70Z04726RPCNI0002 Amendment 0004 SF30 Final.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

DESIGN/BUILD CONSTRUCTION FOR ENGINEERING & WEAPONS TRAINING (TEW) BUILDING PHASE 2 AT

USCG TRAINING CENTER (TRACEN) YORKTOWN, VIRGINIA

This amendment incorporates 1) amended sections of the RFP Specification, 2) responses to Preproposal Inquiries (PPIs).

U. S. Coast Guard Facilities Design & Construction Center 70Z047 FDCC (Norfolk) 5505 Robin Hood Rd, Suite K Norfolk, VA, 23513, US

TBD

70Z04726RPCNI0002

70Z04726RPCNI0002

20068030

1 11

12/15/2025

10/31/2025

This amendment is issued to solicitation number 70Z04726RPCNI0002 to 1) amend sections of the RFP Specification, 2) provide responses to Preproposal Inquiries (PPIs).

The following is hereby amended:

RFP SPECIFICATION AMENDMENTS:

PPI #127, RFP Specification Section 01802, para. 2.1

Delete: (a) 35% Construction Design Submittal (Minimum – Guiding Principles for Sustainability (GPFS) Submittal, Site Design Concept and Mechanical Calculations – See paragraph 2.1.4, 2.3.2 & 2.8.2.2)

PPI #175, RFP Specification Section 01800, para. 1.13.7.

Delete: Provide 10% spare circuit breakers and 10% space only for all panelboards.

PPI #117, RFP Specification Section 01800, para. 1.7.4.6.1.2

Delete: “Exterior Stairs are not anticipated to be a part of this RFP. If site conditions differ, provide cast-in-place concrete stairs at exterior locations in accordance with applicable building codes.”

Add: “Existing metal grate exterior egress stairs must be salvaged during demolition, covered on-site during construction, for reinstallation (with modifications) during new construction. As existing stairs was constructed more than a decade ago, the guardrails and handrails may need modification or replacement to be code compliant with current building code standards. Additional exterior stairs are not anticipated to be a part of this RFP. If site conditions differ, provide cast-in-place concrete stairs at exterior locations in accordance with applicable building codes.”

PPI #184, RFP Drawings A-101 & A-102

Delete: Drawings A-101 and A-102 in their entirety

Add: Drawings A-101 and A-102 (attached to this Amendment) where deleted.

PPI #192, RFP Specification Section 1800, para. 1.7.5.2

Delete: “Elevator shall be side-opening with stainless steel finish on corridor or entry side.”

Add: “Elevator shall be side-opening or center-opening with stainless steel finish on corridor or entry side.”

PPI #192, RFP Drawing A-601

Delete: Drawing A-601 in its entirety

Add: Drawing A-601 (attached to this Amendment) where deleted.

PPI #206, RFP Specification 01800-1.8.5 Design Loads and Design Criteria

Delete: The building’s design loads shall be determined in accordance with the latest edition of the Unified Facilities Criteria 1-200-01 DoD Building Code. While UFC 1-200- 01 is the overarching document for buildings and facilities owned by DoD it shall be used for this USCG project. UFC 1-200-01 directs the use of the International Building Code® (IBC), the International Existing Building Code® (IEBC), and other UFC as applicable to the building, facility, structure, or system.

As stated in UFC 1-200-01, Para 2-16, structural design shall follow the IBC Chapter 16, except as modified within 1-200-01 and UFC 3-301-01 ‘Structural Engineering with Change 3’ (03 Feb 2025). UFC 3-301-01 provides requirements for structures designed and constructed for the Department of Defense (DoD). The technical requirements therein are based on the 2024 IBC, as modified by UFC 1-200-01 and the structural standard referenced by the 2024 IBC: ASCE/SEI 7-22 Minimum Design Loads and Associated Criteria for Buildings and Other Structures. The criteria further provides limited technical guidance for seismic evaluation and strengthening of existing buildings, and references ICSSC RP 10, Standards of Seismic Safety for Existing Federally Owned and Leased Buildings (RP 10) as well as ASCE/SEI 41-17, Seismic Evaluation and Retrofit of Existing Buildings.

Additionally, for non-seismic retrofit of existing buildings, the criteria references the 2024 edition of the International Existing Building Code (2024 IEBC). This information is for use by structural engineers to develop design calculations, specifications, plans, and design-build Requests for Proposal (RFPs), and it is meant to serve as the minimum design requirement for DoD buildings.

The 2024 IBC provisions are directed toward public health, safety, and general welfare, presenting minimum standards that must be met by the private sector construction industry. The use of industry standards for DoD projects promotes communication in the marketplace, improves competition, and results in cost savings. However, the military sometimes requires higher standards to achieve unique building performance, or to construct types of facilities that are not used in the private sector. In addition, the construction of military facilities outside the United States can introduce requirements that are not addressed in national model building codes. Modifications to the 2024 IBC and ASCE 7-22 provisions contained herein are intended to fulfill those unique military requirements. Where conflicts between the 2024 IBC or ASCE 7-22 and this UFC arise, this UFC prevails.

Progressive Collapse design (Ref. UFC 4-023-03, Design of Buildings to Resist Progressive Collapse) has been assessed as not applicable to this project.

WHERE DELETED, REPLACE WITH THE FOLLOWING:

The building’s design loads shall be determined in accordance with the latest edition of the Unified Facilities Criteria (UFC) 1-200-01 and 3-301-01, which is based on the International Building Code (IBC) 2024. The IBC provisions are directed toward public health, safety, and general welfare, presenting minimum standards that must be met by the private sector construction industry. The use of industry standards for DoD projects promotes communication in the marketplace, improves competition, and results in cost savings. However, the military sometimes requires higher standards to achieve unique building performance, or to construct types of facilities that are not used in the private sector. In addition, the construction of military facilities outside the United States can introduce requirements that are not addressed in national model building codes. Where conflicts between the IBC and the UFC, the UFC shall prevail.

Progressive Collapse design (Ref. UFC 4-023-03, Design of Buildings to Resist Progressive Collapse) has been assessed as not applicable to this project.

AMENDMENT ATTACHMENTS:

A. Preproposal Inquiry Responses (Please be advised this amendment provides responses to inquiries that may have been answered out of order. This amendment provides the final responses and concludes the PPI exchange of information between Contractor’s and the Government.)

B. Attachments to be sent through DOD Safe by COB 12/15/2025 to primary points of contact listed under the NMACC III Pool 2:

A-101 A-102 A-601

END OF AMENDMENT