W912ES22Q0015-0001 Amendment 1.pdf

W81G6713122022

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 purpose of Amendment 0001 is to add notes to the SOW and items regarding acceptable lengths.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 19-Nov-2021

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 W912ES22Q0015

X 9B. DATED (SEE ITEM 11)

19-Nov-2021

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 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)

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

19-Nov-2021

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 FIFTH STREET EAST

SUITE 700

SAINT PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES22Q0015

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SUPPLIES OR SERVICES AND PRICES

CLIN 0003

The CLIN extended description has changed from:

ASTM A-36 -- 0.75 in x 8 in x 48 ft

To:

ASTM A-36 -- 0.75 in x 8 in x 48 ft (two pieces of 24 ft length is acceptable)

CLIN 0004

ASTM A-36 W12 x 79 Beam - 48 ft

ASTM A-36 W12 x 79 Beam - 48 ft (two 24 ft beams is acceptable)

CLIN 0005

ASTM A-36 Angle - 0.75 in x 8 in x 6 in x 70 ft

ASTM A-36 Angle - 0.75 in x 8 in x 6 in x 70 ft (Standard lengths totaling 70 LF is acceptable)

The following have been modified:

STATEMENT OF WORK

Steel Material for Fabrication of Miter Gate Pick Points and Anchorages

U.S. Army Corps of Engineers, St. Paul District

1. General Description.

The Contractor shall provide 4” thick steel plate cut from a master plate size of 96” x 240” into equal sizes of 68” x 96” and include delivery to US Army Corps of Engineers Service Base in Pleasant Valley, IA. The intended use is for the fabrication of new miter gate anchorages.

In addition, steel plate, bars and angles should be provided by the contractor in the quantities shown in the Appendix below. This material will be used in the fabrication of single-point picks for removal of our existing miter gates.

Schedule of Steel (Appendix) ITEM Description Dimensions Qty Unit

0001 ASTM A709 HPS 100W 4” x 68” x 96” 9 EA 0002 ASTM A-572 G50 1.25” x 96” x 144” 3 EA 0003 ASTM A-36 0.75” x 8” x 48’ 2 EA 0004 ASTM A-36 W12 x 79 Beam 48’ 2 EA 0005 ASTM A-36 Angle 0.75” x 8” x 6” x 70’ 2 EA

1.1 ASTM A709 HPS 100W Plate Specifications.

a) Dimensions of master plate is 4” thick x 8’ x 20’ and then cut into three equal sections of 4” x 6’

8” x 8’ (plus/minus ½”). See attached drawing.

b) A 4” x 4” sample of steel to be cut from any of the four corners of each piece is acceptable to conduct testing.

c) Per ASTM A709 Paragraph 4.1 and 4.2, “W” denotes the requirement for impact testing of the material, where “W” denotes that the material will be used for fracture critical, tension components (See Paragraph 10.2 Referring then to Table 10).

d) HPS denotes High Performance Steel

e) Minimum tensile strength of 110-130 ksi (760-895 MPa)

f) Charpy V-Notch impact toughness minimum of 35 ft lbs @ -30 F (48J @ -34C) (all zones)

g) Thru-thickness Property (Z-quality plate) shall be addressed to avoid the lamination tearing issues in the Mill Certificate.

h) Must conform to Buy American Act.

i) Final product shall be clean and free of any oil or grease, dross, slag or burrs. All cut edges

(regardless of method) shall have a surface roughness acceptable for welding.

j) Final product shall be legibly marked with the applicable designation, grade, heat number, size and thickness, name brand, or trademark of the manufacturer for identification and shipment.

k) Bundle and band the steel material as required for shipping, with cribbing at minimum six inches above the base of the shipping platform to allow offloading with a forklift and/or crane. Covering of the material during shipment is not required.

1.2 Lengths for A-36 Steel Pieces

a) For Item 0003 (0.75” x 8” x 48’) – two 24’ lengths of steel is acceptable

b) For Item 0004 (W12 x 79 Beam) – two 24’ beams is acceptable

c) For Item 0005 (Angle) – standard lengths totaling 70’ is acceptable

2. Submittals For the ASTM A709 HPS 100W steel plate, the Contractor shall submit a mill certification electronically in pdf format via email to both the Government Contracting Officer’s representative and the Government technical point of contact. The Government technical point of contact is:

U.S. ARMY CORPS OF ENGINEERS

431 North Shore Drive

Fountain City, WI 54629-0397 Mike Holzer, Civil Engineer Office: (651) 290-5989 Michael.A.Holzer@usace.army.mil

3. Delivery Schedule Delivery of the CLIN 0100 ASTM A709 HPS 100W shall be no later than April 1st, 2022. Soonest possible delivery is requested if possible.

Delivery of CLIN 0102, 0103 and 0104 shall be no later than January 7, 2022. Soonest possible delivery is requested if possible.

All material shall be delivered to the following address during business hours of 07:00 to 15:00, Monday through Thursday, excluding federal holidays. Please give the POC listed below 24 hours advance notice.

US Army Corps of Engineers MRPO-Service Base 25549, 182nd St.

Pleasant Valley, IA, 52767

POC: Matt Thurman

(309) 794-4512 Matthew.C.Thurman@usace.army.mil

4. Drawing

(End of Summary of Changes)