12445526Q0047 Amendment 0001 - Changes-Extension.pdf

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Attached to
Crane Lake Dam Rehabilitation
Solicitation number
12445526Q0047
Issued by

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This document is Amendment 0001 to Solicitation 12445526Q0047 issued by the USDA-FS CSA EAST 13 (Atlanta, GA) on April 28, 2026. The amendment extends the quote due date from June 11, 2026 to June 25, 2026, no later than 1400 CT, and incorporates changes and updated solicitation attachments related to construction specifications and drawings.

The amendment adds Schedule line item 603 for Batten Bar with separate payment and modified quantities for Anchor Trench. Supplemental Specifications were updated to require a color blend of 75% Green and 25% Tan (Section 261.03.A.2), with deletion of non-applicable paragraph 261.05.02.3 and addition of Section 603 for Batten Bar specifications. Plan Sheets were revised including: BR-04 specifying C361 Low Pressure Reinforced Concrete Pipe with Confined Concrete Joint Face instead of steel bell and spigot rings; CD-02 with updated spillway section and profile details; and CD-03 with a revised Typical Anchor Trench detail showing 1.5-foot minimum dimensions with engineered turf extension, elimination of secondary turf layer, increased neoprene sponge thickness to ½ inch, and reference to Section 603 for anchor spacing. Additional attachments include Drawing HTCS TM02 25324 for Batten Bar installation details (horizontal versus vertical) and a Questions and Answers attachment addressing inquiries received. The Period of Performance is July 1, 2026 through June 30, 2027. All other terms and conditions remain unchanged.

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(x)

12445526Q0047 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ATLANTA GA 30309-2449

STE 876S

1720 PEACHTREE ST NW

USDA-FS CSA EAST 13

04/28/20260001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

04/28/2026

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

1. The purpose of Amendment 0001 is to incorporate changes and updated solicitation attachments, and extend the quote due date.

2. The quote due date is extended from 6/11/26 to 6/25/2026, NLT 1400 CT.

3. The following changes and replacement attachments (3a. - 3g.) are incorporated as follows:

a. Schedule of Items - Added line item 603 to account for separate payment and quantities for Batten Bar and modified quantities for Anchor Trench

b. Supplemental Specifications:

- Added 261.03.A.2 to provide requirement for color blend 75% Green, 25% Tan.

- Deleted non-applicable paragraph 261.05.02.3

- Added Section 603 to account for Batten Bar specifications.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

DEBRA K. BRINN

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

12445526Q0047/0001

c. Plan Sheet BR-04 - C361 Low Pressure Reinforced Concrete Pipe with Confined Concrete

Joint Face shall be utilized in lieu of the steel bell and spigot rings.

d. Plan Sheet CD-02 - Replace spillway section B-1 and spillway profile C-1 details with the attached updated drawing, Attachment 6 - HTSC

ORTHR01 25324 Spillway Plan Profile Section.

e. Plan Sheet CD-03 - Replace with Attachment 7 - CD-03. The following changes were made:

- Replaced the Typical Anchor Trench detail with Attachment 9 - HTCS TM01 25324 Typical

Anchor Trench which shows using a 1.5' (min) x1.5' (min) anchor trench while extending the engineered turf to the anchor trench bottom.

- Batten Bar Alternate To Trench Detail;

modified to read Batten Bar Detail.

- Eliminated secondary layer of engineered turf.

- Increased thickness of neoprene sponge to ½¿.

- Made reference to Supplementary Specification Section 603 for anchor spacing.

f. Attachment 8 - Drawing HTCS TM02 25324 Batten Bar shall be included as part of the drawings and specifications and provides clarity on requirements of horizontal versus vertical installation of the Batten Bar.

g. Attachment 10 - Q&As, is hereforth incorporated in response to questions received.

////////////////All other terms and conditions remain unchanged./////////////////

Period of Performance: 07/01/2026 to 06/30/2027

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

File details come from the government source that posted it. Updated .