A22 - W912EK24Q0021 - AMEND 0002.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 SOW, attachments, and questions and answ ers.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 14-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 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 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

14-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):

PURPOSE –

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 to support the Peoria and LaGrange wicket dam’s rejuvenation and modernization effort. This effort is critical to continue to provide the agriculture breadbasket to the world and is a critical investment with national and global interests.

USACE will utilize the components and provide the necessary coatings such as paint to finish assembling a backlog of wicket gates. The wicket gates are projected to be assembled this summer by USACE. USACE will not supply any steel, personnel, equipment, or components to complete the supply requirement unless otherwise stated herein.

ASTM A 514 STEEL SPECIFICATIONS -

(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 – Updated Peoria and LaGrange Horse Frame Side Rail Component BLUEPRINT NOTES: Both “eyes” shall be ASTM A 514 Grade E. The connector bar/plate shall be either ASTM A 514 Grade S, F, or E, so long as, all other requirements are met or exceeded. Grade E enables the 250 finish and both “eyes” to be parallel.

See Figures 1 & 2. Example Weld Location for Peoria and LaGrange Horse Frame Side Rail Components below in Photos Section for clarification.

USACE will ship to the Contractor, at USACE cost, either one or both examples of the Peoria and LaGrange Horse Frame Side Rail Components at the Contractor’s request at time of award. The Contractor shall return the piece or pieces provided with the other pieces scheduled for delivery and this cost shall be added in the FOB Destination section of the bid schedule. The Contractor may also elect to ship the first component made for each of the side rail components to mitigate the associated risk of delivering all end items at once. Additionally, payment will be made by the Government as completed units are received and accepted by the Government. After receiving, the Government has up to five business days to accept or reject the deliverables.

Welding: The AWS weld code for the Horse Frame Side Rails Components shall be AWS D1.1/D1.1M:2020 for the CJP weld callouts. 100% Liquid Penetrant Testing of all CJP welds are required to ensure AWS D1.1/D1.1M:2020 acceptance criteria for cyclically loaded nontubular connections. The Contractor must supply all Liquid Penetrant Testing reports and certification of compliance for all Horse Frame Side Rails Components supplied. The purpose of the testing is to ensure welds meet the requirements.

ASTM 1045 STEEL SPECIFICATIONS-

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

BLUEPRINTS -

Attachment 2 - T-Bolt Print

BLUEPRINT NOTES: USACE will ship to the Contractor, at USACE cost, a sample T-bolt with Nut. The Contractor shall return the T-Bolt and Nut provided with the other pieces scheduled for delivery and this cost shall be incorporated in the FOB Destination bid schedule.

T-Bolts – Thread type - Incorporated by reference ASME B1.1 Coarse Thread Series UNC and ASME B18.2.6.

ADDITIONAL STEEL SUPPLIES SPECIFICATIONS-

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 19-weeks after award.

USACE will have a kickoff meeting with the awardee after award.

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

FOB DESTINATION (All Deliverables)- 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 (Business days) are Monday through Thursday, excluding Federal Holidays, 7:00 AM – 3:30 PM. The Contractor (KTR) shall give no less than (2) weeks calendar notice prior to delivery to ensure personnel and equipment are in place to allow entrance, offloading, and inspection by

USACE.

POINTs OF CONTACTs (POCs) –

Will be provided at time of award. The Contractor shall coordinate with the POC(s).

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

1 JOB $ $

257 Grant Street

Peoria, IL 61603

BASE TOTAL: $

Additional General Details (videos, attachments, photos):

1. Similar Wicket System - Raising the Wickets or https://youtu.be/OA7aueKsFdA?si=2WU6wGQZXFwU8zGz

2. Wickets Raised at Peoria or https://www.facebook.com/RockIslandDistrictUSACE/videos/wickets-raised-at-peoria/606077043617438/ Shows modern yellow Glass Fiber Reinforced Polymer (GFRP) wickets, which have replaced the white oak timbers that were traditionally used.

3. Wicket Repairs on the Illinois Waterway or https://www.dvidshub.net/video/870384/wicket-repairs-illinois-waterway

4. ERDC develops polymer wicket gate or https://www.youtube.com/watch?v=tIAl2oso0SE

Attachment 3 - General EXAMPLE ONLY, Entire Blueprint: Dimensions, Materials, etc. May be different.

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 14-Feb-2024 10:00 AM to 23-Feb-2024 10:00 AM.

(End of Summary of Changes)