AMENDMENT004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

1 1

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

08/03/2016

4. REQUISITION/PURCHASE REQ. NO.

5. PROJECT NO. (If applicable)

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

Contracting Officer, CEU Providence Contracting/Inspection 475 Kilvert St. Suite 100 Warwick, Rhode Island 02886

G. J. Fortin Contracting Officer

(508) 968-6499 CEU Providence, Warwick, RI

8. NAME AND ADDRESS OF CONTRACTOR (NO., STREET, COUNTY, STATE AND ZIP CODE)

THIS AMENDMENT MUST BE ACKNOWLEDGED

9A. AMENDMENT OF SOLICITATION NO.

HSCGG1-16-B-PRV188

9B. DATED (SEE ITEM 11)

07/05/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

CODE FACILITY CODE

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 Offers [ XX ] 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 001 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 ACKNOWLEDGEMENT 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 REFERENCED 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.)

Solicitation HSCGG1-16-B-PRV188 identified in Block 9A, for Repairs to CG Station Brant Point, Nantucket, MA, is amended as follows.

1. Question: The project specifications do not contain provisions for Wood Doors. Please advise.

CEU Providence Response: See attached Wood Door Specification.

2. The due date for the proposal is extended until 2:00PM 16 August 2016.

3. The period for questions has expired.

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)

G. J. Fortin, Contracting Officer

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED

16B UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

DEPARTMENT OF HOMELAND SECURITY

MAJOR REPAIRS USCG STATION BRANT POINT

Section 08 14 00 Page 1

SECTION 08 14 00

WOOD DOORS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI Qual Stds (8th Edition) AWI Quality Standards

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates

GREENGUARD ENVIRONMENTAL INSTITUTE (GEI)

GEI Greenguard Standards for Low Emitting Products

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

WDMA I.S. 1-A (2007) Architectural Wood Flush Doors

WDMA I.S. 4 (2009) Water-Repellent Preservative Non-Pressure

Treatment for Millwork

WDMA TM-7 (2008) Cycle Slam Test Method

WDMA TM-8 (2008) Hinge Loading Test Method

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

SD-02 Shop Drawings

Doors

Submit drawings or catalog data showing each type of door unit. Drawings and data shall indicate door type and construction, sizes, thickness, methods of assembly, and door louvers.

SD-03 Product Data

Accessories

Water-resistant sealer file://D01MS-CCGPVFPBL/Public/%7ECEU_Shared_Folders/UNIT_FILES/Sector_NY_37040/DET_Sandy_Hook/Closed_Out_Projects/3227668%20DET%20SH%20Major%20Repairs/Design/REVIEW%20SET/01%2033%2000.doc

Section 08 14 00 Page 2

Sample warranty

SD-04 Samples

Prior to the delivery of wood doors, submit a sample section of each type of door which shows the veneer, finish, and core construction.

Door finish colors

Submit a minimum of three color selection samples for selection by the Contracting Officer.

SD-06 Test Reports

Cycle-slam

Hinge loading resistance

Submit cycle-slam test report for doors tested in accordance with WDMA TM-7, and hinge loading resistance test report for doors tested in accordance with WDMA TM-8.

1.3 SUSTAINABLE DESIGN CERTIFICATION

Product shall be third party certified by GEI Greenguard Indoor Air Quality Certified, SCS Scientific Certification Systems Indoor Advantage or equal.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver doors to the site in an undamaged condition and protect against damage and dampness. Stack doors flat under cover. Support on blocking, a minimum of 100 mm( 4 inch) thick, located at each end and at the midpoint of the door. Store doors in a well-ventilated building so that they will not be exposed to excessive moisture, heat, dryness, direct sunlight, or extreme changes of temperature and humidity. Replace defective or damaged doors with new ones.

1.5 WARRANTY

Warrant doors free of defects as set forth in the door manufacturer's standard door warranty.

PART 2 PRODUCTS

2.1 DOORS

Provide doors of the types, sizes, and designs indicated and specified.

2.1.1 Interior Flush Doors

Provide particleboard core, Type II flush doors conforming to WDMA I.S. 1-A with faces of select white birch to match existing doors immediately adjacent. Hardwood veneer grain and seam matching pattern to match existing doors immediately adjacent.

2.2 ACCESSORIES

Section 08 14 00 Page 3

2.2.1 Door Louvers

Fabricate from aluminum and of sizes indicated. Construction shall consist of inverted “V” shaped, extruded aluminum louvers on 1/2” centers to provide a sight tight design. The grille shall be a “V” shaped core in an extruded aluminum margin with an auxiliary extruded aluminum margin for a finished appearance on both sides of the door. Provide louvers with a minimum of 35 percent free air. Finish to be satin anodized. The finish shall be the Tuttle & Bailey baked White (WH) or Satin Anodized (SA).

Provide solid anchorage for the louvers. Mount louvers in the door per manufacturer's recommendations. The grille shall be applied with countersunk screw holes for a clean, unobtrusive appearance.

2.2.2 Additional Hardware Reinforcement

Provide the minimum lock blocks to secure the specified hardware. The measurement of top, bottom, and intermediate rail blocks are a minimum 125 mm 5 inch by full core width. Comply with the manufacturer's labeling requirements for reinforcement blocking, but not mineral material similar to the core.

2.3 FABRICATION

2.3.1 Marking

Stamp each door with a brand, stamp, or other identifying mark indicating quality and construction of the door.

2.3.2 Quality and Construction

Identify the standard on which the construction of the door was based, identify the standard under which preservative treatment was made.

2.3.3 Preservative Treatment

Treat doors with a water-repellent preservative treatment and so marketed at the manufacturer's plant in accordance with WDMA I.S. 4.

2.3.4 Adhesives and Bonds

WDMA I.S. 1-A. Use Type II bond. Provide a nonstaining adhesive on doors with a natural finish.

2.3.5 Finishes

2.3.6.1 Factory Finish

Provide doors finished at the factory by the door manufacturer as follows: AWI Qual Stds Section 1500, specification for System No. 4 Conversion varnish alkyd urea or System No. 5 Vinyl catalyzed. The coating is AWI Qual Stds premium, medium rubbed sheen, closed grain effect. Use stain when required to produce the finish specified for color. Seal edges, cutouts, trim, and wood accessories, and apply two coats of finish compatible with the door face finish. Touch-up finishes that are scratched or marred, or where exposed fastener holes are filled, in accordance with the door manufacturer's instructions. Match color and sheen of factory finish using materials compatible for field application.

2.3.6.2 Color

Provide door finish colors as selected by the Contracting Officer from the color selection samples to match .

Section 08 14 00 Page 4

2.3.7 Water-Resistant Sealer

Provide manufacturer's standard water-resistant sealer compatible with the specified finish.

2.4 SOURCE QUALITY CONTROL

Meet or exceed the following minimum performance criteria:

a. Cycle-slam: 200,000 cycles with no loose hinge screws or other visible signs of failure when tested in accordance with the requirements of WDMA TM-7.

b. Hinge loading resistance: Averages of ten test samples not less than 315 kilograms( 700 pounds) load when tested for direct screw withdrawal in accordance with WDMA TM-8 using a No. 12, 30 mm( 1-1/4 inch) long, steel, fully threaded wood screw. Drill 4 mm( 5/32 inch) pilot hole, use 40 mm( 1-1/2 inch) opening around screw for bearing surface, and engage screw full, except for last 3 mm( 1/8 inch). Do not use a steel plate to reinforce screw area.

PART 3 EXECUTION

3.1 INSTALLATION

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 3 mm( 1/8 inch) maximum clearance at sides and top, and a 12 mm( 1/2 inch) maximum clearance over thresholds. Bevel edges of doors at the rate of 3 mm in 50 mm( 1/8 inch in 2 inch). Door warp shall not exceed 6 mm(1/4 inch) when measured in accordance with WDMA I.S. 1-A.

-- End of Section --

2.3.7 Water-Resistant Sealer

2.4 SOURCE QUALITY CONTROL