R

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.

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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)

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

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

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.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

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

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): Solicitation NO: N4008526R0001, Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI

SEE SF 30 BLOCK 14 CONTINUATION PAGE.

ALL CORRESPONDENCE REGARDING THIS SOLICITATION SHALL BE DIRECTED VIA EMAIL TO KRISTY GERREK AT KRISTY.L.

GERREK.CIV@US.NAVY.MIL.

This amendment is issued to incorporate the following:

1. Extend the proposal due date for those invited to participate in Discussions from 21 August 2026 TO 26 August 2026 NLT 2:00 P.M. EDT.

2. Provide continuation sheet for drawings and specifications (Enclosed)

3. Provide Updated Attachment H - USCG OPC Pier Price Proposal Form REV 6 (Attached separately)

4. Provide USCG OPC Pier Amendment 0008 Drawings (Attached separately)

5. Provide PPI Responses (Enclosed)

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 21 Aug 2026 26 Aug 2026

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

Amendment 0008 Continuation Page USCG OPC Pier Amendment 0008 Drawings Updated Attachment H - USCG OPC Pier Price Proposal Form REV 6

N4008526R00010008

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0008

This amendment is issued to incorporate the following:

1. Extend the proposal due date for those invited to participate in Discussions from 21 August 2026

TO 26 August 2026 NLT 2:00 P.M. EDT.

2. Provide continuation sheet for drawings and specifications (Enclosed)

3. Provide Updated Attachment H - USCG OPC Pier Price Proposal Form REV 6 (Attached separately)

4. Provide USCG OPC Pier Amendment 0008 Drawings (Attached separately)

5. Provide PPI Responses (Enclosed)

1. The proposal due date has been extended for those invited to participate in Discussions from 21

August TO 26 August 2026 NLT 2:00 P.M. EDT.

**PLEASE NOTE THAT NO ADDITIONAL PPI’S WILL BE ACCEPTED AFTER 17 AUGUST

2026.**

2. Continuation Sheet for Drawings and Specifications (Enclosed)

CONTRACT DRAWINGS

DWG

NO

NAVFAC

NO

CHANGE NO TITLE

S-003 12936621 008 STRUCTURAL GENERAL NOTES - SHEET 2 OF 2 (BASE

BID)

S-201 12936675 008 PIER SOUTHERN ELEVATION - SHEET 1 OF 3

S-202 12936676 008 PIER SOUTHERN ELEVATION - SHEET 2 OF 3

S-203 12936677 008 PIER SOUTHERN ELEVATION - SHEET 3 OF 3

S-204 12936678 008 PIER NORTHERN ELEVATION - SHEET 1 OF 3

S-205 12936679 008 PIER NORTHERN ELEVATION - SHEET 2 OF 3

S-206 12936680 008 PIER NORTHERN ELEVATION - SHEET 3 OF 3

On NAVFAC Dwg. No. 12936621 (S-003)

STRUCTURAL GENERAL NOTES - SHEET 2 OF 2 (BASE BID) as follows:

CHANGE Foundation Notes – Fender Piles, note 4.2 from 6-43 bents to 22-43 bents.

CHANGE Foundation Notes – Fender Piles, note 5 to add “Polymeric” Fender Piles.

On NAVFAC Dwg. No. 12936675 (S-201)

PIER SOUTHERN ELEVATION - SHEET 1 OF 3 as follows:

CHANGE Fender leader from POLYMERIC FENDER PILE, TYP to 16” x 0.5 THK STL PIPE

FENDER PILE, TYP.

On NAVFAC Dwg. No. 12936676 (S-202)

PIER SOUTHERN ELEVATION - SHEET 1 OF 3 as follows:

On NAVFAC Dwg. No. 12936677 (S-203)

PIER SOUTHERN ELEVATION - SHEET 2 OF 3 as follows:

On NAVFAC Dwg. No. 12936678 (S-204)

PIER NORTHERN ELEVATION - SHEET 3 OF 3 as follows:

On NAVFAC Dwg. No. 12936679 (S-205)

PIER NORTHERN ELEVATION - SHEET 1 OF 3 as follows:

On NAVFAC Dwg. No. 12936680 (S-206)

PIER NORTHERN ELEVATION - SHEET 1 OF 3 as follows:

SPECIFICATIONS

Attachment H – Bid Price Schedule

ADD Revised Bid Price Schedule (Rev 006)

3. Updated Attachment H - USCG OPC Pier Price Proposal Form REV 6 is provided with this amendment (Attached Separately).

4. USCG OPC Pier Amendment 0008 Drawings is provided with this amendment (Attached separately).

5. Pre-proposal Inquiry Responses (Enclosed)

PPI # Page Section Paragraph Question Response

Should the Contractor anticipate that the option 1 work will be performed during the same time frame as the base bid work? If not, should we include additional cost for re-mobilization to perform the option 1 work?

Yes. The Government intends to award option at time of base bid award or

NLT within 90 days of base bid award.

Should the Contractor anticipate to purchase the 16" and the 36" diameter steel pipe piles for base bid work and option 1 work at the same time?

The contractor should assume the option is awarded within 90 days of base bid award.

We did not see an option for precast pile caps in the latest amendment.

Are you open to this concept?

Precast pile caps were not considered due to the risk imposed on the construction of the foundation.

Regarding the CPM schedule, Is the

Contractor making logic ties between base bid and option 1 as if it would be continuous work? Or should the Contractor have two complete separate schedules?

Should you decide that there will be two separate schedules, how will the amount of days to complete the

The assumption is that the work will be contiguous assuming that the Option is awarded within 90 days of base bid award. If the option is not awarded within 90 days of base bid award, the contractor will reserve the right to project be apportioned between option 1 and base bid?

renegotiate price and schedule.

Drawing S-

201/202/203/204/205/206 label the fender piles as 16" polymeric fender piles. Drawing S-519 shows fender pile is 16" x 1/2" steel pipe pile. It is our understanding that the fender piles have changed to 16" steel pipe piles. Please advise.

For the Base Bid and

Option 1, the fender piles will be 16" x 1/2" steel pipe piles. If Line Item

0003 (Option 2) is awarded, the fender piles would be 16" polymeric fender piles.

Drawing S-002 note 8 of

Foundation Notes - Steel Pipe Piles states minimum pile tip elevation for lateral fixity for 36" pipe piles:

from bent 26-43 at elevation minus

(-)80. The drawing S-601 calls the minimum tip elevation of 36" pipe piles from bent 26 to 43 much deeper than elevation minus (-) 80.

Please advise which one is correct.

The minimum pile tip elevation in Note 8 is for lateral fixity. The intent of the minimum tip elevation for lateral fixity is to establish the minimum embedment required for the piles to meet the lateral loading requirements. The tip elevations shown in the schedule tables also account for axial capacity.

If the piles reach their required ultimate axial capacity above the tip elevation shown in the schedule based on the driving criteria, they may be terminated at that elevation; however, they cannot be terminated above the minimum tip elevation required for lateral fixity.

Note 4.1 of Foundation notes-fender piles on drawing S-003 states bent 6-22 pile tip elevations are per pile schedule (S-602) and 4.2 states bent 6-43: EL -61. Did you mean bent 6-22 pile tip elevations per pile schedule on drawing S-602 and bent

23-43 pile tip elevations equal to elevation minus - 61?

Please see Amendment

0008 and updated drawing S-003.

For the fender piles, since they are located between the bents, MINIMUM

PILE TIP FOR

LATERAL FIXITY FOR

FENDER PILES, BENT

6-22: PILE TIP

ELEVATIONS PER

PILE SCHEDULE (S-

602); BENT 22-43: EL. -

61.

Amendment

7, Updated

Attachment

H

Item 0001

The previous version of the

Attachment H Price Proposal Form included item 0001A, "Price for the construction of the new OPC Pier, and all associated site work and utilities as indicated on the drawings and in the specifications excluding work provided in another priced line item."

The line item was intended to include all work associated with the pier construction that was not otherwise included in a Unit Price pay item (such as CIP concrete work, precast, pier utilities, all landside site work and utilities, division 1 requirements, etc.).

In the Updated Amendment 7 version of Attachment H, Line

0001A was redefined for

Demolition of the Pier (previously under Line 0001N), and the original item description above is not shown in any other line #. Can you please provide another item # to price the scope that was previously in item

0001A, or indicate where the remainder of work is to be priced?

Please see Amendment

0008 and Updated

Attachment H - USCG

OPC Pier Price Proposal

Form REV 6.

Amendment

7, Updated

Attachment

H

Item 0002

The description of Option Item No.

1 (Line Item 0002) on Attachment

H reads "subtotals of Line Items

0003A through 0003E." Please confirm this should read "Items

0002A through 0002E."

Confirmed. Please see

Amendment 0008 and

Updated Attachment H -

USCG OPC Pier Price

Proposal Form REV 6.

Amendment

7, Updated

Attachment

H

Item 0002

Attachment H reads that Line 0002, Option Item No. 1, should be the sum of 5 sub-items, which are all foundations and fender related unit price items. There is no Sub-Item for the remainder of the work associated with this Option, such as

CIP concrete work, precast, pier utilities, etc. Please add an additional item to this Option to include this work.

Please see Amendment

0008 and Updated

Attachment H - USCG

OPC Pier Price Proposal

Form REV 6.

Amendment

7, Updated

Attachment

H

Item 0004

The description of Option Item No.

3 (Line Item 0004) on Attachment

H reads "subtotals of Line Items

0005A through 0005B." Please confirm this should read "Items

0004A through 0004B."

Confirmed. Please see

Amendment 0008 and

Updated Attachment H -

USCG OPC Pier Price

Proposal Form REV 6.

Amendment

7, Updated

Attachment

H

Item 0004

We noted that the foundations for the Compressed Air structure were moved out of the Base Scope and into Option Item No. 3. It is unclear if the compressed air piping on the

Pier is still in the Base Scope.

Should the piping on the Pier be included in Base Scope or Option

No. 3?

Please see the limits of

Option 3 compressed air piping on M107.

Compressed air piping on the pier is included in the base bid and Option 1.

Amendment

7, Sheet S-

Drawings

The elevation of weathered rock and pile tip elevations changed on sheet S-601; the pile capacities and minimum tip for lateral fixity were also changed on sheet S-002. Please confirm which criteria governs the final pile depth: the tip elevations provided in the pile tables, the pile axial capacity per notes 6&7 on

Sheet S-002, or the minimum tip elevation for lateral fixity as defined in Note 8.2 on Sheet S-002?

Please note that some of the tip elevations as defined on pile tables on sheet S-601 are still significantly into the weathered rock and still may require the need to drill and drive piles. Also please confirm that the tip elevation for axial capacity will be determined by the pile test program.

Also note that Figure 1 labeled

"Estimated Minimum Pile Tip

Elevation for Axial Capacity and

Lateral Fixity" in the Geotechnical

Report does not align with Sheets

S-002 and S-601.

Notes 6 and 7 on Sheet S-

002 are for the axial capacities confirmed by

PDA testing. Note 8 is for the minimum pile tip elevation required for lateral fixity and establishes the minimum embedment required for the piles to meet the lateral loading requirements. The tip elevations shown in the schedule table account for both axial capacity and lateral fixity. If the piles reach their required ultimate axial capacity above the tip elevation shown in the schedule based on the driving criteria, they may be terminated at that elevation; however, they cannot be terminated above the minimum tip elevation required for lateral fixity. The tip elevations are based on the updated analysis, and the geotechnical report, including the figure, has been updated accordingly.

7, Updated

Attachment

H

Item 0003

PPI #203 response states that the contractor should be ready to pre-drill and grout the polymeric fender piles. For Option #2 (Item 0003:

Additional costs to provide polymeric fender piles with H-pile extension for the pier in lieu of steel pipe piles), should the contractor still assume that pre-drilling will be required with this option?

Pre-drilling is only expected to be required for the polymeric fender piles.

Please confirm that all pier demolition work is part of the Base

Scope and included in Item 0001A.

Confirmed.

Due to the magnitude of changes in the bid documents, including the modification of the CLIN schedule to reduce the BASE SCOPE from the landside connection to the expansion joint between Bents 30 and 31 and the revision of CLIN-

0002 to include extending Pier 1 from the expansion joint between

Bents 30 and 31 to the end of the

Pier, we respectfully request a two week time extension for the bid, to

September 4, 2026.

Due to end of year time constraints, a two week extension is unable to be granted. However, the due date for revised proposals is extended from 21 August 2026 TO

26 August 2026.

9324 VIRGINIA AVENUE, NORFOLK VA 23511-0395

NORFOLK, VA 23511-0395

UNITED STATES

Kristy GERREK, Email: kristy.l.gerrek.civ@us.navy.mil Telephone: 757-341-0089 AdminBy:

SCD: PAS: