

1) Living Shoreline Construction

DELIVERY DATE: 01/16/2026

SHIP TO:

NOAA PORT OFFICE CHARLESTON

C/O USCG

1050 REGISTER STREET

NORTH CHARLESTON SC 29405-2421

FOB : Destination Period of Performance: 10/18/2023 to 01/16/2026

1.00 JB

PAGE 4 OF 4 1305M423RNAAJ0004

TABLE OF CONTENTS

1305M423RNAAJ0004

Pier Romeo Recapitalization North Charleston SC

PART I - THE SCHEDULE

SECTION A – FORM

A.1 STANDARD FORM 1442

SECTION B – PRICING

B.1 PRICING

B.2 CONTRACT PRICE - CONTRACT LINE ITEM NUMBERS (CLIN)

B.3 TYPE OF CONTRACT

B.4 GOVERNMENT FURNISHED PROPERTY/EQUIPMENT

B.5 RFP QUESTIONS AND RESPONSES

B.6 DELIVERABLE – RELEASABLE COPIES – FREEDOM OF INFORMATION ACT

SECTION C - DESCRIPTION/SPECIFICATION/WORK STATEMENT

C.1 STATEMENT OF WORK

SECTION D - PACKING AND MARKING

SECTION E - INSPECTION AND ACCEPTANCE

E.1 NOTICE OF LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

E.2 SUBSTANTIAL COMPLETION

E.3 USE OF EQUIPMENT BY THE GOVERNMENT

E.4 FINAL COMPLETION AND ACCEPTANCE

E.5 INSPECTION AND ACCEPTANCE

E.6 CAR 1352.246-70 PLACE OF ACCEPTANCE (APR 2010)

SECTION F - DELIVERIES AND PERFORMANCE

F.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

ALTERNATE I (APR 1984)

F.3 FAR 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEPT 2000)

F.4 PLACE OF PERFORMANCE

F.5 SCHEDULES

F.6 EXCUSABLE DELAYS

F.7 NAM 1330-52.215-70 SCHEDULE OF DELIVERABLES (SEPT 2005)

F.8 PROJECT EXECUTION SCHEDULE

F.9 DOCUMENTATION OF REQUESTS FOR EXTENSIONS

F.10 SUSPENSION OF WORK - NONCOMPLIANCE WITH CONTRACT REQUIREMENTS

F.11 NOTICES TO PROCEED (NTP)

F.12 CAR 1352.270.70 PERIOD OF PERFORMANCE (APR 2010)

SECTION G - CONTRACT ADMINISTRATION DATA

G.1 CAR 1352.201-70 CONTRACTING OFFICER’S AUTHORITY

G.2 CAR 1352.201-72 CONTRACTING OFFICER'S REPRESENTATIVE (COR) (APR 2010)

G.3 PRE-CONSTRUCTION CONFERENCE

G.4 PROJECT MEETINGS

G.5 OPERATIONS, STORAGE AREAS AND SECURITY

G.6 PROJECT SAFETY

G.7 DISPOSAL OF REFUSE

G.8 DETAILED ESTIMATE FOR PROGRESS PAYMENTS

G.9 MONTHLY PROGRESS PAYMENT REQUESTS (Application for Payment)

G.10 METHOD OF PAYMENT

G.11 CERTIFICATION OF PAYMENT TO SUBCONTRACTORS

1305M423RNAAJ0004

G.12 INVOICE PREPARATION AND SUBMISSION

G.13 TEST RESULTS

G.14 FINAL COMPLETION/CONTRACT CLOSEOUT

G.15 ORDER OF PRECEDENCE

G.16 REFERENCED STANDARDS

G.17 FURNISHING INFORMATION AND RECORDS

G.18 CAR 1352.237-74 PROGRESS REPORTS

G.19 CAR 1352.245-70 GOVERNMENT FURNISHED PROPERTY

G.20 NAM 1330-52.270-304 NOAA ACQUISITION AND GRANTS OFFICE OMBUDSMAN (OCT 2022)

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H.1 FAR 52.252 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

H.2 COMMENCEMENT OF WORK

H.3 SUBCONTRACTING RESPONSIBILITIES

H.4 GENERAL DECISION NUMBER

H.5 ENVIRONMENTAL COMPLIANCE

H.6 NOTICE OF CONSTRUCTIVE CHANGES

H.7 CONTRACT NUMBER IDENTIFICATION

H.8 SUBMISSION OF CORRESPONDENCE

H.9 WORKERS’ COMPENSATION LAWS

H.10 INSURANCE

H.11 BOND REQUIREMENTS

H.12 SAFEGUARDING OF INFORMATION

H.13 PUBLIC RELEASE OF INFORMATION

H.14 DOCUMENTS - OWNERSHIP AND USE

H.15 DISPOSITION OF MATERIAL

H.16 RIGHTS AND OBLIGATIONS

H.17 INITIATION OF LIQUIDATED DAMAGES

H.18 PERMITS

H.19 WORK OUTSIDE OF NORMAL OPERATING HOURS

H.20 LAWS AND REGULATIONS

H.21 LANGUAGE PROFICIENCY

H.22 ASSIGNMENT

H.23 REVIEW OF DOCUMENTS AND LOCAL CONDITIONS

H.24 OTHER SERVICES NOT TO RELIEVE CONTRACTOR

H.25 OTHER CONTRACTORS

H.26 ERRONEOUS REPRESENTATIONS

H.27 AUTHORIZED REPRESENTATIVE OF THE CONTRACTING OFFICER

H.28 NOTIFICATION OF DIFFERING SITE CONDITIONS

H.29 EQUITABLE ADJUSTMENTS

H.30 PRESERVATION OF REFERENCE POINTS AND BENCHMARKS

H.31 ORGANIZATION OF DRAWINGS AND SPECIFICATIONS

H.32 SPECIAL UTILITY PROVISION

H.33 RESPONSIBILITY OF CONTRACTOR

H.34 ORGANIZATION AND DIRECTION OF THE WORK

H.35 CONSTRUCTION OPERATIONS

H.36 SUBCONTRACTORS AND SUPPLIERS

H.37 AVAILABILITY OF UTILITY SERVICES

H.38 TEMPORARY FACILITIES AND SERVICES

H.39 INSTALLATION RULES AND REGULATIONS/CONTRACTOR PERSONNEL

H.40 MATERIALS AND EQUIPMENT

H.41 IMPORTED MATERIALS, EQUIPMENT, AND PERSONNEL

H.42 HAZARDOUS OCCUPATION ORDERS

H.43 HAZARDOUS MATERIAL IDENTIFICATION

H.44 RESTRICTION ON USE OF NOAA FUNDS FOR LOBBYING

H.45 SPECIAL WARRANTIES

H.46 DEFINITIONS

H.47 CONFERENCES

H.48 MODIFICATIONS AND CHANGE ORDERS

H.49 ENGLISH LANGUAGE DOCUMENTATION REQUIREMENT

H.50 TRAFFICKING PERSONS COMPLIANCE PLAN CERTIFICATION

H.51 REPORTING ACCIDENTS

H.52 ORGANIZATIONAL CONFLICT OF INTEREST

H.53 CONFLICTS OF INTEREST

H.54 KEY PERSONNEL

H.55 CAR 1352.228-70 INSURANCE COVERAGE (APR 2010)

H.56 NAM 1330-52.203-71 NOTICE OF POST GOVERNMENT EMPLOYMENT RESTRICTIONS (OCT 2015) H.57 NAM 1330-52.222.70 NOAA SEXUAL ASSAULT AND SEXUAL HARRASSMENT PREVENTION AND

RESPONSE POLICY (MAY 2018)

H.58 NAM 1330-52.237-70 CONTRACTOR COMMUNICATIONS

H.59 NAM 1330-52.237-71 NOAA GOVERNMENT-CONTRACTOR RELATIONS - NON-PERSONAL

SERVICES CONTRACT (SEP 2017)

H.60 NAM 1330-52.237-72 CONTRACTOR ACCESS TO NOAA FACILITIES (SEP 2017)

H.61 NAM 1330-52.243-70 REQUESTS FOR EQUITABLE ADJUSTMENT (OCT 2017)

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES

I.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

I.2 FAR 52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT-CONSTRUCTION MATERIALS (MAY

2014)

I.3 FAR 52.225-11 BUY AMERICAN-CONSTRUCTION MATERIALS UNDER TRADE AGREEMENTS

(OCT 2022)

I.4 FAR 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

I.5 FAR 52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL CONTENT FOR

EPA-DESIGNATED ITEMS (MAY 2008)

I.6 FAR 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (May 2014)

I.7 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

I.8 FAR 52.236-4 PHYSICAL DATA (APR 1984)

I.9 FAR 52.252-4 ALTERATIONS IN CONTRACT (APR 1984)

PART III - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J - LIST OF ATTACHMENTS

J.1 WAGE DETERMINATION LINKS

J.2 PAST PERFORMANCE QUESTIONNAIRE

J.3 RFP QUESTIONS SUBMITTED VIA GOOGLE FORM

J.4 STANDARD FORM 1413 – STATEMENT OF ACKNOWLEDGMENT

J.5 PROPOSAL TEMPLATE

J.6 DRAWINGS LINK (Schematic)

J.7 PIER ROMEO FACILITY ACCESS FORM

PART IV -- REPRESENTATIONS AND INSTRUCTIONS

SECTION K - REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF OFFERORS

K.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

K.2 FAR 52.203-2 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION (APR 1985)

K.3 FAR 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (MAY 2022)

K.4 FAR 52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (AUG 2020)

K.5 FAR 52.209-7 INFORMATION REGARDING RESPONSIBILITY MATTERS (OCT 2018)

K.6 FAR 52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (SEP 2022)

K.7 FAR 52.230-1 COST ACCOUNTING STANDARDS NOTICES AND CERTIFICATION (JUN 2020)

SECTION L - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

L.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

L.2 FAR 52.216-1 TYPE OF CONTRACT (APR 1984)

L.3 FAR 52.233-2 SERVICE OF PROTEST (SEP 2006)

L.4 CAR 1352.233-70 AGENCY PROTESTS (APR 2010)

L.5 FAR 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

L.6 FAR 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)--ALTERNATE I (FEB 1995)

L.7 FAR 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

L.8 FAR 52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

L.9 CAR 1352.215-70 PROPOSAL PREPARATION INSTRUCTIONS

L.10 CAR 1352.270-71 PRE-BID/PRE-PROPOSAL CONFERENCE AND SITE VISIT (APR 2010)

L.11 CONFLICTS OF INTEREST

L.12 NOTICE OF PARTICIPATION OF NON-GOVERNMENT PERSONNEL

L.13 CONTENT OF RESULTING CONTRACT

L.14 ALTERNATE PROPOSALS

SECTION M - EVALUATION FACTORS FOR AWARD

M.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

M.2 CAR 1352.215-74 BEST VALUE EVALUATION

M.3 CAR 1352.215-75 EVALUATION CRITERIA

M.4 EVALUATION OF PRICE

M.5 BASIS OF AWARD

M.6 JOINT VENTURE/SIGNED STATEMENT OF JV INTENT AND DESCRIPTION OF PARTNERSHIP

M.7 AWARD WITHOUT DISCUSSIONS

Part I - The Schedule

SECTION B

PRICING

Pier Romeo Recapitalization North Charleston, SC

B.1 PRICING

B.1.1 As a firm-fixed price contract, the contract price includes all labor, materials, equipment and services necessary to accomplish the construction required by the Contract Documents, including applicable customs duties, transportation to the site, storage, premiums for insurance and bonds required by the Solicitation Documents and/or the Contract Documents, permits, license and inspection fees, taxes, and all other items called for by the contract or otherwise necessary for performance of the contract. The Contract Price may be adjusted only by a written Contract modification signed by the Contracting Officer (CO).

B.1.2 The contractor shall complete all work, including furnishing all labor, material, equipment and services as called for and required by the terms and conditions of this contract document and all attachments hereto. The maximum time allowable for performance has been identified in Section/Paragraph F.1, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (Reference FAR 11.404(b)). The price is firm fixed-price and shall include all labor, materials, equipment, services, overhead and cost for insurance.

B.2 CONTRACT PRICE - CONTRACT LINE ITEM NUMBERS (CLIN)

PROJECT TITLE: PIER ROMEO FACILITY RECAPITALIZATION PROJECT

CONTRACTOR COMPLETES CONTRACT LINE ITEM NUMBERS (CLIN):

CLINs 0001 through 0006

CLIN 0001 Base Pier Romeo Facility Design and Preconstruction Services, Demolition, and Sea Wall Construction:

The contractor shall complete all work outlined in the Statement of Work and applicable attachments for Design, Pre- Construction, Demolition and Sea Wall Construction of the Pier Romeo Facility Recapitalization Project. The Contractor shall complete the following tasks:

1) Design and Preconstruction services

2) Marine Demolition

3) Sea Wall Construction

Design & Construction Services 1 JOB $____________________

OPTIONAL CLIN 0002 - Main Floating Pier Construction:

The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Main Floating Pier Construction. The Contractor shall complete the following task:

1) Main Floating Pier Construction

Construction Services 1 JOB $____________________

SECTION B

PRICING

OPTIONAL CLIN 0003 - Main Site Civil & Utilities:

The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Main Site Civil & Utilities. The Contractor shall complete the following task:

1) Main Site Civil & Utilities

OPTIONAL CLIN 0004 - Warehouse Construction:

The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Warehouse Construction. The Contractor shall complete the following task:

1) Warehouse Construction

OPTIONAL CLIN 0005 - Small Vessel Floating Dock Construction:

The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Small Vessel Floating Dock Construction. The Contractor shall complete the following task:

1) Small Vessel Floating Dock Construction

OPTIONAL CLIN 0006 - Living Shoreline Construction:

The contractor shall complete all work outlined in the Statement of Work and applicable attachments for the Living Shoreline Construction. The Contractor shall complete the following task:

1) Living Shoreline Construction

The method for evaluation stated in the solicitation, will be utilized during the evaluation of Optional CLINs 0002-0006.

The Government reserves the right to unilaterally exercise Optional CLINs 0002-0006 within 180 days of contract award. The completion date shall coincide with the completion date of CLIN 0001 if exercised within this period.

B.3 TYPE OF CONTRACT

The resulting contract will include Contract Line Item Numbers (CLINs) that are Firm Fixed-Price.

B.4 GOVERNMENT FURNISHED PROPERTY/EQUIPMENT

References:

I1 52.245-1 Government Property

SECTION B

PRICING

B.5.1 In accordance with referenced clauses, the following Government Furnished Equipment and materials will be provided for incorporation into the work by the contractor. The equipment, systems components and parts will be furnished in sufficient quantities and in sufficient time to allow the contractor to complete the construction work as scheduled in accordance with the approved design.

Not Applicable

B.5 RFP QUESTIONS AND RESPONSES

Request for Proposal questions are submitted via Google Form and will be responded to via issuance of an amendment.

The Question and Answers (Q&A) does not change the RFP unless an amendment is issued. The Q&A is intended to clarify requirements and to reflect the parties understanding of the specific RFP performance requirements at time of award. The initial RFP as amended shall form the contract between the contracting parties. The Q&A will be reviewed and utilized during the course of contract execution and performance to ensure the descriptive and instructive clarifications provided and used to assure understanding of the performance requirements and relied on during the RFP and proposal development phase are implemented.

B.6 DELIVERABLE – RELEASABLE COPIES – FREEDOM OF INFORMATION ACT

The Freedom of Information Act (FOIA) permits withholding information under several exemptions, including Exemption 4 which protects "trade secrets and commercial or financial information obtained from a person [that is] privileged or confidential," 5 U.S.C. 552(b) (4). Within five business days of contract award, the contractor shall provide a statement that the contract is available for full disclosure under the FOIA or provide a scanned PDF of the redacted copy of the contract identifying the specific portions the contractor believes are covered by the particular exemption requested. Any redactions must be fully supported under the FOIA. In the event the Government notifies the contractor that it does not agree with a proposed redaction, the contractor shall have five business days to submit additional information to support the requested redaction. For subcontracts, within 5 business days of the contractor's award of any subcontract over $500,000 the contractor shall provide the Government a scanned PDF copy of the subcontract with a statement that the copy is either available for full disclosure, or identifying the specific portions believed to be covered by the particular exemption requested. Redactions should be limited to those protections provided under the FOIA. Following the procedures above, the Government has the right to notify the contractor of any disagreement with proposed redaction or exemption requests.

https://forms.gle/pcrZeHZa8BoPdNRG6

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

C.1 STATEMENT OF WORK

U.S. Department of Commerce (DOC) National Oceanic and Atmospheric

Administration (NOAA) Office of Marine and Aviation Operations (OMAO)

Pier Romeo Facility Recapitalization Design-Build Statement of Work

North Charleston, SC

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

Table of Contents

1.0 PROJECT DESCRIPTION

2.0 BASE PROPOSAL AND PROPOSAL OPTIONS

3.0 PROJECT SPECIFIC REQUIREMENTS AND CONSTRAINTS

4.0 REFERENCE DOCUMENTS / EXISTING PROJECT DOCUMENTS

5.0 DESIGN BUILD TEAM (DBT) RESPONSIBILITY

6.0 DELIVERABLES

7.0 MEETINGS/CONFERENCES/CONFERENCE CALLS

8.0 APPENDICES

A. Engineering Systems Requirements

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1.0 PROJECT DESCRIPTION

1.1 Project Overview

Provide Design-Build services as required to recapitalize the National Oceanic and Atmospheric Administration’s (NOAA) Office of Marine and Aviation Operations’ (OMAO) Pier Romeo Facility in North Charleston, South Carolina.

The project will include the following:

1. Demolition, removal and disposal of the existing pier and all associated piles.

2. Design and construction of a new, state-of-the-art floating pier with site improvements and a new warehouse to meet the needs and requirements of OMAO.

3. The new facility will include, but is not limited, to the following components:

a. Floating Pier

b. Gangway to Floating Pier

c. Trestle

d. Concrete Ramp to Trestle

e. Seawall

f. Warehouse

g. Site work including site drainage, utilities, lighting, sidewalks, curbs, and revised parking

h. Pier Lighting and Utilities

i. Small Vessel Floating Dock

j. Living Shoreline

k. Jib Crane

l. Executive Order 14057 – Energy Considerations

1.2 Background

The National Oceanic and Atmospheric Administration (NOAA) has a requirement to recapitalize the Office of Marine and Aviation Operations’ (OMAO) Pier Romeo Facility in North Charleston, South Carolina, which is severely degraded and unsafe for use. The recapitalized facility will be used to support the NOAA ships Nancy Foster, Ronald H. Brown, and other visiting NOAA vessels. The proposed action involves the design and construction of a new floating pier with supporting infrastructure, and demolition of the existing pier and all associated pilings.

Some of the highlights of the new facility include a new floating pier with new utilities, such as potable water, black and gray water removal, electrical, communication, security, IT, fire protection, and network service connections. The new pier will be accessed by a new pile supported steel trestle and gangway. A new warehouse, site lighting, security, parking, and pavement enhancements will also support NOAA Vessels and employees. The project will also include a new seawall, living shoreline, and small boat floating dock. A 15% Concept Design package, which provides detailed project requirements, is included with this Statement of Work (SOW).

This scope also requires the preparation of a standalone set of construction documents (drawings, specifications, and proposal documents) for the curb and gutter sitework, as well as the final paving and striping of the upgraded site. NOAA will use these construction documents to solicit a separate construction-only contract.

1.3 Existing Site Conditions

The project site consists of Pier Romeo and approximately one (1) acre of adjacent existing parking area. Pier Romeo is located within the Federal Law Enforcement Training Centers (FLETC)

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

installation in North Charleston, South Carolina, on the west bank of the Cooper River, and immediately adjacent to Charleston Harbor. The site is owned by NOAA; while the surrounding FLETC is owned by the Department of Homeland Security.

Pier Romeo consists of a reinforced concrete pier, approximately 40,000 square-feet in size and approximately 650 feet in length. A single-story concrete building (approximately 1,000 square-feet in size) located on the northeast end of the pier was originally developed as an electrical substation. The pier is complete with piping and lines for air, sewer, electrical power, steam, salt water, and potable water along the length of the pier.

The US Navy developed the property as Facility 330 in 1947 and was improved in 1987. The former Charleston Naval Shipyard previously used Pier Romeo for berthing naval vessels. The Navy transferred ownership of the pier to NOAA’s Marine Operations Center Atlantic (MOC-A) in 1996.

NOAA’s MOC-A previously docked one vessel at the pier until the MOC-A transferred ownership of the pier to NOAA’s Coastal Service Center (CSC) in 2005. The CSC allowed a partner agency, Center for Operational Oceanographic Products and Services, (Caro-COOPS), to dock vessels for loading and unloading. The CSC discontinued electrical and water supply services to the pier in 2006, and the pier has not been utilized since.

Other structures on the property include existing entry signage structure, various Conex boxes, and a small 250 SF guard shack adjacent to the existing pier.

The dock facility was closed in 2006 after structural inspections revealed severe deterioration of the structure and its utilities.

2.0 BASE PROPOSAL AND PROPOSAL OPTIONS

The contract scope consists of the following Contract Line Item Numbers (CLINS) and Options:

1. CLIN 0001: Pier Romeo Facility Design and Preconstruction Services, Demolition, and Sea Wall Construction

2. OPTIONAL CLIN 0002: Main Floating Pier Construction

3. OPTIONAL CLIN 0003: Main Site Civil & Utilities Construction

4. OPTIONAL CLIN 0004: Warehouse Construction

5. OPTIONAL CLIN 0005: Small Vessel Floating Dock Construction

6. OPTIONAL CLIN 0006: Living Shoreline Construction

CLIN 0001 includes the design of all components of the Pier Romeo Facility, as well as the demolition and new Sea Wall Construction. . CLINs 0002-0006 are all optional and include the construction of all components designed under CLIN 0001.

2.1 Base Proposal Items

CLIN 0001: Pier Romeo Facility Design and Preconstruction Services, Demolition, Sea Wall Construction

For this CLIN, complete the following tasks:

1) Design and Preconstruction Services:

a) Thoroughly review the provided Bridging Documents. The Bridging Documents provides the baseline requirements for the Pier Romeo Facility Recapitalization Project.

b) Provide design services for all components of the Pier Romeo Facility Recapitalization Project, (Demolition, Seawall, Main Floating Pier, Main Site Civil & Utilities, Warehouse, Small Vessel

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Floating Dock, Living Shoreline, and Sitework Package) as required by the Design Scope Requirements, including:

(1) Prepare and submit a Basis of Design

(2) Conduct all Design Phase meetings

(3) Provide 35%, 65%, 95%, and Issued for Construction (IFC) design documents

(4) Provide project schedules as required

(5) Prepare Sitework Package

(i) The final parking lot curbs & gutters, final concrete sidewalks, final asphalt paving, and final parking lot and roadway striping construction will be solicited and performed as a separate construction contract.

The DBT shall prepare and provide a separate set of plans, specifications, and proposal documents to NOAA for this work in order to allow NOAA to solicit and support this specific scope of work.

(6) Provide renderings as required

(7) Provide a spare parts list with the final design package. For proposal submittal purposes, include a $250,000 allowance for spare parts. The value of the spare parts will be adjusted once the final design is complete.

c) Provide all memorandums, reports, and plans related to permitting and monitoring, as required by the Preconstruction Services Requirements, including the National Pollutant Discharge Elimination System (NPDES) permit/s.

d) Include all commissioning services for all CLINS and optional items.

2) Marine Demolition:

a) Remove and dispose of the existing pier in its entirety including all appurtenances such as fender piles, cleats, bollards, bull rails, utilities, and supports, existing electrical building, existing fencing, pier materials that have fallen into the water, and all other items required to demolish the existing pier and construct the new Sea Wall as shown within the Bridging Documents. All other demolition shown within the Bridging Documents and required to construct the project in its entirety per the DBT’s IFC plans and specifications is covered within OPTIONAL CLIN 0003.

b) Remove all utilities from the pier. Verify all pier utilities are inactive prior to demolition.

c) The DBT shall provide written certification to the Government that all material and debris removed from the site have been disposed of in accordance with EPA and State of South Carolina requirements.

3) Sea Wall:

a) All construction and procurement services for the new seawall per the IFC plans and specifications and as detailed within the Bridging Documents plans and specifications.

OPTIONAL CLIN 0002: Main Floating Pier Construction

For this OPTION, complete the following tasks:

1. All construction and procurement services for the new floating pier and all associated supporting infrastructure and utilities, and all other work required to support a fully operational floating pier per the IFC plans and specifications. All design work is covered in CLIN 0001.

2. Procure and install all materials for construction of the floating pier and access trestle, including piles, fender piles and fenders, pier utilities (including electrical, mechanical, fire, water, sewer, IT/Communication, fire protection, etc), bollards, cleats, ladders, bull rails, safety/security fencing, etc.

3. Procure and install a new 4-ton jib crane and access platform on the main floating pier to support OMAO submersible launches, and the launching and recovery of the NOAA Office of Law Enforcement (OLE) small boats.

4. Procure and install lighting required for the new pier, access trestle, and landside parking areas.

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OPTIONAL CLIN 0003: Main Site Civil & Utilities

1. All construction and procurement services for all required site civil and site utilities required to support the new pier, warehouse, parking areas, seawall, small vessel floating pier, living shoreline per the IFC plans and specifications. All design work is covered in CLIN 0001.

2. All other demolition shown within the Bridging Documents and required to construct the project in its entirety per the DBT’s IFC plans and specifications is covered here. This includes but is not limited to demo and removal of existing asphalt, curbs, concrete, landscaping, utilities, fencing, etc., required for the new pier, living shoreline, and supporting structures. The DBT shall provide written certification to the Government that all material and debris removed from the site have been disposed of in accordance with EPA and State of South Carolina requirements.

3. Excavation and removal of existing soil required for new utilities, structures, and foundations;

including sewer, water, storm, electrical, communication. The DBT shall also include all shoring, trenching, and dewatering as required to construct the project, including utility installation and removal.

4. All imported soils/rocks, backfill, and rip rap as required to support new utilities, abutment, pier, sea wall, parking area, paving, curbs & gutters, and any other area including within the project’s final design.

5. Provide all survey, grading, and re-grading services as required to construct the project.

a. Confirm the new site area by conducting a boundary survey to confirm site boundaries.

b. Layout for new land-based utilities to support the new pier and access trestle.

6. Procurement and installation of new utilities to support the project both along the water and pier as well as shore side in the parking lot, warehouse, and seawall.

OPTIONAL CLIN 0004: Warehouse Construction

1. All construction and procurement services for the new warehouse per the IFC plans and specifications. All design work is covered in CLIN 0001.

2. Excavation and removal of existing soil required for the warehouse structure and/or foundations;

including sewer, water, storm, electrical, communication. The DBT shall also include all shoring, trenching, and dewatering as required to construct the project, including any utility installation and removal.

3. All imported soils/rocks, backfill, and rip rap as required to construct the warehouse in its entirety per the DBT’s IFC plans and specifications.

4. Plan to terminate the pier connection in the warehouse IT Room

5. Plan to have a local ISP connection box outside the IT Room

6. Plan that NOAA will want to install 4G networks and Starlink to all for redundant network capability.

7. The IT Room and office areas are to be Air Conditioned

8. The IT Room will also require a fire protection system and an uninterruptible power system

(UPS).

9. The open office area will house 4 cubicles and will require power and 4 EthernetLan cables and a wall junction box cabled to the IT room

10. The warehouse will also require (2) ceiling or wall mounted 4 port ethernet junction boxes to be installed on the 1st floor, and (1) wall mounted 4 port ethernet junction box to installed on the mezzanine level that are spaced to provide Wireless Access point installation to cover all areas within the warehouse.

OPTIONAL CLIN 0005: Small Vessel Floating Dock Construction

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1. All construction and procurement services for the new small boat floating dock, including a new covered gangway, jet block system, and utilities per the IFC plans and specifications. All design work is covered in CLIN 0001.

OPTIONAL CLIN 0006: Living Shoreline Construction

1. All construction and procurement services for new Living Shoreline as shown in the 15% Bridging Document Package, and as required within the DBT’s IFC plans and specifications. All design work is covered in CLIN 0001.

3.0 PROJECT SPECIFIC REQUIREMENTS AND

CONSTRAINTS

3.1 Mission Statement

Provide a state-of-the-art floating pier with site improvements and a new warehouse to meet the needs and requirements of NOAA. The new floating pier and ancillary facilities will accommodate the staff and equipment to meet the ongoing needs of NOAA. This project will allow NOAA ships to have access to utility services at the new floating pier, which will include an adequate flow of potable water, black and gray water removal, electrical services, and network service connections. Provide protection for the facility from storms and future sea-level rise (SLR) by incorporating a seawall system into the project.

3.2 Facility Function

The overall project objective is to recapitalize the OMAO North Charleston Pier Romeo Facility and associated upland facilities into a usable and working facility to function as the homeport for the NOAA ships Nancy Foster and Ronald H. Brown.

The functional components of the recapitalized facility shall consist of the following at a minimum:

1. Pier

a. A minimum of 360’ x 62’ with an access trestle and gangway

b. A minimum of 360 LF of mooring space is required on each face of the pier

c. The floating pier structure shall be of reinforced concrete or steel.

i. Offerors shall propose either a concrete or steel design. The Government will evaluate each proposed design and the selection will be based on overall pricing, maintenance, lifecycle costs, schedule, and overall usability.

ii. Refer to the Bridging Documents for design life requirements for concrete and steel structures.

d. Vehicular access to the pier is required for semi-trucks, fire trucks, forklifts, and mobile cranes. The intent is for trucks to turn around while on the pier. The pier (including trestle and gangway) must be able to support loading associated with each type of vehicle occurring at the same time.

i. Refer to the Bridging Documents and UFC 4-152-01 for detailed loading requirements.

ii. The Designer of Record (DOR) shall verify turnaround capabilities of the large service vehicles and fire trucks during the design phase.

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e. The pier must be easily removable in order to have the entire floating structure moved to a dry dock facility for maintenance as required, likely every 20-25 years.

f. Electrical and utility services for up to two NOAA vessels on the main pier

g. Submersible access platform

2. Utilities

a. Storm sewer utilities to support the improvements at the existing site, including the new parking lots.

b. Electrical as required

c. Sewer as required

d. Potable Water as required

e. Fire protection as required

f. Communication and IT as required

g. Site lighting, all lighting shall be LED

3. Warehouse

a. Approximately 5,000 square-feet with restrooms, IT room, distribution room, commercial freezer, janitor’s closet and mechanical space.

b. The warehouse will likely require pile foundations. DBT to verify during the Pre-award/Site Analysis.

c. The floor slab shall have sufficient capacity and flatness to support forklifts carrying up to 3,000lbs.

d. As noted in the Coastal Engineering Report, the design of the warehouse should consider flood protection to meet minimum National Flood Insurance Program (NFIP) Standards.

4. Paved Parking with a minimum of 200 parking spots (striped) and four (4/Ea.) Class 2 electrical vehicle charging stations

Refer to the Bridging Documents for detailed facility function requirements.

3.3 Applicable Codes and Standards

The design and construction for this project shall be in compliance with UFC 1-200-01 and all of its applicable series for this type of construction. Department of Defense (DOD) Unified Facilities Criteria (UFC) and Unified Facility Guide Specifications (UFGS) referenced in this SOW shall apply as if this were a DOD facility. There are some components of the design that can deviate from the UFC requirements, with prior NOAA approval. It is DBT’s responsibility to.request these exemptions from

NOAA.

Full consideration shall be given to all requirements (other than procedural requirements) of local zoning laws, federal laws, Executive Orders, and laws relating to landscaping, open space, setbacks, maximum height, historic preservation, esthetic qualities, and other similar laws of the state or political subdivision. There are elements of this project that will occur off NOAA property and on federal (FLETC) property (utilities, site work, and others). This work will need to follow, to the extent possible, the codes and requirements as set forth by each respective agency (NOAA, FLETC, City of North Charleston, Department of Water and Wastewater, electrical and gas company, etc.). The DBT is responsible for coordinating with these agencies, following necessary guidance, and obtaining necessary permits. The DBT will provide the Government with copies of all required permits prior to initiating work. The DBT’s proposal must include costs for all necessary utility connections, meters, equipment, transformers, regulators, etc. as required by the various utility companies. The DBT is responsible for all costs associated with the demolition, planning, coordination, and installation of all utilities.

The (DOR) shall obtain copies of all applicable codes and ordinances from the appropriate authorities as necessary for reference. The DOR shall consult with appropriate local officials and, upon request, submit plans to local building officials for review in a timely manner. The DOR shall allow local officials a review period of up to 30 days. The DOR shall give due consideration to any recommendations of such officials.

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In addition to the codes and standards listed in UFC 1-200-01, the design and construction must be in accordance with the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the project award date. In the event of conflict between codes, standards, specifications of the organizations, the more stringent regulations shall govern.

i. UFC 1-200-01 DOD Building Code

ii. International Building Code (IBC) 2021 ed.

iii. International Mechanical Code (IMC) 2021 ed.

iv. International Plumbing Code (IPC) 2021 ed.

v. International Fire Code (IFC) 2021 ed.

vi. International Energy Conservation Code (IECC) 2021 ed.

vii. NFPA 70 - National Electrical Code (NEC) 2020 ed.

viii. NFPA 72 - National Fire Alarm and Signaling code 2022 ed.

ix. NFPA 101 – Life Safety Code 2021 ed.

a. NOAA has adopted the technical egress requirements of the National Fire Protection Association Life Safety Code (NFPA 101), in lieu of the technical egress requirements of the IBC.

x. NFPA 110 - Standard for Emergency and Standby Power Systems 2022 ed.

xi. NOAA Office of the Chief Information Officer (OCIO) Facility IT Standards Guide

2007 V. 1.0 Rev 2

xii. State of South Carolina and Federal Waterfront Requirements and Codes

xiii. South Carolina Department of Natural Resources (SCDNR).

xiv. All other applicable NFPA Codes

xv. National Environmental Policy Act (NEPA)

a. NEPA documentation is being prepared under a separate contract. The final outcome of that effort shall be incorporated into the project.

xvi. USACE In-Water Work Permit

xvii. Other National Standards include the following: the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE); the Sheet Metal and Air Conditioning DBTs’ National Association (SMACNA); the National Roofing DBT Association (NRCA); the Institute of Electrical and Electronics Engineers (IEEE);

the American Society of Mechanical Engineers (ASME); the American Society of Civil Engineers (ASCE) and others.

xviii. The Department of Labor Occupational Safety and Health Administration (OSHA) does not directly regulate facility design; however, the construction, operation, and occupation of facilities must comply with OSHA regulations.

3.4 Project Teams / Points of Contact

The Government’s Project Team is composed of the Contracting Officer (CO), the Contracting Officer’s Representative (COR)/Project Manager (PM), and the Client Representatives (CR).

1. Contracting Officer: The Government’s procurement agent directly responsible for the general supervision, direction, control and approval of the Government’s contract with the General Contractor.

Ronette C. McBean-Felder Facilities Support Branch

Corporate Services Acquisition Division 1325 East West Hwy, Bldg. SSMC2 Silver Spring, MD 20910-3283 ronette.mcbean-felder@noaa.gov 202-709-9253(Google Voice) mailto:ronette.mcbean-felder@noaa.gov

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2. Contracting Officer’s Representative / Project Manager: The COR/PM’s duties include, review of all submittals, samples, shop drawings, etc. The COR/PM is also responsible for defining the project in terms of scope, schedule, and budget, and interfacing with the Government’s stakeholders, and Government project team. The COR/PM is not authorized to give any contractual direction to the DBT Team. NOTE: Any direction taken from the DBT Project Manager that is not authorized by the Contracting Officer (CO) is done at the DBT’s own risk and expense.

POC: TBD

Facilities Engineering Office (FEO)

Office of the Chief Administrative Officer (OCAO), NOAA 7600 Sand Point Way, Seattle, WA 98115

3. Client Representative: The Client Representative (CR) will support the COR/Project Manager and DBT by providing site specific facility information, and coordinating interactions between the DBT and OMAO.

POC: TBD

Office of Marine and Aviation Operations

Platform Infrastructure and Acquisition Division

4.0 REFERENCE DOCUMENTS / EXISTING PROJECT

DOCUMENTS

4.1 Bridging Documents

A 15% Concept Design package (herein referred to as the Bridging Documents) was developed in 2022 based on project requirements provided by NOAA, and is included with this SOW to convey the design and construction requirements for the Pier Romeo Recapitalization Facility project. The Bridging Documents consist of all components of the 15% Concept/Bridging Document Package (2022). The DBT shall utilize the Bridging Documents throughout the project design development.

Note: The standards and requirements referenced in the Bridging Documents shall apply to the project design and construction except as amended by this SOW. In the event of conflict between the Bridging Documents and this SOW, the more stringent standard or requirement shall govern.

The following Bridging Documents are included:

15% Concept/Bridging Documents Package (2022)

i. Concept Narrative

ii. Concept Design Drawings

iii. Geotechnical Report

iv. Coastal Engineering Analysis Report

v. Dredging Report

vi. Bathymetric Survey

vii. Environmental Assessment (EA) (2021)

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viii. Phase 1 Environmental Site Assessment (2008)

ix. Pier Romeo Survey Study (1994)

x. Pier Romeo Floodplain Map (2004) – National Flood Insurance Rate Map

xi. Final Asbestos Operations and Maintenance Plan for Pier Romeo Facility (2009)

xii. Final Lead-Based Paint Operations and Maintenance Plan for Pier Romeo Facility (2009)

xiii. FLETC Site Access Forms

xiv. Hazardous Materials Report 2021

xv. Cultural Resources Report 2021

Note: Information provided in the reference documents is included for reference only. The DBT’s Designer of Record is responsible for the final design of this project.

Any Government provided design or data is included for information only, and while it is considered to represent site conditions existing on the project site at this time, it is not guaranteed to fully and accurately represent all conditions.

The DBT shall verify information, and if required, provide the services of a geotechnical engineer to conduct subsurface exploration, investigation, testing, and analysis that the DOR deems necessary for the design and construction of the proposed facility and site recapitalization improvements. Any costs for additional geotechnical work will be paid by the DBT.

5.0 DBT RESPONSIBILITY

All project design, Construction Documents and construction shall comply with this SOW including all related drawings, specifications, appendices, reference documents and requirements. Design and technical criteria contained and cited in the Bridging Documents and this SOW establish minimum standards for design and construction quality. The DBT shall comply with all applicable design and construction criteria using industry standard best practices and materials. The materials selected shall be high quality, durable and easily maintained. Adjustments and enhancements to the SOW floor and site plans are permitted to accommodate actual design and construction conditions, however no deviations from the criteria shall be permitted without prior written approval from the Contracting Officer. All questions or problems encountered by the DBT in the following criteria shall be promptly submitted with recommendations to the Contracting Officer for review.

For this contract, the Design Build Team shall:

1. Conduct a Site Investigation to confirm the existing site conditions prior to award.

2. Conduct a Follow Up Site Investigation within 30 days after award to re-confirm existing conditions.

3. Thoroughly review the provided Bridging Documents.

4. Ensure compliance with National Environmental Policy Act (NEPA)

5. Provide Design Drawings and Specifications for the recapitalization of the facility.

6. Provide all engineering support and monitoring services to comply with all environmental permits, including but not limited to the USACE 404. This shall include, at a minimum, producing a Marine Mammal Monitoring Plan (MMMP) and a Noise Monitoring Plan (NMP). The NMP shall monitor noise levels both above and below the water.

7. Provide Construction Services as required to demolish the existing pier and construct the new Pier Romeo Facility as noted within the IFC Plans and Specifications.

8. Coordinate between all professional disciplines and construction trades to fulfill the requirements of this contract and to provide a complete, integrated, and functional design.

5.1 Pre-award Responsibilities

5.1.1 Survey / Site Analysis

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Prior to contract award, the DBT is required to verify all information provided by the Government and if any additional testing, sampling, or analysis is required, it shall be the responsibility of the DBT.

REFERENCE DOCUMENT REVIEW: Thoroughly review the included Bridging Documents and evaluate if the information is sufficient to provide a proposal and allow the DOR to proceed with the design of the proposed facility. If sufficient data is not available, provide a list of deficiencies that would prevent a design from proceeding with the design.

SITE ENGINEERING INVESTIGATION (SEI): Perform a SEI. As a minimum, the DBT must do the following:

1. Retrieve and review the project site's utility plans and consult with utilities personnel. The DBT is responsible for checking the accuracy of all plans and data used. Provide an analysis of the utilities to determine points of connection and whether existing capacities are adequate to support the new facility such as electricity; fire alarm and/or other emergency notification system; natural gas;

local area network (LAN) or its successor; sewer; steam; telephone; and water (potable, non-potable and/or salt water). Notify the COR of any existing utility system that is inadequate to support the new facility.

2. Investigate the proposed project site’s current field conditions and evaluate if the information obtained is sufficient to provide a proposal and allow the DOR to proceed with the design of the proposed…