Amendment 0003 P171 Weapons Magazines.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 NO: N4008526R0020, DESIGN-BID-BUILD P171 WEAPONS

MAGAZINES AT NAVAL WEAPONS STATION YORKTOWN

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. Provide continuation sheet for Drawings and Specifications (Enclosed)

2. Provide Attachment M - Amendment 003 Drawings (Attached separately)

3. Provide Justification & Approvals (J&As) (Attached separately)

4. Provide PPI Responses (Enclosed)

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

Amendment 0003 Continuation Page

N4008526R00200003

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0003

This amendment is issued to incorporate the following:

1. Provide continuation sheet for Drawings and Specifications (Enclosed)

2. Provide Attachment M - Amendment 003 Drawings (Attached separately)

3. Provide Justification & Approvals (J&As) (Attached separately)

4. Provide PPI Responses (Enclosed)

1. Continuation sheet for Drawings and Specifications (Enclosed)

CONTRACT DRAWINGS

On NAVFAC Dwg. No. 12941795 (CD104)

ADD SHEET KEYNOTE 15. “REMOVE SURFACE DEBRIS”

On NAVFAC Dwg. No. 12941805 (CS104)

REMOVE ERRONEOUS HATCH.

On NAVFAC Dwg. No. 12941806 (CS105)

On NAVFAC Dwg. No. 12941859 (CG104)

On NAVFAC Dwg. No. 12941860 (CG105)

On NAVFAC Dwg. No. 12941866 (CG201)

REVISE DRAINAGE.

On NAVFAC Dwg. No. 12941867 (CG202)

On NAVFAC Dwg. No. 12941869 (CG204)

On NAVFAC Dwg. No. 12941870 (CG205)

On NAVFAC Dwg. No. 12941874 (CG402)

On NAVFAC Dwg. No. 12941875 (CG403)

On NAVFAC Dwg. No. 12941876 (CG404)

On NAVFAC Dwg. No. 12941878 (CG406)

On NAVFAC Dwg. No. 12941879 (CG407)

On NAVFAC Dwg. No. 12941883 (CG411)

REVISE GRADING.

On NAVFAC Dwg. No. 12941888 (CG601)

On NAVFAC Dwg. No. 12941889 (CG602)

On NAVFAC Dwg. No. 12941890 (CU101)

On NAVFAC Dwg. No. 12941891 (CU102)

On NAVFAC Dwg. No. 12941910 (CE109)

On NAVFAC Dwg. No. 12941911 (CE110)

On NAVFAC Dwg. No. 12942015 (S-708)

FORKLIFT RAMP & RAILINGS.

On NAVFAC Dwg. No. 12942095 (FX001A)

CHANGE FIRE SUPRESSION DESIGN CRITERIA 8. as follows:

FOR INFORMATION ONLY: FLOW TEST FOR BOTH SEG BLDG SITES

DATE 4/30/2026

LOCATION FH 2189

STATIC 65 PSI

FLOWRESIDUAL 58 PSI

LOCATION : FH2187

FLOWING: 1007 GPM

On NAVFAC Dwg. No. 12942170 (A-601B)

DOOR AND FRAME SCHEDULE UPDATED.

CONTRACT SPECIFICATIONS

PROJECT TABLE OF CONTENTS

CHANGE the following sections that will accompany this AMENDMENT.

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 08 39 55.00 20 NAVY STANDARD EARTH-COVERED MAGAZINE DOORS

SECTION 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES

SECTION 26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

SECTION 26 51 00 INTERIOR LIGHTING

SECTION 25 56 00 EXTERIOR LIGHTING

DIVISION 01 GENERAL REQUIREMENTS

SECTION 01 33 00 SUBMITTAL PROCEDURES

UPDATED submittal register to INCLDUE required submittals for specification 25 05 11.03

CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – LIGHTING CONTROL

SYSTEMS

DIVISION 08 OPENINGS

SECTION 08 39 55.00 20 NAVY STANDARD EARTH-COVERED MAGAZINE DOORS

2.6 FINISHES

DELETE the first paragraph and REPLACE with: Clean, prepare, and coat all exposed and non-exposed ferrous metal surfaces as part of the Section 09 97 13.27 HIGH PERFORMANCE COATING FOR

STEEL STRUCTURES work, including all requirements, submittals, certifications, testing, and inspections required by Section 09 97 13.27. Do not coat finished bearing surfaces. Alternative coating systems or products will not be considered. Prepare surface and apply coatings following all temperature, humidity, and testing requirements listed in Section 09 97 13.27. After installation of the door, prep and touch up surfaces damaged during assembly and installation of the door. Prep and coat unfinished ferrous metal accessories such as bolts and brackets. Provide details and document compliance path in the

Coating Submittal Package.

DIVISION 09 FINISHES

SECTION 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES

2.2 COATING SYSTEMS

DELETE the second paragraph and REPLACE with: Apply the entire coating system in the field for the

Navy Standard Magazine Doors and the Magazine Mechanical Room Doors and Frames. Remove all shop-applied primer prior to final field surface preparation and coating system application. Adjust all shop preparation to avoid conflicts with final surface preparation requirements.

DIVISION 26 ELECTRICAL

SECTION 26 13 00 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED

SWITCHGEAR

1.2 RELATED REQUIREMENTS

delete Reference to spec 25 05 11.05 and REPLACE reference to spec 25 05 11.04.

SECTION 26 51 00 interior lighting

2.5 lighting controls delete Reference to spec 25 05 11.05 and REPLACE reference to spec 25 05 11.03.

SECTION 26 56 00 exterior lighting

1.2 RELATED REQUIREMENTS

delete Reference to spec 25 05 11.05 and REPLACE reference to spec 25 05 11.03.

DIVISION 31 EARTHWORK

SECTION 31 62 13.20 precast/prestressed concrete piles

3.2.7 predrilling of piles delete The last sentence and REPLACE with: The diameter of the hole must be 17 inches to help ensure that there is no potential buried debris at the pile location. The predrilled holes must be backfilled with imported Structural Fill after the piles have been driven.

2. Attachment M - Amendment 003 Drawings is provided with this amendment (Attached separately).

• Attachment M - Amendment 003 Drawings 1 of 2

• Attachment M - Amendment 003 Drawings 2 of 2

3. Three (3) Justification & Approvals (J&As) are provided with this amendment (Attached separately).

• J&A ML-26-57 P171 Interior Finishes Brand Name or Equal – Redacted

• J&A ML-26-58 P171 AIRVAC 911 Brand Name Item – Redacted

• CJ&A ML-23-80 - Redacted

4. Pre-proposal Inquiry Responses (Enclosed)

PPI # Page Section Paragraph Question Response

UPDATED

RESPONSE

A-601B

The Door and Frame Schedule on sheet A-601B lists six (6) overhead coiling doors (door numbers 101C, 101D, 101E, 101I, 101J, and 101K).

However, the floor plan on sheet A-

101B shows only three (3) overhead door openings. Please clarify the correct quantity of overhead doors.

There are only 3 doors shown on the floor plan. Doors

101I,101J and 101K have been removed.

Please see Continuation Sheet provided with Amendment

0003.

Sheet

S-708

Specification

Section

11 13 19.13

The specification (2.2.b.) call for levelers to accommodate 3-wheel fork trucks and 30,000 gross dynamic load. However, a 30,000 lb. GVW

(forklift weight with battery plus max pallet weight) would typically require a 4-wheel fork truck as shown in the capacity guide at:

https://4frontes.showpad.com/share/ tGSxSYgijppKqxNSoi9Z3 Please confirm a 3-wheel fork trucks and

30,000 gross dynamic load is intended.

The dock levelers and ramp will be utilized exclusively for transporting unloaded forklifts offsite for maintenance. The specified Government

Furnished three-wheel forklift weighs 18,000 lbs. empty.

Consequently, the leveler design is based on an intended gross dynamic load of 30,000 lbs.

UPDATED

RESPONSE

Sheet

S-708

Specification fork trucks and 30,000 gross dynamic load. However, a 30,000 lb. GVW

(forklift weight with battery plus max pallet weight) would typically require a 4-wheel fork truck as shown in the capacity guide at:

https://4frontes.showpad.com/share/ tGSxSYgijppKqxNSoi9Z3

Please confirm Maximum GVW with

3-wheel fork trucks Please see PPI response #10.

Sheet

S-708

Specification fork trucks and 30,000 gross dynamic load. However, a 30,000 lb GVW

(forklift weight with battery plus max pallet weight) would typically require a 4-wheel fork truck as shown in the capacity guide at:

https://4frontes.showpad.com/share/ tGSxSYgijppKqxNSoi9Z4

Please confirm Maximum GVW with

4-wheel trucks (if present) Please see PPI Response #10.

Sheet

S-708

Specification fork trucks and 30,000 gross dynamic load. However, a 30,000 lb. GVW

(forklift weight with battery plus max pallet weight) would typically require a 4-wheel fork truck as shown in the capacity guide at:

https://4frontes.showpad.com/share/ tGSxSYgijppKqxNSoi9Z5

Please confirm drive approach – level, incline, or decline (if incline/decline, provide percentage)

0003. Amended Plan Sheet

CG411 has been updated.

26 13

00 /

26 56

Specs 26 13 00, 26 51 00, and 26 56

00 reference a "Section 25 05 11.05" that does not exist in this project

(only .01-.04 issued). Confirm the intended section (likely .03 Lighting or .04 Metering).

Confirmed. Spec 26 13 00 should reference 25 05 11.04 and Spec 26 56 00 should reference 25 05 11.03.

0003.

31 62 13.20 Part 3.2.7

Specification Section 31 62 13.20

Part 3.2.7 requires that all test and production piles must be predrilled prior to pile driving to remove soil

(presumably previously placed

Please see Continuation Sheet

0003.

uncontrolled fills) to a 10 ft depth below pile cutoff and that “the diameter of the hole must be the same as the width of the pile.” The precast concrete piles are 12-inch square. Please confirm that the diameter of the predrilled hole may exceed 12” diameter to allow adequate removal of obstructions

(from the controlled fill).

The diameter of the predrilled hole must be the same dimension as the diagonal length of the pile head (i.e.

17-inch diameter).

31 62 13.20 Part 3.2.7

Please also clarify if the Contractor is required to backfill the pre-drilled hole prior to driving the concrete pile or otherwise if the precast pile can be inserted directly into the predrilled hole prior to commencing pile driving, and also whether existing spoils from the predrilled hole may be used as backfill.

It is not necessary to backfill the predrilled holes prior to pile driving.

31 62 13.20 Part 3.2.7 If existing spoils for backfill are not permitted, please provide a material specification for the backfill material to be placed within the 10 ft deep predrilled hole.

The predrilled holes must be backfilled with imported structural fill after pile installation.

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: