Amendment A002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A002 10/26/2020 N/A See box 14

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056720B000026

9B. DATED (SEE ITEM 11)

09/25/2020

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

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 (__ ) is extended, ( x ) 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 1 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)

N/A

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.

N/A

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).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

MT PRA GLAC 10(46) GTSR -Big Bend Vault Toilet Construction

See Page 2

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 10-26-2020 MT PRA GLAC 10(46) Solicitation No. 69056720B000026 GTSR -Big Bend Vault Toilet Construction

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page G-4, Subsection 725.19, Vault Toilet. Revises salient characteristic for Brand Name or Equal Product.

Page K-7, Section K, Part 1.5A.1., Fabricator Qualifications. Revises certification requirements.

ENCLOSURES

Pages:

G-4 K-7

G-4 DIVISION 700

Special Contract Requirements Project: MT PRA GLAC 10(46), GTSR - Big Bend Vault Toilet Construction

Section 725. — MISCELLANEOUS MATERIAL

725.19 Vault Toilet. (Added Subsection).

Furnish a pre-engineered, precast, reinforced concrete, vault toilet facilities that are designed to last for 20 years; and architectural features that match the surrounding environment within the Glacier National Park..

The Aspen Vault Toilet is an acceptable product.

Identification by brand name is intended to be descriptive, not restrictive, and is intended to indicate the quality and characteristics of a product(s) that will be satisfactory. When a brand named product(s) is not used, list the proposed “equal” product(s) under the Brand Name or Equal Notification Section of the Bid Schedule; and submit documentation showing the proposed “equal” product(s) meets the requirements of this Subsection.

The manufacturer supplying the precast facility must meet the following: ISO 9001 certified;

Manufacturing Plant must be PCI certified, or equivalent NPCA certification; and Manufacturer must provide stamped, engineered drawings prior to acceptance for owner review. Engineering must comply with local code design and standards.

(a) Single vault building must be designed to individually meet the following criteria:

(1) Roof snow load: Withstand 250 pounds per square foot

(2) Floor Load: Withstand 250 pounds per square foot

(3) Wind Load: Withstand 180 miles per hour (3-second gust) wind exposure C

(4) Additional Design Standards: Incorporate all design aspects of Sweet Smelling Technology as outlined by Briar Cook for the USFS; All concrete design with a minimum 3/12-inch roof pitch; Provide minimum thicknesses of 4 inch walls, 4½ inch roof and 5 inch floor; All wall and interior surface seams to have a minimum 1 inch radius coving made of high strength grout; Provide a one-piece floor unit to prevent panel migration in different directions during periods of freeze/thaw stress; and Provide 1 one-piece full length and width vault unit to support the building, screen area, and snow loads evenly.

(b) General. Provide a 6 foot and 10 inches by 14 foot and 8 inches (outside wall dimensions) ±1-foot vault toilet building. Structure must be designed to meet State and Federal Americans with Disability Act requirements and Uniform Federal Accessibility Standards allowing wheelchair accessibility in both restrooms and local building codes.

(c) Roof Panels. Precast concrete cedar shake roof panels that extend beyond the front and back of the facility, flush with the front and back porch.

(d) Concrete. Provide concrete that meets the following:

Revised by Amendment A002

K-7

K Section Project Manual Project: MT PRA GLAC 10(46), GTSR - Big Bend Vault Toilet Construction

E. Source quality-control reports.

F. Field quality-control and special inspection reports.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: A firm that assumes responsibility for engineering precast structural concrete units to comply with performance requirements. Responsibility includes preparation of Shop Drawings and comprehensive engineering analysis by a qualified professional engineer.

1. Designated as a PCI-certified plant as follows:, or equivalent NPCA certification.

a. Group C, Category C1 - Precast Concrete Products (no prestressed reinforcement..

B. Quality-Control Standard: For manufacturing procedures, testing requirements, and quality-control recommendations for types of units required, comply with PCI MNL 116, "Manual for Quality Control for Plants and Production of Structural Precast Concrete Products."

C. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."

2. AWS D1.4/D1.4M, "Structural Welding Code - Reinforcing Steel."

1.6 COORDINATION

A. Furnish loose connection hardware and anchorage items to be embedded in or attached to other construction before starting that Work. Provide locations, setting diagrams, templates, instructions, and directions, as required, for installation.

PART 2: PRODUCTS

2.1 REINFORCING MATERIALS

A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.

B. Low-Alloy-Steel Reinforcing Bars: ASTM A706/A706M, deformed.

Revised by Amendment A002