25R0102 B171 Amendment 0006.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 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 your 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.

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 NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

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 ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. 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 NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE 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)

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 (No., 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)

NSN 7540-01-152-8070

Previous edition unusable

N40085

N40085-25-R-0102, Building 171 Machine Shop Repairs, Norfolk Naval Shipyard, Portsmouth, Virginia

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Solicitation POC: Kristy Gerrek, kristy.l.gerrek.civ@us.navy.mil

NAVFACYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3095

See Item 6

N4008525R0102

1 10

12/12/2025

09/19/2025

N4008525R0102

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 – BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0006

This Amendment is issued to incorporate the following:

1. Provide extension of proposal due date

2. Updates to General Requirements (notated in bold)

3. Provide Responses to Pre-Proposal Inquiries.

1. The proposal due date has been extended from Monday, 22 December 2025 to Wednesday, 14

January 2026 at 2:00pm EST.

2. Updates to General Requirements-

The following sections have been updated:

Updated Evaluation Factors for Award; Factor 1 – Technical Solutions (notated in bold)

Evaluation Factors for Award

Factor 1 – Technical Solutions

(i) Solicitation Submittal Requirements:

a) The Offeror shall provide a “Technical Approach Narrative” describing the technical solution for the project that meets the requirements of the RFP and that demonstrates the Offeror's ability to successfully perform this project at the CIA (Controlled Industrial Area) of the Norfolk Naval Shipyard (NNSY), Portsmouth, VA.

The narrative shall address major elements of work and demonstrate understanding of the scope, all phases and major milestones, bid options 1 and 2, technical complexities, and construction schedule required to achieve the work as identified in the solicitation. Identify activities that may affect the project timeline, including other/off site work activities. In addition, the plan shall address the following technical complexities:

1. Provide narrative addressing overall management and coordination of simultaneous construction activities with multiple disciplines.

2. Provide narrative addressing construction strategy for working on a confined site in the CIA area of the NNSY.

3. Provide a narrative addressing construction strategy for providing all elements of the electrical work as described in the RFP, while reducing the number of building outages required to accomplish the electrical SOW.

4. Provide narrative strategy in avoiding project schedule slippage due to material/ equipment procurement or delivery delays.

b) Provide a “Labor Force Narrative” describing how the needed skilled labor forces will be provided and maintained throughout the duration of this construction contract for all labor forces at Norfolk Naval Shipyard, Portsmouth, VA. The narrative shall address at a minimum:

1. Securing the required non-skilled workforce/skilled work force to work the project and maintaining the workforce as needed.

2. Construction subcontractors (exterior building façade and window installer, interior building construction, roofing, electrical, structural, and mechanical) and their ability to provide skilled labor.

Both the Technical Approach Narrative and the Labor Force Narrative shall not exceed eight (8) pages.

Up to four (4) drawings on separate sheets or separate PDF files can be provided to supplement the narratives and will not count towards the page limit.

c) Provide an overall Critical Path Method (CPM) schedule showing the timeline of the proposed designs and construction. There are no page restrictions on the CPM schedule.

The project schedule shall illustrate the offeror’s ability to achieve or improve on the contract completion date set out in the RFP (630 calendar days inclusive of base bid work as well as all options, including 15 days for bond approval). Identify the overall completion time for this project, as well as interim completion times (including each sequence of work as identified in the RFP) and key milestones for sequences as required to complete construction. The schedule shall demonstrate an understanding of the work, a logical sequence of events to accomplish the work, and contain enough information to identify all of the major milestones, as defined in the RFP.

The schedule shall be based on a contract award date of 10 February 2026. This date is for proposal purposes only and is not intended to indicate an anticipated/planned award date.

3. Pre-Proposal Inquiries

PPI#

Reference

Question Responses Page Section Paragraph

Drawing AE010 – Scope of Work Note 2 on AE010, is requiring Contractor pricing to include the verification of site conditions and dimensions by field measurements before submission of Bid. One site visit with limited personnel allowed to attend will not be sufficient to help the contractor meet that requirement. Please remove/delete this requirement OR allow multiple site visit(s) and/or don’t limit the personnel allowed to attend the site visit.

The existing conditions and scope of work shown in the drawings is based on original building drawings and limited surveys. The Contractor shall base bids on the information conveyed in the construction documents and their limited field observations during the pre-bid site visit.

Drawing AE010 – Scope of Work Note 2 on AE010, is requiring Contractor pricing to include the verification of site conditions and dimensions by field measurements before submission of Bid. One site visit with limited personnel allowed to attend will not be sufficient to help the contractor meet that requirement. Please remove/delete this requirement OR allow multiple site visit(s) and/or don’t limit the personnel allowed to attend the site visit.

The existing conditions and scope of work shown in the drawings is based on original building drawings and limited surveys. The Contractor shall base bids on the information conveyed in the construction documents and their limited field observations during the pre-bid site visit.

Deck/pour stop damage visible in Stair 8 & 9; but are not shown on drawings. Please provide additional photos for these areas and provide direction on repairs required.

Scope of repairs is as indicated on the construction documents; please bid per RFP

Existing wood block floor are not flat/level; this will require additional floor prep/leveling. – Discussion topic with team. Do we PPI or remove & pour new concrete for new flooring?

The existing wood block floor is a defining interior feature of this building, so the existing wood block floor should be retained. Provide wood shims over the existing wood block floor, as required to level the new plywood underlayment.

Drawing A1/AE513, Section 03 01 00: Please provide photos for areas where the concrete sill band has spalled and repairs are required.

Please see Attachment J - Site Visit Pictures posted from Amendment

Deck/pour stop damage visible in Stair 8 & 9; but are not shown on drawings. Please provide additional photos for these areas and provide direction on repairs required.

Scope of repairs is as indicated on the construction documents; please bid per RFP

Existing wood block floor are not flat/level; this will require additional floor prep/leveling. – Do we need to remove & pour new concrete for new flooring?

The existing wood block floor is a defining interior feature of this building, so the existing wood block floor should be retained. Provide wood shims over the existing wood block floor, as required to level the new plywood underlayment.

Broken operable mechanisms for windows/corrugated translucent wall panels, are in various states of disrepair. The drawings are not specific to repairs for components of operating mechanisms.

Drawings show some items to be repaired and most operating mechanisms are not currently functioning. manufacturer of operating mechanism. Some motors have blown up and have been removed. Please confirm scope of work on the operable mechanisms for all windows/corrugated translucent wall panel.

The project includes operable window scope at the 1942 north elevation operable windows and the 1918 high-bay operable windows.

Neither of these scopes include the repair of operable mechanisms.

Below is a summary of the scope for each. Refer to Sheet AE010 for additional scoping information.

• 1942 north elevation operable windows: Full replacement of the operable windows systems indicated including corrugated FRP panel glazing, framing, drive shafts, drive arms, motors, and associated hardware and components within the existing rough openings.

• 1918 high-bay operable windows:

Disconnect sliding operable windows from existing power source and provide either corrugated FRP panel overlay or louver infill.

Spec Section 099000.0022: To help us get more competitive pricing, can we please remove/waive the SSPC QP 1 Certification requirement from Section 099000.0022? This will allow more painting subcontractors to participate and provide pricing.

The specified certification requirement is part of the Norfolk Naval Shipyard standard specification for painting. Provide as indicated.

Drawing AE102: AE102 refers to A4/A355, which seems to be an elevation drawing, however, drawing set does not include sheet A355. Please provide sheet A355.

The callout for A4/A355 points to the west elevation of Tower 2. A355 previously included the east and west elevations of Towers 1 and 2;

however, it was removed from the set during a previous design submission as there is no repair scope on these elevations.

Drawing AE601 & AE602: Please confirm if Stair 8 requires new Steel Guardrail mounted to existing steel stringer, as shown for Stair 9.

New guardrails mounted to existing stringers in Stair 8 are not included in the scope of work.

Drawing AE601 & AE602: Per site visit observations, existing handrail heights are not to code;

revising handrails to bring up to code included in scope of work?

Revising the existing handrails is not included in the scope of work.

FP

101-

Please define the purpose of the red dotted lines around Office 101 and Office S-14 on sheet FP101, Office 118 on FP103, and offices 1M102 through 1M111 on FP105, and elsewhere through the drawings set.

These are boundaries of "security islands," as defined in the phasing drawings. There is no fire protection significance to these lines, and they can be disregarded on the fire protection drawings.

14 28 31 76

Specification section 28 31 76 was included. This implies the presence, or modification to, a mass notification system. None of the drawings include modification to a mass notification system, or modification to the notification portion of any fire alarm system.

Please confirm that a mass notification system is not included in this project.

Fire alarm scope is limited and does not involve the provision or modification of a mass notification system.

15 As- Builts

Please provide existing record drawings for roofs referenced in details? More information is required on the existing systems for proper tie in and new roof installation.

Drawings from 1999 / 2000 roofing replacement was found and included.

16 As- Builts

Please consider adding alternate pricing CLIN for a full roof replacement. Current design creates several potential compatibility issues with tie-ins of new to existing roof which increases chances of future water infiltration.

Scope of roofing work shown in the Drawings is based on Government project parameters which considers up to 25% roof replacement and other areas to be addressed through repairs. If roof replacement within an area would be less expensive than the noted repairs, then that is a technically acceptable solution and may be submitted with the proposal

17 General

Please consider adding alternate pricing CLIN for liquid applied coating system to be applied after patch repairs, similar to repairs to the Fire Lane Safety roof.

Bid as shown in solicitation package

18 General

There appears to be multiple project phasing descriptions in each discipline. Please clarify and provide summary of end users required or desired phasing for the project.

See Sheet GC001 for General Construction Phasing and see sheet E-002 for electrical sequencing and construction notes.

19 General

Please extend the bid date by an additional three weeks, as manufacturers and subcontractors require more time to obtain the necessary pricing and quotes from their suppliers.

Proposal due date has been extended to 14 January 2026; See Amendment

20 General

Does this project have US Citizenship requirements for access to site or working on the site?

Yes. Refer to Specification 01 14

00.00 22 section 1.8.1

21 General

Please confirm the Superintendent can perform the duties of QCM or SSHO concurrently with the duties of Superintendent? Or are there to be three individuals to perform each duty?

No this is not permitted. For SSHO see section 01 35 26.00 22 section

1.7.1.1. For QCM see section 01 45

00.00 22 section 1.5.1.1

22 General

After award, the Contracting Officer will provide a NTP to the awardee. What is the approximant duration between issuing the award and issuing the NTP?

Once the award is issued, that is the Contractor’s NTP

23 General For planning the preliminary project schedule, what is the anticipated award date?

The revised anticipated award date is 10 February 2026; See Amendment

24 General Is water available at the project site and who pays for the service?

Refer to Specification 01 50 00.00 22 section 3.2

25 General Is power available at the project site and who pays for the service?

Refer to Specification 01 50 00.00 22 section 3.2

26 General Who the vendor is that currently services Fire Alarm system?

PROFESSIONALS HIR LLC

HERITAGE CONTRACTING

27 General

Is the Fire Systems to remain in service during construction. Does this mean both Wet Pipe sprinkler and Fire Alarm or just Fire Alarm?

Sprinkler and fire alarm systems are to remain in service throughout the construction duration.

28 General

Does the existing roof system have a warranty? If yes, please provide that information so the Prime can get a certified installer for new work.

The only roof area currently under warranty is the 1942 addition lower north roof, which was replaced in 2021, but this replacement project did not include the existing perimeter flashing at the rising walls.

NAVFAC does not require that warranties associated with the repair work include entire roof areas.

29 General What, if any, FFE is to be included in base bid? No FFE is included in the base bid.

30 09 90 00.00 22

Specifications only call for exterior painting at windows where indicated on drawings.

What drawing and note details the extent and product for paining

Refer to AE521.

31 General Please clarify if any new exterior panels should be painted.

Intent of metal panel replacement is to match appearance to existing panels with new factory coated metal panels. Refer to Section 074213, Para. 2.2 for coating information.

Please confirm what type of repairs are required at each bank of translucent wall windows/panels. Details are not showing where the assemblies are in specific need of repairs.

If question is in reference to the 1942 operable window banks, then no repairs are applicable as scope includes full replacement of operable window systems. Refer to AE010 for additional information related to scope of operable window replacement.

Please provide photos for each window bank & component area, in need of repairs.

Please see Attachment J - Site Visit Pictures posted from Amendment

Please provide photos of steel windows with notes for sections to be repaired.

Please see Attachment J - Site Visit Pictures posted from Amendment

1. 075200 – Modified Bituminous Membrane Roofing, 1.9.1 Roof Membrane Manufacturer Warranty, states the requirements of a 20 year no dollar limit (NDL) roof system warranty. Please confirm if this warranty requirement will be for any new work ONLY as required per this RFP? Or will this warranty need to cover the entirety of the roof (new and existing sections)?

Warranty only applies to areas of full roofing system replacement within an entire roof area (i.e., replacement of field of roof with new perimeter conditions).

Is there an active roof warranty for this building? If yes, please provide warranty information

The only roof area currently under warranty is the 1942 addition lower north roof, which was replaced in 2021, but this replacement project did not include the existing perimeter flashing at the rising walls.

NAVFAC does not require that warranties associated with the repair work include entire roof areas

Is there any existing roof plaque typical on all military projects? If yes, please provide a photo

The Government is not aware of existing roof plaques and anecdotally understands that the existing roofs are of various vintages.

C1/AE500, note 3 states some roof areas included concrete roof deck. The documents provided do not indicate what roof sections have concrete decks. All sections and details details/state metal deck. Please advise what roof sections are concrete deck

The exceeding majority of the roofs are metal roof deck and reflect the typical detail shown in C1/AE500.

The 1937 roof areas (as indicated on AE011) may have portions of the roof over concrete deck according to available existing building documents.

5. Can you please provide a photo of the following details…

1. Typical roofing membrane patch area

2. Typical Roofing base flashing replacement section

3. Typical Roofing edge flashing replacement section

4. Typical roof coping section

Please see Attachment J - Site Visit Pictures posted from Amendment

41 Please provide historical as-built drawings

Drawings from 1999 / 2000 roofing replacement was found and included.

Please advise the average size of roof membrane patching, eg 6” x 6” or 24” x 24”, that will be required in a given area. Without a report or photos of specific repair areas sub-contractors cannot quantify an exact area per patch to determine how much material will be required to perform the roofing membrane patch work.

Patches indicated with Keynote 1 on the roofing plans are to be no greater than 24 in. by 24 in.