N4008526R0005 Amendment 0007.pdf

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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 NUMBER N40085-26-R-0005, DESIGN-BID-BUILD (DBB) P1112 B72

RESILIENCY IMPROVEMENTS, PORTSMOUTH NAVAL SHIPYARD (PNSY), KITTERY, MAINE

The proposal due date of 28 May 2026 NLT 2:00 PM EDT has been extended to 04 June 2026 NLT 2:00 PM EDT.

The Amendment is issued to incorporate the following:

1. Provide responses to PPIs (additional PPI responses will be forthcoming via Amendment(s)).

2. Provide J&A for Controllers.

3. Provide Drawing revisions/updates.

3. Extend the proposal due date from 28 May 2026 to 04 June 2026 NLT 2:00 PM EDT. The PPI cutoff date of 23 April 2026 NLT 2:00 PM EDT remains unchanged.

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 28 May 2026 04 Jun 2026

N4008526R00050007

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

1. PPI Responses (see revised PPI response denoted in red):

PPI Reference Question Government Response

Page Section Para.

D-102 Reference sheet no. D-102 regarding lifting eyes in ceiling.

Please provide manufacturer, model number, rating and installation detail for the lifting eyes.

Liftmax Plate Mounted Pad Eye

Lifting Point (LM-PEP-00100) or approved equal will satisfy lifting eye requirements.

3 101400.1 2.1 Dimensional Building Letters schedule or text copy description were not provided in spec section and building elevations do not show metal architectural words or numbers

Signage in accordance with NFPA is required.

4,5 101400.2 2 Please provide a sign schedule of required signs

Signage in accordance with NFPA is required.

S-301 Ref. MB Framing - Framing appears to be installed on concrete piers/pads/blocks in Details A, B &

C. S-307 Detail D calls this a concrete footing. However, no detail found in S-301 through S-

506 shows concrete above the slab.

Please confirm if framing will require additional concrete above the slab for column bases.

Confirmed. See sections A, B, & C of

S-301 (for Pump Rm B) for instances of the footing shown on D/S-307.

Details A, B, & C of S-307 depict the foundation elements around the base of the existing cooling tower framing.

S-505 Detail

B

Ref. Equip Pad Detail - Detail is for a 7" max equipment pad, S-502 detail C is for a 6-12" equipment base detail and 26 11 16 para. 3.4.1 requires an 8" slab. Please confirm which detail applies to which equipment (tanks, transformer, pumps, skids, etc.)

All the referenced details apply to their specified context and are not in conflict. C/S-502 relates requirements for concrete pad rebar and anchorage.

B/S-505 constrains concrete pad thickness. The electrical spec (26 11

16) specifies minimum thickness for an exterior slab, not for a concrete pad on existing concrete.

1 07 81 00 1.2.1 Ref. Gen. Requirements -

Specification requires all structural steel and steel roof decks be intumescent paint coated. MB roofing is insulation over purlins.

Please confirm if only the framing and/or purlins require fireproofing.

Refer to PPI 268.

A-400 Ref. Keynotes - Plan is marked with keynote symbols 3, 4 & 5, however, these notes do not exist.

Please confirm if there are notes associated with these keynote symbols. Note, Wall type symbol differs per A-003 (square shaped).

Refer to revised drawing A-400 and

A-450. Wall tags for 1B, 3, and 4 were corrected to square tags.

Keynote 5 symbol removed.

S-307 Details

A&B

Ref. Bondbreaking - Details do not show any premolded fillers between the existing building foundation and the new MB foundation. Structure above is separated by an expansion joint.

Include bond breaker at interface between MB slab and existing building foundation.

Please confirm if filler strip is desired at this location.

40 03 30 00 3.11.1 Ref. Structural Details - Please provide details for concrete construction or control joints for thickened slabs at MB addition.

Note, depth of joints may interfere with reinforcement, please provide guidance on rebar treatment at joint locations.

See revised S-502.

A-400 Ref. CMU Infills - A-400 shows

Type 1B infills for Room C. Detail

1B on A-003 refers to S102 for details, S102 is a floor plan for

Room S. Detail C on S-503 shows a CMU Wall Detail with steel clip attachment at the top to purlins and doweling into floor for top an bottom of infills. Please confirm purlins exist at the Room C infill locations and if the angle will extend to lap the existing walls where possible. Detail only calls for one 12" LLV.

Refer to revised S-506 for typical

CMU details. C/S-503 does not apply to Pump Rm C, since C/S-503 is specific to Pump Rm A.

A-400 Ref. CMU Infills - A-400 shows

Type 1B infills for Room C. Detail

C on S-503 shows a CMU Wall

Detail with attachment at the top to purlins and doweling into floor for top an bottom of infills. Will CMU attach to existing walls horizontally?

Refer to revised S-506 for typical

CMU details. C/S-503 does not apply to Pump Rm C, since C/S-503 is specific to Pump Rm A.

S-106 Ref. Misc MB Framing &

Accessories - Please confirm which

UL detail number is to be used for

MB framing and cross bracing that penetrates the shaft wall in Pump

Room B.

Use UL detail W-L-0012.

S-301 Ref. MB Roof Framing & Shaft

Wall - Please provide a UL rated detail of how the top of shaft wall will terminate at the underside of

MB framing.

Use UL detail HW-D-0824.

FX102 Ref. Electric Bell - Please confirm the origination location (panel) and routing for electrical to the electric bell.

Electric bell and flow switch shall be powered from and reports via the signal line circuits originating from the fire alarm control panel shown on

FA101. Refer to F001 Fire Alarm notes.

21 13 13 &

28 31 60

Ref. Electric Bell - Please confirm product specifications for the electric bell shown on FX102.

Will the bell be monitored by the

FA system?

Bell is indirectly monitored via the flow switch, see response to PPI 296.

A-003 Wall Details Mark 4 wall total thickness should add up to 5 3/4 in., but is listed as 5

1/4 in., please clarify as detail contradicts table.

Wall Mark 4 is a 4" CH Stud with (2) layers of 5/8" GWB (1-1/4" total thickness) installed to the CH stud face. (4" + 1-1/4" = 5-1/4").

S-309 Reference sheet no. S309, section

H regarding foundation for UF

Break Tank. Please confirm that 2

in. rigid insulation is to be

Confirmed.

provided below the concrete slab as per sheet no. S307, section nos.

A, B and F.

S-309 Reference sheet no. S309, section

H regarding foundation for UF

Break Tank. Please confirm that 12

in. crushed stone is to be provided below the concrete slab as per sheet no. S307, section no. F.

Confirmed.

S-307 Reference sheet no. S307, section

B regarding Pump Room B foundation. Please confirm that 5'-

0 in. minimum depth to bottom of crushed stone occurs only at the grade beam along 3 line adjacent to the existing foundation.

Confirmed.

S-302 Reference sheet no. S-302 New

Work Keynote nos. 1,2,3 regarding

Controlled Density Fill. Please provide Specification for

Controlled Density Fill.

See S-001 "Foundations" Section

Item #6.

S-308 Drawing S-308, detail B shows existing rock needing to be excavated. Note 1 states to verify in field for location and depth of rock. Please provide what the assumed depth of rock should be for estimation purposes.

The estimated top of rock is 3-ft below Finished Floor Elevation.

S-308 Reference Sheet No. S-308 section

B pertaining to 2 each new concrete walls associated with the vault. Please provide wall reinforcement details including doweling requirement into existing concrete walls.

Refer to revised S-308.

ATTACHMENTS

1) J&A ML-26-51 P1112 B72 Resiliency Controller Redacted

2) 072 S-001 Rev. 1 P-1112

3) 075 S-102 Rev. 1 P-1112

4) 086 S-124 Rev. 1 P-1112

5) 094 S-308 Rev. 1 P-1112

6) 098 S-502 Rev. 1 P-1112

7) 101 S-505 Rev. 1 P-1112

8) 102 S-506 Rev. 1 P-1112

9) A-400 - ENLARGED PLAN -PUMP ROOMS B & S, AND C

10) A-450 - ENLARGED PLAN DETAILS

11) Lifting_Eye_Comp_Cut_Sheet_LIFTMAX-PEP-00100 (050726)

12) P-1112 Drawing Updates 2026-04-29

(End of Summary of Changes)

9324 VIRGINIA AVENUE, NORFOLK VA 23511-0395

NORFOLK, VA 23511-0395

UNITED STATES

James Godwin, Email: james.a.godwin41.civ@us.navy.mil Telephone: 7573411999 AdminBy:

SCD: PAS: