Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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 subject solicitation for Flood Control, Amite River Tributaries, Louisiana, Comite River Basin, Comite River Diversion Project, Bayou Baton Rouge Rock Chute, East Baton Rouge Parish, Louisiana (ED 20-001) is hereby amended as follow s:

1) Provide responses to bidder(s) follow -up questions to content within Amendment 0001 only on the following continuation pages.

2) Provides guidance that all qualified business concerns may submit bids. Please note, bids from large business firms must comply with FAR 19.7 and FAR Clause 52.219-9 regarding the requirement for submission of a subcontracting plan. The Subcontracting plan shall be submitted with the Bid Package.

3) Provides call-in access information for prospective bidders to join the bid opening virtually as follows:

+1 601-262-2433 (Toll Free) Access code: 38033343#

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY

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 W912P825B0036

X 9B. DATED (SEE ITEM 11)

14-Mar-2025

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 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

09-Apr-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

It is anticipated that this will be the last amendment for this requirement. No further questions will be addressed at this time. The bid submission deadline of 14 April 2025, 10:00AM, local time, as well as the virtual bid opening date and time of 14 April 2025, 11:00AM, local time.

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.

W912P825B0036

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

AMENDMENT 0002

Solicitation No. W912P825B0036 Flood Control, Amite River Tributaries, Louisiana, Comite River Basin, Comite River Diversion Project, Bayou Baton Rouge Rock Chute East Baton Rouge Parish, Louisiana Amendment 0002

Follow-up Questions/Clarifications:

1. The answer to Question 8 clarified the payment lines for the excavation of the channels are to the bottom of the riprap/stone. It appears that the bid qtys in CLINs 0028, 0029, and 0030 equate to excavation qtys to the top of the riprap section and are therefore less than the theoretical qty. Please confirm the qtys in these CLINs.

USACE Response: Excavation quantities for CLIN 0028, 0029, and 0030 are measured to the required cut line/subgrade below the required bedding and riprap layers (with a tolerance of 0 to -0.5 feet).

2. Referencing question and answer 36 from Addendum No.1, what is the estimated quantity of R25 Stone that will be removed from the Comite Diversion Channel excavation?

USACE Response: The estimated quantity for removal and stockpile is 2,080 TONS.

3. Referencing question and answer 36 from Addendum No.1, where on the site will this material be stockpiled?

USACE Response: The stockpile(s) can be placed within the ROW limits shown on the drawings. The Contractor shall select a stockpile location that does not impede construction activity. Final location to be coordinated with the Contracting Officer.

4. For clarification, is the rip rap to be included in the Cubic yard price for Grout Riprap CLIN 41? (Question 56)

W912P825B0036

USACE Response: ****CORRECTION FROM AMENDMENT 0001****. All Riprap shall be paid for under CLIN 0065, 0066, 0067, 0068 and 0069. The cubic yardage quantity shown for the grouted riprap (CLIN 0041) is for the amount of grout placed only. This response supersedes previous response for Q&A #45 within Amendment 0001.

5. Can the rip rap be placed before the deck of the bridge is installed? (Question 49)

USACE Response: Riprap placement and sequencing shall be included within the Contractors means and methods.

6. Is a compaction test required for the backfilling of proposed banks and abandoned channels? If so, will an uncompacted lift be allowed to get above the moisture line?

(Question 48)

USACE Response: Compaction testing of the fill placement is not required.

7. How much flow and or water is expected when removing the dams from the neighboring jobs? (Question 19)

USACE Response: The estimated flow into the channel, after removal of the East Plug, will be subject to site conditions at the time of removal. The future anticipated flow rate is unknown at this time. Furthermore, removal of the East Plug shall be completed as part of the last Phase of construction.