Amendment 02.pdf

(x)

127EAX26Q0023

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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

7EAX

ALBUQUERQUE NM 87102-3498

333 BROADWAY BLVD SE

USDA-FS CSA SOUTHWEST 7

GAOA05/07/20260002

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

04/15/2026

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.)

Solicitation 127EAX26Q0023, Black Jack Campground Renovations, Apache-Sitgreaves National

Forest, is amended as follows:

The solicitation is amended as follows:

See Attachment 1 Solicitation, Page 11, add the following clause: FAR 52.222-90 Addressing

DEI Discrimination by Federal Contractors (Apr 2026)

See Attachment 4 Project Specifications, Page 32, Section 60053 Precast Concrete Toilet

Building, Part 3 Execution, 3.1-Installation Toilet, remove the third paragraph in its entirety.

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)

TROY A. MCCULLOUGH

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 6CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

127EAX26Q0023/0002

See Attachment 5 Drawings, Page C38, Diagram A-A, Pull Thru Cross Section, change to read "4 inch compacted aggregate surface".

See attached document for Site Visit information and Questions and Answers.

All other terms and conditions remain unchanged.

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

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment 02 Black Jack Campground Renovation

May 7, 2026

Solicitation 127EAX26Q0023, Black Jack Campground Renovation, Apache-Sitgreaves National Forest, is amended as follows:

A site visit was held on April 29, 2026, at the Black Jack Campground site. The following were attendees:

Individual Company/Organization

Eric Ramirez Marsh Development Nate Clarke Certerra Mark Lumpkins Diamond Housing LLC Mariah Aja Standard Construction Brandon Perkins Perkins Linders Matt Patterson Mountaintop Development Fatia Garcia Santa Rita Builders Matt Hoffman Eastsew LLC Carlos Qunada Blue World Construction Brian Larson Surface Contracting Mike Larson Surface Contracting

The following questions and answers are being provided for informational or clarification purposes only.

1. Are there any liquidated damages and if so, what are they?

A: There are no liquidated damages for this project.

2. Will density testing be required for earthwork on this project? If so, at what locations?

A: See table 301-1 in FP-14.

3. Will concrete testing be required for this project? If so, at what locations?

A: See sections 106.02 & 106.03 for testing requirements.

4. The spec sheet references relocating an existing CXT:

A: No longer relocating the existing CXT, see above for removal of requirement from specifications.

5. What is the protocol for the storage tank under the existing CXT? Will it be reused? If not, are there ADEQ requirements for its disposal?

A: Not applicable, see question 4.

6. Will new paint be required, either inside or outside, for the reused CXT?

A: Not applicable, see question 4.

7. Is water available at the host site?

A: Water is not available at the host site.

8. Will the bid due date be extended?

A: Due date for quotes remains unchanged.

9. Does the government have a known construction water source location?

A: There are some private wells in the area, there are no government water sources in the area.

10. Will the government provide CAD files?

A: Yes, Cad files can be provided upon selection and award.

11. The potential Material Source listed in the drawings on C-01. Has there been any testing completed to see if the material meets the 703 specifications? Can you give approximate volume of material available at site?

A: We are not aware of any testing that has been done. The area is limited to the existing boundary.

12. FP 14 sec 153 is referenced as included in this solicitation. Does this project require a, "(1) Full-time, on-site QCM. Provide a QCM with no responsibilities for performing testing and inspection, managing the project, or performing operations other than managing quality control and the following:...."

A: The complexity of this project does not require a full-time inspector part-time QCM will be adequate during activities requiring testing.

13. Will the contractor need to get an ADOT permit?

A: Yes, a permit may be required for work inside the ADOT ROW, ADOT will have the final answer.

14. On sheet C-38 it says, “Compound Aggregate Surface”. Can you clarify what this means?

A: It should say “Compacted Aggregate Surface”

15. Can we use the pit identified on the plans, across the highway, for a brush dump site?

A: Brush will need to be disposed of off National Forest lands.

16. Do we need a permit for the use of the potential material source (pit across highway)?

A: No permit will be required but will need to comply with MSHA standards.

17. Where is the closest water source?

A: There are some private wells in the area, there are no government water sources in the area.

18. Would the material across the highway, in the pit, need to meet specifications?

A: Proposals for use of this material will be reviewed to ensure processing and placement techniques meet the intended intent for use.

19. Who is the inspector on the septic work?

A: The COR will be the inspector for the septic work.

20. What are the specific items for the SWPPP?

A: Use ADEQ’s 2025 CGP SWPPP template checklist, which includes:

Project/site description & map, including total vs. disturbed area, BMP locations Responsible parties, training, inspection roles & schedule Identify potential pollutant sources and site-specific BMPs (erosion, sediment, spill, waste controls) Inspection protocol: weekly plus storm event-triggered inspections Maintenance, corrective action plans, recordkeeping, and annual reporting Certification requirements and updates as site conditions change

21. Was there a range on the price?

A. Between $1,000,000 and $5,000,000.

22. Is there a specific detail for the kiosk?

A: See sheet C-10. Here is an additional link to the West Slope Single example https://www.woodproductsigns.com/single-west-slope?pgid=lg19yty2-6dda86a4-66c9-4f17- 9551-819904c3fdf1 This proposed kiosk will need to be submitted for review.

23. Is there a specific color/type of material for the boulders?

A: The boulders will need to match the materials in the area and colors will also need to match materials in the area; samples are required in the submittal list.

24. What do we want done with the tables, fire rings, and grills that are suitable for reuse?

A: The District will remove all usable grills, firepits and tables prior to the start of construction.

25. The project specifications incorporate FP-14 and state that items listed for payment are in the Schedule of Items, while other items may be considered incidental. Please clarify which work items are considered incidental, including temporary BMPs, dust control, access improvements, survey/layout, testing coordination, product submittals, final stabilization, cleanup, tree protection, and restoration.

A: The only pay items are listed in the SOI and all other items will be incidental to the appropriate item.

26. Sheet G-03 notes that Black Jack Campground may be closed for 120 consecutive calendar days for construction activities. Please confirm whether this 120-day period is the contract duration, the maximum public closure duration, or a separate restriction within the overall contract time.

A: See the solicitation contract time is 365 days, the total maximum closure time is 120 days.

27. Specification Section 60053 states that the toilet is delivered by 18-wheel flatbed semi-truck and off-loaded with a hydraulic rubber-tired crane. Please confirm whether the delivery route and site access have been reviewed for this equipment and whether any access improvements are incidental or paid separately.

A: The site currently has a CXT toilet that was delivered with and 18-wheel flatbed semi-truck, any improvements would be incidental.

28. Specification Section 60053 states that the existing double vault toilet will be moved, including the structure and vaults, to the new location shown on the drawings. Please clarify pumping/cleaning requirements, lifting method, excavation/backfill, transport route, reset requirements, utility/sanitary considerations, and responsibility for damage during relocation.

A: We are no longer relocating the existing CXT see above for removal of requirement from specifications.

29. The SOI includes multiple aggregate items, including Grading A, Grading G, Grading H, Method 2, and trail/picnic surfacing with stabilizer. Please confirm the required gradation for each location, stabilizer product/type, application rate, compaction requirements, testing requirements, and acceptance criteria.

A: The gradings are different depending if it is base material, surfacing material or trail material, see plans for locations. Provide the type of stabilization product the contractor recommends and manufactures recommendations for review of the proposed stabilizing product

30. The SOI includes multiple structural concrete items measured by SF and CY. Please confirm required concrete thickness, compressive strength, air entrainment, reinforcement, fiber dosage, jointing, finish, testing frequency, and payment basis for each concrete item.

A: See sections 106.02 & 106.03 for testing requirements. Unless specifically called out in the construction details use the industry standard of 4” thick, 3500 p.s.i., 5% air, 5’ joint spacing, broom finish and rebar called out in the details. See the SOI to determine if the pay unit is SY or CY for the specific item.

31. The site plan shows existing drainage features, a trapezoidal channel, and a potential water source. Please clarify whether any of these are protected stream courses or regulated resources, and identify any required buffers, BMPs, or work restrictions.

A: There are no potential water sources or protected stream courses. The trapezoidal channel will be constructed to convey drainage through the site. Construction limits are identified on the plans and do not have any other restrictions.