Amendment A003.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: Contractor is not is required to sign this document and return copies to the issuing office.

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

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

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

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. The hour and date specified for receipt of Offers 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 OF PAGES

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

2. AMENDMENT/MODIFICATION NUMBER

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

9A. AMENDMENT OF SOLICITATION NUMBER

5. PROJECT NUMBER (If applicable)

9B. DATED (SEE ITEM 11)

A003

6982AF26Q000013

6/30/26

7/14/26

RFQ: Remove & replace the following pages with the attached: A-6,E-92,E-102

Jorey Deml

AZ NP GRCA 14(2)

A-6

3. RELEVANT EXPERIENCE

Provide three examples of projects similar in size, scope, and complexity completed within the last five years. To be considered "similar", a project must have been greater than $2,000,000. When evaluating similarity and relative merit, the Government will favorably consider projects that included construction of guardrail system MSG- Type 4 Class B steel posts, asphalt concrete pavement patching Types 1 -3, pipe culverts, guardrail, and pavement markings. Include the following:

Project title and location Brief description of work performed.

Dollar value and year completed.

Customer name and contact information

The Government is not required to assign weights, scores, formal ratings, or adjectival grades to any factor, consistent with comparative evaluation guidance

EVALUATION METHOD

The Government will utilize a multi-step process to ensure a fair and efficient selection:

1. Administrative Review: Determine if quotations are complete and compliant with RFQ requirements.

2. Technical Acceptability: Identify quotes that meet the minimum requirements of the Solicitation.

3. Comparative Analysis: Conduct a side-by-side comparison of all acceptable quotations. The Government will assess the relative benefits and tradeoffs of each.

4. Selection Rationale: Document key observations supporting the selection. Consistent with RFO 12.203, no formal scoring, adjectival ratings, or competitive range determinations will be used.

Amendment A003 7/14/2026

E-92

ROADWAY IMPROVEMENTS

PMIS#:192082

ITEM 5 — ASPHALT CONCRETE PAVEMENT

Description

This work consists of constructing asphalt concrete facilities using HMA or WMA.

The project is located at high elevation, with cooler temperatures. Long haul times are anticipated. The use of a WMA mix should be considered, but is not required.

Construction Requirements Composition of Mix (Job-Mix Formula). Conform to current state department of transportation material specifications for asphalt concrete.

Submit a state department of transportation JMF approved within the past 12 months for approval at least 10 days before production that meets the current state department of transportation requirements for the location and type of facility being constructed.

For each proposed JMF, submit a production certification conforming to state department of transportation specifications. Submit the strength, quality, and gradation specifications for the asphalt concrete mix. Include copies of laboratory test reports that demonstrate aggregate, asphalt binder, additive, and mix properties meet state department of transportation specifications. Submit the maximum specific gravity (density) of the mix as determined by AASHTO T 209.

If a state department of transportation JMF approved within the past 12 months does not include a WMA additive but the contractor proposes to use one, submit the following for approval at least 10 days before starting production:

1) WMA additive manufacturer’s recommendation for use with the proposed JMF including dosage rate and compatibility with mix.

2) WMA additive manufacturer’s recommended temperature range for asphalt concrete mix production, delivery, lay-down, and compaction.

3) Laboratory mixing and compacting temperatures

4) Certification that plant modifications for incorporating WMA additives have been completed in accordance with the manufacturer’s recommendations.

Use an asphalt binder grade PG XX-22, PG XX-28 or PG XX-34 according to AASHTO M 320. Conform to AASHTO M 320, Table 1. In AASHTO M 320, Table 1 replace footnote f with the following:

f If the creep stiffness is below 300 MPa, the direct tension test is not required. If the creep stiffness is between 301 and 600 MPa, use the creep stiffness value. The m-value requirement must be satisfied in both cases.

Production Start-Up Procedures. Conform to Section 10 Contractor Quality Control, including conducting a pre-patching and pre-pave work meeting.

Equipment.

(a) Pavers. Provide pavers that are:

(1) Self-contained, power-propelled units with adjustable vibratory screeds with full-width screw augers;

(2) Heated for the full width of the screed;

(3) Capable of spreading and finishing courses of asphalt concrete mix in widths at least 12 inches more than the width of one lane;

E-102

ROADWAY IMPROVEMENTS

PMIS#:192082

ITEMS 7, 8 AND 9 — ASPHALT CONCRETE PAVEMENT PATCHING

Description

This work consists of repairing distressed areas of asphalt concrete pavement by patching.

Material

Crushed Aggregate. Provide hard, durable particles or fragments of crushed stone or gravel conforming to the size and quality requirements for crushed aggregate material normally used locally in the construction and maintenance of highways by Federal or state agencies. Provide crushed aggregate with a maximum size of 1 inch as determined by AASHTO T 27 and AASHTO T 11. Provide well-graded crushed aggregate, free of organic matter, lumps or balls of clay, and other deleterious material.

Emulsified Asphalt. Conform to AASHTO M 140 or AASHTO M 208.

Current state approved tack coat material may be used if approved. Submit proof of compliance with state specifications.

Water for Construction. Provide water for earthwork, pavement courses, dust control, and incidental construction that is free of substances detrimental to the work.

Asphalt Concrete Pavement. Hot asphalt concrete pavement conforming to ITEM 5. For Asphalt Concrete Pavement Patch, Type 3 use a 3/8” or ½” NMAS.

Construction Requirements

General. The approximate type, size, and location of asphalt concrete pavement patches are shown in the plans. Verify the type, size, and location of patching with the CO prior to beginning work.

Place and compact asphalt concrete pavement according to ITEM 5 so the patched surface matches the same grade as the adjacent surface.

Dispose of debris and unsuitable and excess material according to Item 2.

Asphalt Concrete Pavement Patch, Type 1. Type 1 patching consists of removal and replacement of asphalt concrete pavement, base, and subgrade materials.

(a) Patch areas. Extend the repair area 12 inches beyond the distressed area. If patch limits are within 24 inches of the pavement edge, extend the patch limit to the pavement edge. Make the minimum transverse dimension of the patch one-half of the travel lane width and the minimum longitudinal dimension of the patch 36 inches.

(b) Pavement removal. Mill completely through the pavement or saw cut and remove the pavement. If sawcutting, cut through the existing pavement and around the perimeter of the patch area. Make saw cuts perpendicular to the roadway surface and at right angles to each other. Remove the pavement, base, and subgrade to the depth shown in the plans. Shape and compact the underlying subgrade to match existing cross slopes and compact until there is no visible evidence of consolidation.