Amendment A002.pdf

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

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A002 11/23/2021 N/A See Box 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056721R000008

9B. DATED (SEE ITEM 11)

11/15/2021

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

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 Offers (__ ) is extended, ( x ) is not extended.

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 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)

N/A

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.

N/A

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).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

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

WY NPS YELL 10(23), Grand Loop Road-Old Faithful to West Thumb

See page 2

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 11-23-2021 WY NPS YELL 10(23) Solicitation No. 69056721R000008 Grand Loop Road-Old Faithful to West Thumb

REVISIONS ARE AS FOLLOWS:

CONTRACT CLAUSES

Pages C-133a through C-133b. FAR Clause 52.246-21, Warranty of Construction. Adds requirements.

SPECIAL CONTRACT REQUIREMENTS

Page A-2b, Notice to Offeror, Part IV, Specifications and Permits. Adds Warranty Requirements.

Pages iv through v, SCR Table of Contents. Revises name of Section 404.

Pages F-42 through F-43, Section 404, Asphalt Concrete Pavement Warranty (Added

Section). Adds requirements.

PLANS

Plan Sheet H.1 Revises Note 1.

Plan Sheet H.2 Revises Note 3 and Deletes Note 4.

Plan Sheet H.6 Revises Note 5.

ENCLOSURES

Pages:

A-2b C-102 iv through v F-42 through F-43

Plan Sheets:

H.1 through H.2 / H.6

C-133a

Contract Clauses Project: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

52.246-21 Warranty of Construction.

(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under Section 404, Asphalt Concrete Pavement and Section 503, Concrete Pavement of this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

(c) The Contractor shall remedy at the Contractor’s expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor’s expense any damage to Government-owned or controlled real or personal property, when that damage is the result of-

(1) The Contractor’s failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause.

(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor’s expense.

(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall-

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

Revised by Amendment 002

C-133b

Contract Clauses Project: WY NPS YELL 10(23), Grand Loop Rd - Old Faithful to West Thumb

(h) In the event the Contractor’s warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor’s, manufacturer’s, or supplier’s warranty.

(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

(j) This warranty shall not limit the Government’s rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud.

Revised by Amendment A002

A-2b

Notice to Offeror Project: WY NPS YELL 10(23), Grand Loop Road – Old Faithful to West Thumb

Lab Trailers. The Government offers to make available to the Contractor a laboratory trailer with test equipment. See Subsection 154.04A, Laboratory Trailer and Testing Equipment.

Scheduling Requirements. Carefully review Section 155 (Schedules for Construction Contracts) of the Special Contract Requirements. This new scheduling specification requires the following activities prior to Section 155 mobilization and commencing work on the project site: 1) a baseline schedule submittal (schedule, schedule narrative, and submittal log) addressing work through project completion, 2) a schedule submittal meeting, and 3) approval of the baseline schedule submittal. The schedule submittal is to be managed by a schedule manager. Schedule submittals are required to be submitted/approved monthly to receive full progress payments.

Warranty Requirements. This project contains warranty requirements. See Section 404.

Revised by Amendment A001 iv

Special Contract Requirements Project: WY NPS YELL 10(23), Grand Loop Road - Old Faithful to West Thumb

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD .................................................................................. F-19

Section 403. — ASPHALT CONCRETE ........................................................................... F-39 Section 404. – ASPHALT CONCRETE PAVEMENT WARRANTY (ADDED

SECTION) ................................................................................................. F-42

DIVISION 550 BRIDGE CONSTRUCTION

Section 563. — PAINTING ................................................................................................. F-44

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 602. — CULVERTS AND DRAINS ..................................................................... F-46 Section 604. — MANHOLES, INLETS, AND CATCH BASINS ..................................... F-48 Section 605. — UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE

DRAINS .................................................................................................... F-49 Section 607. — CLEANING, RELAYING AND REPAIRING EXISTING

DRAINAGE STRUCTURES .................................................................... F-50 Section 608. — PAVED WATERWAYS ........................................................................... F-59 Section 609. — CURB AND GUTTER .............................................................................. F-60 Section 611. — WATER SYSTEMS .................................................................................. F-61 Section 612. — SANITARY SEWER SYSTEMS .............................................................. F-62 Section 615. — SIDEWALKS, PADS, AND PAVED MEDIANS .................................... F-63 Section 617. — GUARDRAIL ............................................................................................ F-65 Section 619. — FENCES, GATES, CATTLE GUARDS AND BOLLARDS

POSTS ....................................................................................................... F-67 Section 620. — STONE MASONRY .................................................................................. F-68 Section 622. — RENTAL EQUIPMENT ............................................................................ F-72 Section 623. — GENERAL LABOR .................................................................................. F-73 Section 625. — TURF ESTABLISHMENT ....................................................................... F-74 Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-75 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-77 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-78 Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND

ELECTRICAL SYSTEMS ........................................................................ F-81 Section 646. — ROADSIDE DEVELOPMENT (ADDED SECTION) ............................. F-83 v

Project: WY NPS YELL 10(23), Grand Loop Road - Old Faithful to West Thumb

DIVISION 700 MATERIAL

Section 702. — ASPHALT MATERIAL ............................................................................. G-1 Section 703. — AGGREGATE ............................................................................................ G-2 Section 705. — ROCK ......................................................................................................... G-4 Section 708. — PLASTIC PIPE ........................................................................................... G-8 Section 710. — FENCE AND GUARDRAIL ...................................................................... G-9 Section 712. — JOINT MATERIAL .................................................................................. G-11 Section 713. — ROADSIDE IMPROVEMENT MATERIAL .......................................... G-12 Section 714. — GEOSYNTHETIC MATERIAL .............................................................. G-13 Section 716. — MATERIAL FOR TIMBER STRUCTURES .......................................... G-14 Section 717. — STRUCTURAL METAL ......................................................................... G-15 Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL ............................. G-16 Section 719. — PAINT ....................................................................................................... G-17 Section 721. — ELECTRICAL AND ILLUMINATION MATERIAL ............................ G-18 Section 725. — MISCELLANEOUS MATERIAL............................................................ G-20

F-42 DIVISION 400

Project: WY NPS YELL 10(23), Grand Loop Road - Old Faithful to West Thumb

Section 404. – ASPHALT CONCRETE PAVEMENT

WARRANTY (ADDED SECTION)

Description

404.01 This work consists of providing a warranty for hot or warm mix asphalt concrete pavement.

Construction Requirements

404.02 General. Follow the requirements of FAR Clause 52.246-21 Warranty of Construction, as amended.

404.03 Warranty Requirement. A 1-year warranty is required on all asphalt pavement items.

The 1-year time period begins from the point of final acceptance. All warranty work items will be repaired at no additional cost the government. Table 404-1 contains warranty criteria information.

(a) Warranty Criteria.

Table 404-1

Evaluation Method Warranty Indicator Threshold/Description

Initial Identification

Evaluation Methods (B) Possible Remedial Action

Shoving/Rutting An occurrence of a localized depression of greater than

0.375 inch

Visual inspection

Measure and document length and width of rutting/shoving.

Mill distressed area to a full lane width and 50' length on each side and replace surfacing. Depth of milling not to exceed pavement depth.

Potholes, Raveling, Slippage/ delamination

1. Pothole with an area of 1 SF or greater and depth greater than 1 inch

2. Raveling - wearing away of the pavement surface to a depth exceeding 0.5 inches .

3. Slippage/Delamination -tearing of the asphalt surface

Visual inspection

Confirm initial findings by measurement and visual observation.

Document locations and quantity of distress exceeding threshold.

Remove and replace distressed area of area to a depth no greater than the pavement depth, to a full lane width and 50' length on each side.

Cracking (Longitudinal and Transverse)(A)

Visible Cracking greater than 0.125 inches in width

Visual inspection

Measure and document crack type, length, and width.

Remove and replace distressed area to a depth no greater than the pavement depth and to the full lane width

Note: If distance between repair areas is less than 100 feet, the CO may require one continuous repair.

(A)Longitudinal and transverse joints will not be considered cracks.

(B) Measure using methodologies in FHWA-HRT-13-092 (Rev May 2014)

F-43 DIVISION 400

Project: WY NPS YELL 10(23), Grand Loop Road - Old Faithful to West Thumb

(b) Determination. The CO will make a determination on conditions exceeding contract thresholds in Table 404-1 values requiring remedial action and notify the Contractor. During the warranty period, the Contractor may monitor the project using nondestructive methods and may participate with the CO in the field evaluation(s) upon request.

404.04 Remedial Work. Submit a remedial action plan within 15 days of notification of the determination by the CO. Begin remedial work within 30 calendar days of approval by the CO.

Complete all work within 90 days of notification of the determination unless otherwise approved.

Notify the CO in writing prior to beginning any remedial work. Complete remedial work according to the specifications for that work item and as approved by CO. Submit a traffic control plan and provide temporary traffic control during the remedial work according to Sections 156 and 635. If remedial work necessitates a corrective action to overlying asphalt layers, pavement markings, adjacent lane(s), roadway shoulders, or other affected Contract work, perform these corrective actions as part of the remedial action. Complete all remedial work as approved by the CO.

404.05 Acceptance. The CO will provide written acceptance of the warranted construction upon expiration of the warranty period or satisfactory completion of any required remedial actions, whichever is later.

Measurement

404.06 Do not measure warranty remediation items for payment.

Payment

404.07 No payment will be made for costs associated with warranty remediation.

H.4 and H.5.

Revised by Amendment A0022

H.4 and H.5