Amendment 0001 - WV NP NERI 107(3).pdf

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 items 8 and 15, and returning or (c) By separate letter or electronic communication 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 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.

E. IMPORTANT: is not is required copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

PAGESOF

Contractor

The hour and date specified for receipt of Offers to sign this document and return

See continuation page

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-3-300

ATTN: Acquisitions

ASHBURN VA 20147

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-3-300

ATTN: Construction

ASHBURN VA 20147

693C73

693C73

693C7326B000016

See Block 1407/23/2026

06/24/2026

1 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

693C7326B000016/0001

Project WV NP NERI 107(3)

The purpose of this Amendment is to:

1. Provide a summary of responses to questions and clarifications asked by interested bidders.

2. Reschedule the bid opening date to Tuesday, August 4, 2026 at 2:00 p.m. EDT.

Additional responses to questions and clarifications asked by potential bidders will be issued in a forthcoming amendment.

Amendment No. 0001

Information Sheet Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0001

WV NP NERI 107(3)

New River Gorge National Park and Preserve

Solicitation: 693C73-26-B-000016

The purpose of this Amendment is to:

1. Provide a summary of responses to questions and clarifications asked by interested bidders.

2. Reschedule the bid opening date to Tuesday, August 4, 2026 at 2:00 p.m. EDT.

Additional responses to questions and clarifications asked by potential bidders will be issued in a forthcoming amendment.

Bidder Questions Page 1 of 2

Questions / Clarifications

The following questions and issues were submitted via email at eflhd.contracts@dot.gov. The

Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included. The Government’s direct response to the sender may also have been updated below for better clarity.

1. Asphalt Mix Design: The contract specifications appear to require an asphalt mix utilizing a

PG 58 binder. Our asphalt supplier has advised that this mix is not part of their standard production and would require dedicating their plant exclusively to this mix for approximately three days. Please confirm whether the specified asphalt mix may be substituted with one of the following WVDOH-approved mixes:

• Marshall Mix Base II and Marshall Wearing I, or

• Superpave 25 mm, 19 mm, 12.5 mm, or 9.5 mm.

The proposed alternative mixes are WVDOH-approved and contain reclaimed asphalt pavement

(RAP). Please advise whether any of these alternatives are acceptable or provide an approved equivalent. For reference, we have attached the asphalt mix design information provided by our supplier.

Response: A PG64-22 binder should be utilized in lieu of a PG58 binder, and it appears commonly available for plants in the area based on WVDOH specs. Per the advertised plans, both a ¾” (19mm) and ½” (12.5mm) superpave mix are required. The advertised plans also call for a Section 403 pay item. We don’t have additional concerns or extra restrictions about the RAP content as long as the mix used is WVDOH approved.

2. Bridge Load Restriction: Our supplier has noted that the primary access route to the project includes a bridge posted with a 20-ton weight limit. Please confirm whether this restriction applies to construction traffic and advise whether an alternative approved haul route is available for material deliveries.

Response: Please see Subsections 104.08 and 104.09 of the Special Contract Requirements

(SCRs) and FP-24. Verify the location of the posted bridge that has the 20-ton weight limit.

If the structure is on a National Park Service (NPS) owned road, please provide the bridge’s location so we can provide the bridge inspection report. Ensure vehicle loads comply with the inventory loading requirements identified in the bridge inspection report.

Loading up to the operating limit may be permitted on a case-by-case basis.

If the structure is on a public road outside the NPS system, follow the rules and compliance requirements set by the roadway owner.

If the load restriction requirements cannot be met, provide an alternative hauling route.

mailto:eflhd.contracts@dot.gov

Bidder Questions Page 2 of 2

3. We have been informed that previous paving operations at this facility were performed during nighttime hours because bus traffic could not be interrupted during the day. Please confirm whether similar traffic restrictions will apply to this project and advise whether asphalt paving will be required during nighttime hours or within specific traffic control windows. Please provide clarification at your earliest convenience so we can finalize material procurement and coordinate the paving schedule without impacting the project timeline.

Response: Per Subsection 156.07 of the SCRs, nighttime operations are not permitted.

4. Bridge Plan Sheet 11 of 12 specifies a minimum 6.5-inch drilled hole diameter and a 7.625-inch OD × 6.625-inch ID sleeve through the HP 16×88 pile. The 0.125-inch clearance between the drilled hole and the sleeve is insufficient to accommodate normal drilling tolerances and the temporary casing required where anchors originate in soil. Please clarify the design intent and provide a revised detail or dimensions that allow for a constructible installation.

Response: The Contractor must provide a final design and details of the H-Pile and Sleeve

Pipe in accordance with the Contractor’s selected Permanent Ground Anchor Installation

Method.

Sponsored by GSA FAR (48 CFR) 53.110