697DCK-26-R-00397 Amendment 0001.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NO.

5. REQUISITION/PURCHASE REQUEST NO.

CODE

6. PROJECT NO.

8. ADDRESS OFFER TO

4. CONTRACT NO.

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF

SEALED BID (IFB)

9. FOR

INFORMATION CALL

PAGES

697DCK-26-R-00397

FEDERAL AVIATION ADMINISTRATION

AAQ-500 - REGIONAL ACQUISITIONS

1701 COLUMBIA AVENUE

COLLEGE PARK GA 30337

AAQ510ATL-AFN

JOSHUA ESPINOSA 404-305-5799

09/01/2026

09/17/2026

0 90

Amendment 0001 is released for the following:

1. The proposal due date is extended to September 17, 2026 at 5:00 pm Eastern Time.

2. Questions and Answers are hereby provided.

1 3

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. AWARD DATE31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

20b. SIGNATURE 20c. OFFER DATE

Continued...

AMENDMENT

NUMBER

DATE.

FEDERAL AVIATION ADMINISTRATION

AAQ-500 - REGIONAL ACQUISITIONS

1701 COLUMBIA AVENUE

COLLEGE PARK GA 30337

AAQ510ATL-AFN

JOSHUA J. ESPINOSA

Questions and Answers

1. Pavement Section / Asphalt Thickness: The specifications indicate that asphalt base courses are to be placed in the number of lifts and thicknesses shown on the Construction Drawings; however, we have not identified a clear replacement pavement section showing the required base-course thickness, surface-course thickness, or total compacted HMA thickness. Could you please confirm the required pavement section and total asphalt thickness?

Answer: Asphalt materials, placement, compaction, and allowable lift thicknesses shall comply with Section 32 12 00 and the current GDOT Standard Specifications, including GDOT Section 400, Hot Mix Asphaltic Concrete Construction. The specified surface mix is 9.5 mm Superpave Type 2. GDOT Section 400 permits a compacted lift thickness of 1-1/8 inch minimum to 1-1/2 inch maximum for this mix. The total pavement section/thickness will be confirmed by the Engineer.

2. Existing Pavement Thickness / Milling Depth: The project documents indicate milling/removal of the existing asphalt pavement down to subgrade. Is any existing pavement thickness information, pavement core data, or existing-condition information available for estimating the milling and disposal quantities?

Answer: Historical As-Built Drawings SO-D-102337-C05 indicate that the pavement consisted of 2 inches of asphalt wearing course over 8 inches of compacted crushed stone base on compacted subgrade. This information is a reference only. No pavement core data is available to verify the current pavement thickness. Contractor shall field verify actual conditions during removal.

3. Subgrade / Base Repairs: The specifications require repair of unsuitable base/subgrade conditions as necessary, but no quantity is provided. Please clarify whether a specific allowance or quantity should be included for subgrade/base repairs, or how additional repairs discovered after milling will be handled.

Answer: Historical As-Built Drawings SO-D-102337-C05 indicate an original pavement section of 8 inches of compacted crushed stone base over the subgrade. No predetermined quantity or allowance for unsuitable base/subgrade repairs is provided. Conditions encountered following pavement removal shall be evaluated in the field. The Contractor shall notify the RE immediately if unsuitable material is requiring removal beyond the indicated limits in accordance with section 31 00 00.

4. Vehicle Detection Loops: Please confirm the number, dimensions, configuration, and testing requirements for the pavement detection loops that are to be replaced or restored. If available, please also provide information regarding the existing controller/interface and current operating condition of the loops.

Answer: There are no drawings that require detection loop to be replaced. There is no work that is going to be done in the guardhouse. This is for the Childcare Center.