Amendment 0003.pdf

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. PROJECT NO. (If applicable) 0003 04/02/2026

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

NAVFACSYSCOM MID-ATLANTIC

ROICC NORFOLK

FACILITIES ENGINEERING & ACQ DIV

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N4008526R0108

9B. DATED (SEE ITEM 11)

03/09/2026

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 _1 _ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, 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.)

N4008526R0108; Q-47 DEMOLISH FISHING PIER, NAVAL STATION NORFOLK, NORFOLK, VIRGINIA

See Continuation Page

Contact POC: Hailey McGinness (757) 341-0596; hailey.m.mcginness.civ@us.navy.mil

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 (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA mailto:hailey.m.mcginness.civ@us.navy.mil

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0003

The purpose of this amendment is to:

1. Provide the Q-47 Demolish Fishing Pier site visit log from the 19th of March 2026. See Attachment K_Site Visit Log.

2. Provide a Design Revision 1. See Attachment L_(Design Revision 01).

3. Extend the proposal due date from from 07 April 2026 to 09 April 2026 at 1400. See updated General Requirements, Attachement Q-47 DCS GEN REQS_REV2.

4. Provide responses to Pre-Proposal Inquiries (PPIs) #2 – 43:

PPI# Date Submitted

LEAVE

BLANK

Reference

Question Response Page Section Paragraph

2 03/10/26

01 35 26 1.8.3 &

1.8.4 Quality Control spec was not found in Specifications.

Please clarify if QC Manager needs to be a dedicated person or share duties with Site Superintendent.

QC Manager needs to be a dedicated person. See Design Revision 01

3 03/10/26

Please confirm that Site Superintendent can perform duties of SSHO.

Level one SSHO must not serve as QC manager.

4 03/20/26

Please advise if Site Superintendent can be "tripple hat" (site super, SSHO, and QCM) for this task order.

No. The two or three level SSHO may serve as the dual hat for site superintendent and SSHO.

5 03/20/26

Please confirm a Mammal Watch is not required.

N/R

6 03/20/26

Please confirm that an underwater inspection / QC inspection is not required.

Refer to question #20 response below

7 03/24/26

Please confirm that a final Bathometric Survey is not required.

N/R. But, Govt. will be performing the post demolition survey to verify the seafloor is clear of obstruction.

8 03/24/26

Please provide a plan map of the laydown area designated for this project for the contractor.

See page 7, 9.1 Location map of Naval Station Norfolk- Fishing Pier of 184225 Executable Scope .

Use south parking lot as determined by Contracting Officer.

9 03/24/26

Please advise if two separate field office facilities are required for this project, one for administrative purposes and the other solely for the QC Manager as per Section 01 50 00 3.5.1 & 3.5.2.

Yes

10 03/24/26

CLINs 0001AB-0001AD calls for providing imported select fill for the project.

Please provide specifications on what is acceptable select fill

Refer to new 31 00 00 EARTHWORK spec. (See Design Revision 01)

11 03/24/26

Is MLLW based on the provided bathymetry document (Attachment B) the same as the MLLW on C-1 of the As-Built DWGs?

If not, what is the difference in feet between the two?

They are not the same and NOAA Mean lower low water MLLW is 1.00' higher than Naval Station Low Water Datum SLWD.

12 03/24/26

SOW, p4 7.2 e & f "5. Not as-builts but a close proximity.

13 03/24/26

SOW, p4 7.2 e & f These scope or work items reference ensuring the potable water line to the pier head is disconnected from the source and to demolish the line up to the source;

however, only structural & electrical as-built drawings have been provided. Can you please provide reference drawings for the water line to better determine the source location?

Source location is visible in the site. No drawings for water line available. Refer to aerial photo of the waterline source from our GRX data.

14 03/24/26

S-5 Can you please provide the material specification for the water line piping to determine required material to cap the line?

Based on GRX site the waterline is a 4" PVC.

15 03/24/26

S-5 of the As-Built drawing package is illegible at the bottom of the page, can you please reissue?

Best available As-built drawings. Aware of S-5 sheet not eligible for hand rail sections.

16 03/24/26

SOW, p4 Electrical Demolition

Please confirm that there is no new work associated with rip rap, and that contractor is only responsible for backfill and grading of the soil disturbed by the concrete ramp and information shelter demolition.

No new rip rap work.

17 03/24/26

Is contractor responsible for de-terminating the cables feeding the panel from the transformer? If not, please confirm electrical contractor will have to coordinate with NAVFAC to de-energize the transformer in order to complete work associated with breakers in the panel.

No

18 03/24/26

Bid Schedule, p1

CLIN

0001AB

Please confirm that there are no hazardous materials associated with this scope of work, as none have been identified.

No presence of hazardous material.

19 03/24/26

Please clarify how contractor would determine if material around piles to be cut is unsuitable.

Additionally, since there is no new construction associated with this project, what is the purpose of this bid item?

Any material encountered that prevents a clean verifed cut at required depth elevation or compromises environmental control. Silt soft clay: suitable;

Entangled steel/ cables :

unsuitable.Requires manual diver removal / clearing for unsuitable status.

20 03/24/26

Is an Underwater Pre- Construction Inspection required?

No, but the contractor must establish the current seafloor elevation using attachment 8c Bathymetry survey data for verification of the "Baselline" mud line before any work begins.

21 03/24/26

Is an Underwater Post- Construction Inspection required?

Refer to question #6 response above.

22 03/24/26

Is there a Marine Mammal Requirement for this project?

23 03/24/26

Does the government want to salvage the Pole Lights?

24 03/24/26

4 of 9 Executable Scope

7.2F Does the government want to salvage the Navigation Beacon?

25 03/24/26

4 of 9 Executable

7.2A What does the government consider to be source of the waterline? There appears to be a valve and a meter box.

Please provide direction for how this water line is to be abandoned.

Cutoff waterline at existing valve and cap it off.

26 03/24/26

Please confirm that the existing electrical panel is to remain.

27 03/24/26

6 of 8 Environmental Checklist

Is the +/- 16" bollard at the foot of the pier to be demolished

28 03/24/26

5 of 8 Environmental Checklist

Has the government secured all of the permits required for this project? If the answer is yes please provide copies in order that the KTR may address any special conditions.

Work is to be conducted utilizing USACE 2026 Nationwide Permit #3 (maintenance/demolition).

*Project permit scoping was completed with the expectation that dredging is not required. Pre- Construction meet will review the specifics.

29 03/24/26

6 of 9 9.1 Are there any permits that the KTR must secure?

If the KTR will have emission-generating equipment on site for more than 365 consecutive days, they will need to work with the Environmental Air Program Manager for permitting requirements.

30 03/24/26

9 01 33 00 1.8 What is the purpose of the 30' buffer around the pier?

Lay down area for barges

31 03/24/26

Please provide Attachment A - Submittal Register

Included at the end of section 01 33 00

32 03/24/26

6 01 35 26 1.8.3 No 01 45 00 Spec. has been provided, please provide this spec.

See response question #2

33 03/24/26

This paragraph requires 2 KTR personnel to perform the the three roles. This seems excessive given the projects budget, limited complexity and duration.

There is no 01 45 00 spec to confirm this requirement..

Please confirm the two KTR personnel are required to perform the duties of superintendent, QCM and

SSHO

See responses question #3 and 4.

34 03/24/26

Is the existing electrical service panel currently energized? We were unable to locate the 112.5 kVA, pad-mounted transformer referenced in the as-builts.

Assume it is still energized.

35 03/24/26

Executable

6.1 If the electrical service

panel is energized, can it be used for temporary power to a field office trailer?

Assume it is still energized. Contract to provide their own power according to the PIF.

36 03/24/26

Please confirm that Submittals referenced in Section 6.1 of the Scope of Work aren't required to be sealed by a Professional Engineer.

Not required.

37 03/24/26

01 50 00 3.5.2 Div1 specs do not contain 01 45 00 Quality Control.

However, a Quality Control Manager (QCM) is referenced in other parts of the spec. Please confirm that a QCM is not required for this project.

See response question #2.

38 03/24/26

If a QCM is not required, does this eliminate the need for a field office trailer referenced in spec section 01 50 00.

QCM is required. See response question #2.

39 03/24/26

Please confirm the Level One SSHO may not serve as the project superintendent.

See response question #3.

40 03/24/26

If possible, please share the sign-in sheet from the site visit on 4/19.

Yes, see Attachment K_Site Visit Log.

41 03/24/26

Please confirm that incidental soil removal below the mudline for pile demolition is not considered dredging and subject to enhanced permitting and disposal requirements.

Dredging is not permitted.

Sediment can be manipulated or temporarily removed via bucket if required to position a saw to cut piling. Sediment shall be returned to original location once cutting is complete.

42 03/24/26

Please confirm that a detour can be utilized in the event that demo operations at the pier abutment require a brief closure to the existing service road (Paul Merwin Way).

Detour can be utilized only per approval from Contracting Officer

43 03/24/26

For bidding purposes, should we assume that excavated material can be used as backfill for incidental utility/foundation removals?

Yes.

All other terms and conditions remain unchanged.

(End of Summary of Changes)