W912P825B0050 AM0001.pdf

W912P825B0050

ED-04-014

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 subject solicitation for Flood Control, Amite River and Tributaries, Comite River Diversion Project, Brooks Lake Closure Structure and Guide Levee, has been amended as follow s:

1. Bid opening submission correction to reflect Thursday, 18 September 2025 at 2:00PM, local time only.

2. Furnish additional edits to Sections: 00010 and 31 11 00.00 12. See attached continuation pages.

3. Provide Government Responses to prospective bidders' questions. See attached continuation pages.

4. To re-open the opportunity for bidders' follow -up questions for AM0001 only. The deadllne for submission of questions on AM0001 is 10:00AM local time only, Wednesday, 10 September 2025.

5. Provide updated to Bid Schedule, adding CLIN 0029.

***PLEASE ACKNOWLEDGE THIS AMENDMENT AND SUBMIT WITH YOUR BID***

1. CONTRACT ID CODE PAGE OF PAGES

1 15

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

16C. DATE SIGNED

BY 05-Sep-2025

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 W912P825B0050

X 9B. DATED (SEE ITEM 11)

18-Aug-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 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

05-Sep-2025

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

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:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 001

SECTION 00010

Pages 3, 4, and 5. Delete these pages in their entirety and substitute the attach revised pages 3, 4, and 5, therefore.

SECTION 31 11 00.00 12

(1) Page 4, paragraph 3.2.6. Delete this paragraph in its entirety and substitute “3.2.6 Reserved” therefore.

(2) Page 5, paragraph 3.3.4. Delete this paragraph in its entirety and substitute “3.3.4 Reserved” therefore.

(3) Page 5, paragraphs 3.4.1 and 3.4.2. Delete these paragraphs in their entirety and substitute the following therefore:

“3.4.1 General

All debris resulting from clearing and grubbing operations at the construction site shall, at the Contractor's option, be disposed of either by windrowing at the edge of the spoil area, chipping, or removal from the site. The Contractor shall make a reasonable effort to channel merchantable material into the commercial market to make beneficial use of materials resulting from clearing and grubbing operations.

The material resulting from the vegetation removal operations on the side of the existing levee shall be stockpiled within the right-of-way limits and be evenly spread over the completed embankments prior to the fertilizing and seeding operation.

3.4.2 Windrows

Debris may be placed in a windrow at the edge of the spoil area. The debris shall be placed in a neat windrow or piles with the tree limbs trimmed sufficiently to make the windrow as small as practicable. No debris or cleared or grubbed material shall extend beyond the clearing limit.”

(4) Page 6, paragraph 3.4.5. Delete this paragraph in its entirety and substitute the following therefore:

“3.4.5 Removal From Site of Work

The Contractor shall remove all of the debris from the site of the work. Such disposal shall comply with all applicable Federal, State, and Local laws. The Contractor shall, at his/her option, either retain for his/her own use or dispose of by sale or otherwise, such materials of value. The Government is not responsible for the protection and safekeeping of any materials retained by the Contractor.

Such materials shall be removed from the site of the work before the date of completion of the work. If debris from clearing operations is placed on adjacent property, the Contractor shall obtain, without cost to the Government, additional right-of-way for such purposes. Such material shall be so placed as not to interfere with roads, drainage or other improvements and in such a manner as to eliminate the possibility of its entering into channels, ditches, or streams. The Contractor shall submit written evidence to the Contracting Officer that he/she has obtained from the property owner permission for disposal of material on the owner's property. The written evidence shall consist of an authenticated copy of the conveyance under which the Contractor acquired the property rights and access thereto, prepared and executed in accordance with the laws of the State of Louisiana. If temporary rights are obtained by the Contractor, then the period of time shall coincide with the requirements in the Clause in Section 00700 CONTRACT CLAUSES, entitled COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10), plus any extension authorized under the Contract Clause entitled, DEFAULT (FIXED-PRICE CONSTRUCTION) (FAR 52.249-10), subparagraph (b) (1). However, delay resulting from acquisition of additional rights-of-way for alternate disposal areas will not qualify as excusable delays if suitable Government-furnished disposal areas are available.

Approved disposal sites in the vicinity are as follows:

River Birch Landfill 2000 Hwy. 90 Avondale, LA 70094

Jefferson Parish Landfill 5800 Hwy. 90 Avondale, LA 70094

Industrial Pipe- Plaquemines Parish 11266 Highway 23 Belle Chasse, LA 70037

Amid Landfill, Orleans Parish 11005 Almonaster Ave.

New Orleans, LA

North Landfill 16001 Samuels Road Zachary, LA 70791 Phone: 225-389-4813”

(5) Page 7, paragraph 3.4.6. Delete this paragraph in its entirety.

SECTION 31 23 00.00 12

Page 5, paragraph 3.5. Delete this paragraph in its entirety and substitute the following therefore:

“3.5 GRADE TOLERANCES

All excavation shall be cut to the grades and cross sections shown on the drawings. For excavation in the stockpile area(s) and the access road, a tolerance of 1/2 of a foot above or below the prescribed grade and cross section shown will be permitted.”

SECTION 31 24 00.00 12

Page 10, paragraph 3.3. Delete this paragraph in its entirety and substitute “3.3 RESERVED” therefore.

AMENDMENT 001 Q&A

Contractor Questions/Government Responses

Q1. The bid date in the specs is 9/17 while in the advertisement on sam.gov it states 9/18, which is correct?

R1. The bid opening will occur on Thursday, 18 September 2025. The Instructions to Bidders contained in Section 00010 of the solicitation has been corrected with this amendment.

Q2. The silt fence and fertilizer bid items do not have quantities or units listed, is this for a reason or is this a typo?

R2. The silt fence and fertilizer quantities are broken down in the bid schedule, as 0006AA and 0006AB for the silt fence, and 0016AA and

0016AB for the fertilizer.

Q3. The previous comite jobs did not have a dbe goal listed. I couldn’t find one for this job either but just wanted to double check that there is no dbe requirement correct?

R3. Disadvantaged Business Enterprise (DBE) is a certification program administered by the U.S. Department of Transportation. It is not a Department of Defense (DoD) program and is not incorporated into this solicitation.

Q4.Clearing & Grubbing Section 30 11 00.00 12 , mentions Removal of Miscellaneous Structure Foundations & Debris , along with Pipe & Drains in Part 3 ,

3.2.6 Miscellaneous Structure Foundation and Debris , 3.3.4 Pipe & Drains ,3.4.4 Disposal of Debris , 3.4.1 General , 3.4.6 Removal of Abandoned Drainage Structures , after review of the Table - Existing Facilities on Sheet G-004 and a review of the plans , we find no listing of "Foundation nor Drainage Structures " ,is the Government aware of any "Structure Foundation, Drainage Structure, Debris, or Pipe & Drains" that will be required to be removed and disposed of on the project .

R4. Paragraphs 3.2.6, 3.3.4 and 3.4.6 will be removed via amendment.

Paragraph

3.4.1 will be revised via amendment. The Government is unaware of any Structure Foundation, Drainage Structure, Debris, or Pipe & Drains on the project that will require to be removed or disposed of.

Q5. Clearing & Grubbing Section 30 11 00.00 12 - Part 3.4.5 Removal from Site of Work, this mentions "Approved Disposal Sites", those listed are all in the New Orleans area, does the Government have any "Approved Sites" that are local to the project.

R5. An additional disposal site has been added, located in Zachary, LA.

(amendment)

Q6. Please provide bidders with estimated quantities on items of work for which bids are being solicited on a job basis.

R6. Item Silt Fence – 14,000 LF, Item Clearing and Grubbing – 35 acres, Item chain link fence – 1150 LF. The other items are activities. Items are the contractor’s responsibility to verify accuracy.

Q7. Will a site visit be scheduled on a specified date/time?

R7. IAW FAR 52.236-27 contained in Section 00010 of the solicitation, Site visits may be arranged during normal duty hours by contacting Mr. Richard Broussard at 504- 862-2523.

Q8. What is the deadline for the submission of questions?

R8. IAW the Instructions to Bidders contained in Section 00010 of the solicitation, all questions were due no later than Friday, 22 August 2025 10:00AM CST/local time.

Q9. Please provide quantities of available borrow in stockpiles 2A, 3, and 4.

R9. Stockpile area 2A contains over 800,000 CY of material. Stockpile 3 contains approx. 90,000 CY and Stockpile 4 contains approx. 200,000 CY of material. The material in the stockpiles is not assumed to be all usable material. USACE has included boring logs for Stockpile 2A as shown in sheets C-603A and C-603B. The Contractor shall abide by the specifications as detailed in Paragraph 23 Stockpiles in the 1100 document and specification 31 24 00.00 Embankment.

Q10. Access to stockpile 2A shown on Plan Sheet C-106 is shown as a previous alignment of a detour on Hwy 964. Current alignment of Hwy 964 is a bridge with guardrails. Is the current location of the ingress/egress point permitted as a DOTD driveway as it is located between the end of the guardrail and a driveway with limited distance between those two features?

R10. The ingress/egress point shown on C-106 is permitted as a DOTD driveway. No additional permitting is required to be obtained by the Contractor.

Q11. Section 01 57 23.00 12 states that information will be provided concerning endangered or threatened species concerns and national register of historic places concerns. Please provide aforementioned information.

R11. The ESA managed species that may be found within the proposed project area include Tricolored Bat, Alligator Snapping Turtle, Monarch Butterfly and Pallid Sturgeon (In water only). There are no identified National Register of Historic Places concerns within the ROW for this Construction. However, a chance always remains that an unidentified cultural property may be discovered during this Construction, manifest by remains such as large concentration of unexplained artifacts and possibly human bone. If such discovery occurs, other Sections of W912P825B0050 prescribe steps to follow and include halt of work in the immediate vicinity and notification of USACE Inspectors.

Q12. Access to stockpile 2A will be a shared access with the Comite River Diversion 2B project, currently under solicitation. What will be the requirements for each contractor for ingress/egress and access road maintenance?

R12. This will be part of the Traffic Control Plan that is submitted. The Brooks Lake Contractor will need to coordinate access and maintenance with other contractors working on other Comite contracts.

Q13. The clearing and grubbing specification references windrowing at the riverside edge of the riverside borrow pits. Please clarify these locations.

R13. References to windrowing along riverside borrow pits will be removed. (this will require an amendment as specification 31 11 00.00 12 Clearing and Grubbing has been revised).

Q14. The clearing and grubbing specification notes four (4) approved disposal sites in the vicinity of the project. Are there any additional approved disposal sites within the vicinity of the Baton Rouge area?

R14. The North Baton Rouge Landfill will be added as an approved disposal site (amendment).

Q15. Payment for Stockpile Development is by the “JOB”. Stockpile 2A is the first stockpile to be utilized and exhausted. Can “optional” bid items be added for Stockpile Development for areas 3 & 4 which would only be exercised if 2A is exhausted?

R15. The Stockpile Development CLIN refers to any development for Stockpiles 2A, 3, and 4.

Q16. Specifications state that access road excavation shall be placed in the spoil area as shown on the plans. In addition, Plan Sheet C-504 notes that “demucked” material is to be placed in spoil areas shown on Plan Sheet C-102. Please clarify the location of these spoil areas?

R16. Limits of spoil placement is defined as the area on C-102 along the levee reach between the octagonal points 1 through 12 as shown.

Q17. Embankment specifications reference salinity limitations. Is there any salinity information available for onsite excavation material and stockpile 2A, 3, & 4 materials?

R17. There is no criteria for salinity content in the embankment specs, nor is there any sampling data referring to salinity.

Q18. Is there any soil boring information for stockpiles 3 & 4?

R18. No boring information is available for stockpiles 3 and 4.

Q19. What is the access road excavation tolerance?

R19. The excavation tolerance in the access road is as stated in the excavation spec, which is ½ foot above or below prescribed grade.

Q20. The embankment has work advancement limitation. Can this limitation be extended or eliminated as this is not a “hurricane” protection levee?

R20. Thie paragraph describing the work advance limitation has been removed (amendment).

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 17-Sep-2025 10:00 AM to 18-Sep-2025 10:00

AM.

CLIN 0029 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0029 1 Cubic

Yard

Embankment Access Road

FFP

see bid schedule #13 FOB: Destination

PSC CD: Y1PZ

NET AMT

INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for CLIN 0029:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

Destination Government Destination Government

The following have been modified:

BIDDING SCHEDULE

Section 00010 – BIDDING SCHEDULE

Flood Control, Amite River and Tributaries, Comite River Diversion

Project, Brooks Lake Closure Structure and Guide Levee

Item Description Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Safety Fence 1 JOB

Video and Photographic Documentation 1 JOB

0004 Traffic Control 1 JOB

Temporary Retaining Structures 1 JOB

0006 Silt Fence

0006AA First 6,400 LF 6,400 LF

0006AB All Over 6,400 LF 7,600 LF

0007 Truck Wash-Down Rack 1 JOB

0008 Geotextile Separator 22,000 SY

0009 Clearing and Grubbing 1 JOB

0010 Stockpile Development 1 JOB

0011 Construction Dewatering 1 JOB

0012 Embankment, Compacted Fill 80,200 CY

0013 Excavation, Access Road 16,400 CY

0014 Surfacing 2,500 CY

0015 Chain Link Fencing and Gates 1 JOB

0016 Seeding and Mulching 31 AC

0017 Fertilizer

0017AA First 1,000 LBS 1,000 LBS

0017AB All Over 1,000 LBS 1,000 LBS

0018++ Lime Soil Amendment 33.27 TON

0019++ Sulfur Soil Amendment 16.64 TON

0020 Culvert, 54” CMP 228 LF

0021 Flowable Fill 1,100 CY

0022 Culvert, 15” HDPE 728 LF

0023 Culvert, 30” HDPE 500 LF

0024 Flap Gate 1 JOB

0025 Headwall 1 JOB

0026 Riprap, 1’ Thick 40 TON

0027 Riprap, 3’ Thick 60 TON

0028 Bedding Material 465 TON

0029** Embankment, Access Road 15,200 CY

TOTAL: $

** Denotes a change (new bidding item added) from the previous Bidding Schedule.

++Items not subject to the requirements of FAR 52.211-18 VARIATION IN ESTIMATED QUANTITY.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER

OMITS BOTH THE UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY

ITEM, ITS BID SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

https://www.mvn.usace.army.mil/Business-With-Us/Contracting/Rapid-Vendor-Payment/

00010-4 ED 04-014

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0006 and 0018 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019) - AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item Nos. 0006 and 0018.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0006 and 0018 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN ESTIMATED

QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0006 and 0018 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(End of Clause)

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTIONS TO BIDDERS

INSTRUCTIONS TO BIDDERS

SOLICITATION NUMBER: W912P825B0050

NOTE: BIDDERS MAY SUBMIT BIDS BY ONLY ONE METHOD: A) ELECTRONIC COMMERCE

(EMAIL) OR BY B) PHYSICAL SUBMISSION. BIDDERS SHALL LIMIT THE BID SUBMITTAL TO ONE

OPTION OR THE OTHER, NOT BOTH.

Electronic Submission of Bids/Proposals (Email):

The New Orleans District utilizes electronic commerce (Email) for receipt of electronic bids under this IFB solicitation. To submit an electronic commerce (Email) bid please follow these steps:

1. Send an email containing your name, email address and bid/proposal to the following emails associated with the IFB (MUST include all emails):

Francesca.E.deBoer@usace.army.mil Karen.D.Hargrave@usace.army.mil

2. ALL BIDS SUBMITTED BY EMAIL MUST CONTAIN THE SOLICITATION NUMBER IN THE

SUBJECT LINE.

3. Once the agency receives your bid/proposal at the above email addresses, you will then receive a confirmation email stating your bid/proposal was received. If a bidder does not receive a reply acknowledging receipt electronically from the New Orleans District, it is incumbent upon the bidder to seek confirmation from the issuing Contracting office by phone.

Note: The size limit for incoming emails is 35MB. Any bid/proposal over this size may not be accepted by the server and will constitute the bid not being received timely. Please note that embedded links, URLs, and other html language included may interfere with the USACE server security, which may cause emails to be removed prior to being received by the contracting office. Bidders are advised to refrain from including external links, embedded links, URLs, and other html language not germane to the proposal/bid.

Please note it is a bidder’s responsibility, when transmitting its bid electronically, to ensure the receipt of its bid to the proper designee at the proper time. See FAR 14.304(b)(1)(i) regarding untimely electronic bids. Please note, MVN’s computer system firewall may cause a delay in receipt of emails, so be sure to allow ample time for possible delay. If your email would exceed 35MB you can use one of the following methods as a work-around:

Use .zip files as attachments. Combine multiple files into a .zip file to compress file size prior to adding as an email attachment.

Send multiple emails. Label each email with same subject line and indicate number of emails.

For example: Smith Construction W912P825BXXXX (1 of 2) Smith Construction

W912P825XXXX (2 5 2).

Physical Submission of Bids:

Bidders may submit their bids by hand carrying or express mail to the New Orleans District Contracting Office in Room 172. Bidders are advised to allow adequate time to ensure timely submission of its bid.

Traffic onto the New Orleans District campus may be delayed by trains blocking the entrance or security either at the gate and/or inside of the building. Express delivery may be utilized but it is incumbent upon the bidder to ensure bid delivery time and date is before the receipt of bid cutoff time. See FAR 14.304(b)(1)(ii) and (c).

Questions/Clarifications:

Q&A #2: All questions are due no later than Wednesday, 10 September 2025 at 10:00AM local time. A forthcoming amendment 0002 will provide responses to contractor questions.

Bid Opening:

The Bid Opening is scheduled for Thursday, 18 September 2025 at 2:00PM local time.

The contracting officer an contract specialist will begin downloading bids at 10:00AM local time, which is the bid submission cutoff time. All bids recevied after 10:00AM local time only Thursday, 18 September 2025, will be considered late.

Audio Teleconference Bid Opening Information:

Microsoft Teams

Join the meeting now Meeting ID: 993 338 651 410 Passcode: n9e6Qg9K Dial in by phone +1 503-207-9433,,816591068# United States, Beaverton Find a local number Phone conference ID: 816 591 068#

(End of Summary of Changes)