N4008518R87160019.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

P-293 Paint, Blast and Rubber Consolidation Facility, Portsmouth Naval Shipyard, Kittery, ME

The purpose of this amendment is to provide design revision 4. Additionally, this amendment extends the proposal due date from 27 November 2018 to 2 January 2019.

See SF30 Block 14 Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 20-Nov-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518R8716

X 9B. DATED (SEE ITEM 11)

31-Aug-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 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 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)

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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Nov-2018

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R8716

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 0019

CONTINUATION SHEET (Drawing Edits)

NAVFAC Dwg. Nos. 12775975, 12775977, 12775980, 12775982, 12775983, 12775985, 12775986, 12776064, 12776121, 12776123, 12776124, 12776125, 12776142 are revised as of November 19, 2018. These revised drawings accompany this amendment.

Volume 3 – Paint, Blast, and Rubber Facility:

On NAVFAC Dwg. No. 12775975 (S-110) Clarified member sizes.

On NAVFAC Dwg. No. 12775977 (S-112) Clarified member sizes.

On NAVFAC Dwg. No. 12775980 (S-115) Clarified member sizes.

On NAVFAC Dwg. No. 12775982 (S-117) Clarified member sizes.

On NAVFAC Dwg. No. 12775983 (S-118) Clarified member sizes.

On NAVFAC Dwg. No. 12775985 (S-120) Clarified member sizes.

On NAVFAC Dwg. No. 12775986 (S-125) Clarified T.O.S.

On NAVFAC Dwg. No. 12776064 (A-001) Clarified abbreviation.

On NAVFAC Dwg. No. 12776121 (A-406) Clarified elevator opening.

On NAVFAC Dwg. No. 12776123 (A-408) Clarified solid surface material.

On NAVFAC Dwg. No. 12776124 (A-409) Clarified solid surface material.

On NAVFAC Dwg. No. 12776125 (A-410) Clarified solid surface material.

On NAVFAC Dwg. No. 12776142 (A- 512) Clarified waterproofing.

On NAVFAC Dwg. No. 12776154 (A- 606) Clarified solid surface sills.

On NAVFAC Dwg. No. 12776157 (A- 901) Clarified finish schedule.

On NAVFAC Dwg. No. 12776158 (A- 902) Clarified finish schedule.

On NAVFAC Dwg. No. 12776159 (A- 903) Clarified finish schedule.

SECTION 14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS

2.1.1.1 Elevator in Building 404 PBR Facility - Emergency Medical Service Accessibility (EMSA).

Edited the table in this subpart:

Column 3, Row 1: Landings changed from 3 to 6 Column 3, Row 2: Front openings changed from 3 to 4 Column 3, Row 3: Rear Openings changed from 0 to 2

SECTION 14 26 13 EQUIPMENT LIFT

2.1.2 VRC MECHANICAL SPECIFICATION

Paragraph d. edited to delete extra spaces before “inches wide” and “inches long”, and inserted measurements “52”” and “78””, sentence now reads:

“Lift Platform: The VRC platform shall be a minimum of 52" inches wide x 78" inches long x 84" load height with a steel deck plate and minimum 48" high welded handrails and kickplates on non- operating ends and dropbars with safety chains on operating ends.”

SECTION 22 00 00 PLUMBING, GENERAL PURPOSE

3.1.4 Corrosion Protection for Buried Pipe and Fittings

Removed requirement for cathodic protection; paragraph now reads:

Ductile iron, cast iron, and steel pipe, fittings, and joints shall have a protective coating. Coatings shall be selected, applied, and inspected in accordance with NACE SP0169 and as otherwise specified. The pipe shall be cleaned and the coating system applied prior to pipe tightness testing. Joints and fittings shall be cleaned and the coating system applied after pipe tightness testing. For tape coating systems, the tape shall conform to AWWA C203 and shall be applied with a 50 percent overlap. Primer utilized with tape type coating systems shall be as recommended by the tape manufacturer.

3.8.5 Disinfection

This has been modified remove the 6 hour test intervals.

Paragraphs 3 and 4 are removed; paragraph 5 and 6 now read as follows:

Upon the specified verification, the system including tanks shall then be flushed with potable water until the residual chlorine level is reduced to less than one part per million. During the flushing period, each valve and faucet shall be opened and closed several times.

Take additional samples of water in disinfected containers, for bacterial examination, at locations specified by the Contracting Officer. Test these samples for total coliform organisms (coliform bacteria, fecal coliform, streptococcal, and other bacteria) in accordance with EPA SM 9223. The testing method used shall be EPA approved for drinking water systems and shall comply with applicable local and state requirements.

SECTION 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

3.14 Cleaning and Adjusting

Modified first sentence to allow the use of a strainer during flushing.

First sentence now reads:

Provide a temporary bypass for water coils to prevent flushing water from passing through coils, if no strainer is installed immediately upstream of the coil.

SECTION 23 23 00 Refrigerant Piping

3.3 TRAINING COURSE

The training requirements of Paragraph 3.3 have been deleted.

Section new reads:

The training course is not required for this specification.

SECTION 23 64 26 Chilled Water Piping Systems

3.4.2 Pressure Tests

First paragraph has been modified to indicate 1.5 times the operating pressure, and reads as follows:

Each piping system shall be hydrostatically tested at a pressure not less than 1.5 times the operating pressure for period of time sufficient to inspect every joint in the system and in no case less than 2 hours. Test pressure shall be monitored by a currently calibrated test pressure gauge. Leaks shall be repaired and piping retested until test requirements are met. No leakage or reduction in gage pressure shall be allowed.

3.3 Cleaning and Adjusting

Section has been modified to allow the use of a strainer during flushing; paragraph now reads:

Pipes shall be cleaned free of scale and thoroughly flushed of all foreign matter. A temporary bypass shall be provided for all water coils to prevent flushing water from passing through coils, if no strainer is installed immediately upstream of the coil. Strainers and valves shall be thoroughly cleaned. Prior to testing and balancing, air shall be removed from all water systems by operating the air vents. Temporary measures, such as piping the overflow from vents to a collecting vessel shall be taken to avoid water damage during the venting process. Air vents shall be plugged or capped after the system has been vented. Control valves and other miscellaneous equipment requiring adjustment shall be adjusted to setting indicated or directed.

SECTION 33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

Paragraph 3.5 has been modified to allow hot dipped galvanized piping; section now reads as follows:

3.5 COATINGS

Prepare the steel piping surface by abrasive blasting to the near-white metal grade in conformance with SSPC SP 10/NACE No. 2. Within eight hours of blasting, or prior to any condensation of moisture or other surface deterioration whichever occurs first, coat all surfaces with an organic zinc primer conforming to SSPC Paint 29 Type II. Spray apply the primer to a minimum thickness at any point of 4 mils. Allow the primer to cure according to the manufacturer’s recommendations prior to overcoating with the thermal barrier coating. An acceptable alternative is hot-dipped galvanized coating. Provide thermal barrier coating having film forming properties, an adhesion value of 5 when tested according to ASTM D3359 and a minimum thermal conductivity of 0.058 Btu/hr•ft•°F. Spray apply the thermal barrier coating in accordance with manufacturers recommendations to a minimum thickness at any point of 50 mils.

SECTION 33 63 13 EXTERIOR UNDERGROUND STEAM DISTRIBUTION SYSTEM

Paragraph 3.6.2.3 regarding operational tests has been deleted.

(End of Summary of Changes)