W912EK-17-B-0008-0002.pdf

96514770833740

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

The reason for this amendment is to make changes to the follow ing: SECTION 01 42 00; SECTION 05 50 14; and a DRAWING.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 26-Jun-2017

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 W912EK-17-B-0008

X 9B. DATED (SEE ITEM 11)

31-May-2017

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 is extended, X 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

26-Jun-2017

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK-17-B-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0002

The following modifications are made to SECTION 01 42 00;

SECTION 05 50 14; and a DRAWING.

SECTION 01 42 00

a. PAGE 01 42 00-6. Delete page 01 42 00-6, in its entirety, and substitute therefor revised page 01 42 00-6, Amendment No. 0001, dated 26 June 2017, attached hereto.

SECTION 05 50 14

b. SECTION TABLE OF CONTENTS 05 50 14 PAGE 1. Delete SECTION TABLE OF CONTENTS 05 50 14 Page 1, in its entirety, and substitute revised SECTION TABLE OF CONTENTS 05 50 14 Page 1, Amendment No. 0002, dated 26 June 2017, attached hereto.

c. PAGE 05 50 14-7. Delete page 05 50 14-7, in its entirety, and substitute revised page 05 50 14-7, dated 26 June 2017, attached hereto.

DRAWING (SUPERSEDED)

d. Revised drawing bearing the revision number and date listed below is being issued with this amendment. Such revised drawing supersedes one of the CONTRACT DRAWINGS included in the set provided.

SHEET ID – S-402, MARK 1, Dated 26 June 2017.

ATTACHMENTS: 01 42 00-6; SECTION TABLE OF CONTENTS 05 50 14 Page 1, 05 50 14-7; and S-402.

SUMMARY OF CHANGES

(End of Summary of Changes)

U.S. DEPARTMENT OF AGRICULTURE (USDA)

Order AMS Publications from:

AGRICULTURAL MARKETING SERVICE (AMS)

Seed Regulatory and Testing Branch 801 Summit Crossing Place, Suite C Gastonia, NC 28054-2193 Ph: 704-810-8871 Fax: 704-852-4189 E-mail: seed.ams@usda.gov Internet: http://www.ams.usda.gov/lsg/seed.htm Order Other Publications from:

U.S. Department of Agriculture, Rural Utilities Program USDA Rural Development, Room 4051-S Mail Stop 1510 1400 Independence Avenue SW Washington, DC 20250-1510 Phone: (202) 720-9540 TTY: (800) 877-8339 (Federal Relay Service) Fax: (202) 720-1725 Internet: http://www.rurdev.usda.gov/utilities_lp.html

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

800 Roosevelt Road, Bldg C, Suite 312 Glen Ellyn, IL 60137 Ph: 630-942-6591 Fax: 630-790-3095 E-mail: wlewis7@cox.net(Wes Lewis,technical consultant) Internet: http://www.naamm.org

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

01 42 00-6

AMEND 0002

26 JUN 2017

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 14

STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

PART 2 PRODUCTS

2.1 MISCELLANEOUS METALS AND STANDARD METAL ARTICLES

2.1.1 Structural Steel

2.1.2 Steel Plates, Structural

2.1.3 Bolts, Screws, Nuts, and Washers and Retaining Compound

2.1.3.1 High Strength Bolts, Nuts, and Washers

2.1.3.2 Washers

2.1.4 Anti-Seize Lubricant

2.1.5 Pipe

2.1.5.1 Aluminum Pipe

2.1.5.2 Steel Pipe

2.1.6 Steel Tubing

2.1.7 Corrosion-Resisting Steel

2.1.8 Brass Rods for Survey Markers

2.1.9 Threaded Rod

2.2 SHOP FABRICATED METAL ITEMS

2.2.1 Lock Wall Armor

2.2.2 Tow Haulage Unit Fairlead

2.2.3 Handrails

2.2.4 Handrails with Cast Aluminum Fittings

2.2.4.1 Materials

2.2.4.2 Fabrication

2.2.4.3 Installation

2.2.5 Grating

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 05 50 14 Page 1

c. Install components plumb and level, accurately fitted, free of rack and twist or other distortion or defects, and set parallel or perpendicular as required to line and plane of surface as required.

d. Protect finishes of railing from damage during construction.

Surfaces of aluminum that will come into contact with grout, concrete, or dissimilar metals, other than stainless steel or galvanized steel, shall be provided with a neoprene gasket as recommended by the fittings manufacturer.

e. Bolts, nuts, and screws shall be tightened firmly and uniformly, but care shall be taken not to overstress the threads. Threads of all bolts, nuts and screws shall be lubricated with an approved antigalling compound before assembly. Driving and drifting bolts will not be permitted.

2.2.5 Grating

Provide welded bar grating in accordance with NAAMM MBG 531, serrated top bearing bars, rectangular in shape with a depth of 1-3/4 inches and a width of 8 inches, spaced 13/16 inch on center, and cross bars spaced at 4 inches on center. Weld cross bars to the bearing bars and at right angles. Band edges of grating and openings through grating, unless otherwise indicated.

Fasteners in accordance with manufacturers recommendation and approved by the Contracting Officer, but at a minimum bolted through grating support framing. Hot-dip galvanize grating after fabrication.

PART 3 EXECUTION

Not Used

-- End of Section --

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