A22 - W912EK24Q0021 - AMEND 0001.pdf

96514740256281

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 update the Statement of Work (updates are in blue text).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 01-Feb-2024

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 W912EK24Q0021

X 9B. DATED (SEE ITEM 11)

30-Jan-2024

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

01-Feb-2024

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS 1500 ROCK ISLAND D

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:

W912EK24Q0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been modified:

SOW AND BID SCHEDULE

Scope of Work (SOW):

The US Army Corps of Engineers (USACE), Rock Island district, Illinois Waterway Project Office (IWPO) has the requirement for the supply and fabrication of steel. USACE will not supply any steel, personnel, equipment, or components to complete the supply requirement unless otherwise stated herein.

Provide Steel Certification(s) such as, but not limited to, country of origin, heat numbers, test results, etc. for all steel deliverables.

ASTM A 514 GRADE F STEEL -

(40) EACH Peoria Horse Frame Side Rail Component, fabricated per attachment 1 dimensions and finishing requirements.

(40) EACH LaGrange Horse Frame Side Rail Component, fabricated per attachment 2 dimensions and finishing requirements.

BLUEPRINTS -

Attachment 1 - Peoria Horse Frame Side Rail Component Attachment 2 - LaGrange Horse Frame Side Rail Component

NOTE: An acceptable substitute are the exact same pieces made from a single piece of steel, which would not require the welds called out in Attachments’ 1 and 2 respectively. Offerors must differentiate in their bid whether they are supplying the single pieces or the welded pieces.

ASTM 1045 STEEL-

(40) EACH Threaded T-Bolt with Hex Nut, fabricated per attachment 3 dimensions and finishing requirements.

BLUEPRINTS-

Attachment 3 - T-Bolt Print

ADDITIONAL STEEL SUPPLIES-

1. (100) EACH ASTM A572 Gr 50 13.5” Long x 17” wide x 3.75” minimum thickness and no greater than 4” thickness. The Contractor may flame cut lengths and widths to the required size.

2. (3) EACH 20’ sticks 1026 HF SMLS Tubing- ASTM A519 6” OD x 1.25” W (3.5” ID) with 49ksi yield strength or higher and 80ksi tensile strength or higher.

3. (4) EACH 4’ x 8’ x 0.75” thick sheets HSLA HR PLATE ASTM A572 Gr 50

TIMELINE –

All Deliverables must be received by FOB Destination no later than 18 weeks after award.

FOB DESTINATION-

Illinois Waterway Project Office 257 Grant Street Peoria, IL 61603

FOB DESTINATION RECEIVING COORDINATION-

USACE will assist with offloading procedures at time of arrival. General hours of delivery are Monday through Thursday, excluding Federal Holidays, 7:00 AM – 3:30 PM. The Contractor (KTR) shall give three (3) business days’ notice prior to delivery to ensure personnel and equipment are in place to allow entrance and offloading by the KTR.

POINTs OF CONTACTs (POCs) –

Will be provided at time of award.

BID SCHEDULE-

ITEM NO SUPPLIES QUANTITY UNIT Unit Price Total

BASE CONTRACT

0001 Peoria Horse

Frame Side Rail Component

40 EACH $ $

0002 LaGrange Horse Frame Side Rail Component

0003 Threaded T- Bolt with Hex Nut

0004 13.5” Long x 17” wide x 3.75” minimum thickness and no greater than 4” thickness.

100 EACH $ $

0005 6” OD x 1.25”

W (3.5” ID)

Tubing

3 EACH $ $

0006 4’ x 8’ x 0.75” thick sheets

4 EACH $ $

0007 FOB

Destination:

USACE -

Illinois Waterway Project Office

257 Grant Street

Peoria, IL 61603

1 JOB $ $

BASE TOTAL: $

(End of Summary of Changes)