AMD002.pdf

W59XQG60391235

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 modification is to change some specifications. See attached Spec changes.

The quote due date is also changed to 16 September 2016, at 10:00 AM CST

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 13-Sep-2016

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 W9128F-16-R-0095

X 9B. DATED (SEE ITEM 11)

25-Aug-2016

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

13-Sep-2016

CODE

U.S. ARMY CORPS OF ENGINEERS, OMAHA DIST

CONTRACTING OFFICE

1616 CAPITOL AVENUE

OMAHA NE 68102-4901

W9128F 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128F-16-R-0095

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

The following have been added by full text:

SPECS AMENDMENT 0002

MATERIAL PROCESSING AND HANDLING EQUIPMENT

OVERHEAD ELECTRIC CRANE WORK DESCRIPTION AND SALIENT CHARACTERISTICS

Paragraph 2.2.5 Additional Options for Outside Service

Delete Last Sentence: “Crane trolleys shall be provided with manually-operated pin locks, designed to securely anchor the crane against a wind pressure of 30 psf for out-of-service conditions.”

Paragraph 2.3.3 Hoisting Ropes

Third Sentence: “Hoisting rope shall be the rated capacity load plus the lifting beam weight divided by the number of rope parts, and shall not exceed 20 percent of the certified breaking strength of rope.”

Delete: “plus”

Substitute “including”

SECTION TABLE OF CONTENTS

METALS

STOPLOG LIFTING BEAM

Paragraph 1.2 REFERENCES, ASTM INTERNATIONAL (ASTM):

Add:

ASTM A123/A123M (2013) Standard Specification for Zinc

(Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A780/A780M (2009; R 2015) Standard

Practice for Repair of Damaged and Uncoated Areas of Hot-Dip

Galvanized Coatings</RTL>

ASTM F2329 (2013) Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel

Bolts, Screws, Washers, Nuts, and Special Threaded

Fasteners</RTL>

Add to Paragraph 1.3 SUBMITTALS, SD-03 Product Data: Galvanizing

Add Sub-paragraph:

3.2.2 Galvanizing Option

As an option to painting, all lifting beam components specified to be painted may alternatively be hot- dip galvanized in accordance with ASTM A123/A123M for structural steel members, and ASTM F2329 for threaded parts, as applicable. Galvanizing of components shall be accomplished only after all welding is complete. Repair damage to galvanized coatings shall be made using ASTM A780/A780M zinc rich paint, for galvanizing damaged by handling, transporting, cutting, welding, or bolting. Do not heat surfaces to which repair paint has been applied.

PAINTING: HYDRAULIC STRUCTURES

PART 1 GENERAL Painting in this section applies to the following items:

Item 1:

After: “Painting of the new lifting beam.”

Add: “(If galvanizing option is not implemented).”

Item 3: Delete

Paragraph 3.5 PAINTNG SCHEDULES

SYSTEM 23-A-Z, Items or surfaces to be coated:

Item 1:

After: “Painting of the new lifting beam.”

Add: “(If galvanizing option is not implemented).”

Item 3:

Delete: “Painting of new monorail track beam (if Option 2)” Substitute: “Not Used”

SECTION TABLE OF CONTENTS

MATERIAL PROCESSING AND HANDLING EQUIPMENT

OPTION 2 - MONORAIL REPLACEMENT

Paragraph 2.4 PAINTNG SYSTEM

Delete: “Painting of the monorail track system shall be as specified in Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES.”

Substitute: “Monorail track shall be painted with 2 coats of fast cure, two part epoxy. Minimum dry coat thickness shall be 5 mils per coat. Sherwin Williams Macropoxy 646 or approved equal. The coating system shall have the following minimum performance characteristics when tested by the referenced standards:

Abrasion Resistance ASTM D4060, CS17 Wheel, 1000 Cycles, 1 kg Load 84 mg loss

UV Weathering ASTM D4587, QUV-A, 12,000 hrs Pass

Adhesion ASTM D4541 1037 psi

Corrosion Weathering ASTM D5894, 36 Cycles, 12,000 hrs Blister Rating 10

(per ASTM D714) Rusting Rating 9 (per ASTM D610)

Impact Resistance ASTM D2794 30 in. lbs.

Dry Heat Resistance ASTM D2485 250 deg. F

Humidity Resistance ASTM D4585, 6000 hrs No blistering, cracking, or rusting

Immersion 1 year fresh and salt water No blistering, cracking, or adhesion loss

Pencil Hardness ASTM D3363 3H

Water Vapor Permeance ASTM D1653, Method B 1.16 US Perms

(End of Summary of Changes)