Amendment A004.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)

A004 07/23/2024 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

69056723B000008

9B. DATED (SEE ITEM 11)

06/28/2024

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).

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

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.)

WA NP MORA 123(2), SR-123 Laughingwater Creek to Panther Creek Bridge

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. A004, dated 07-23-2024 WA NP MORA 123(2)

Solicitation No. 69056723B000008 SR-123 Laughingwater Creek

Page 2 to Panther Creek Bridge

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page iv, SCR Table of Contents. Adds Section 629 to TOC.

Page E-60, Subsections 157.04, General. Adds requirements.

Pages F-53a through F-53b, Section 629, Rolled Erosion Control Products and Cellular

Confinement Systems. Adds requirements.

ENCLOSURES

Pages:

iv / E-60 / F-53a through F-53b iv

Special Contract Requirements Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

Section 308. — RECYCLED AGGREGATE BASE (ADDED SECTION) ...................... F-12 Section 313. — AGGREGATE-TOPSOIL COURSE ........................................................ F-15

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD .................................................................................. F-16

Section 413. — ASPHALT PAVEMENT MILLING ......................................................... F-34

DIVISION 550 BRIDGE CONSTRUCTION

Section 552. — STRUCTURAL CONCRETE ................................................................... F-35 Section 563. — PAINTING ................................................................................................. F-40 Section 575. — MINOR BRIDGE WORK (ADDED SECTION)...................................... F-41

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 602. — CULVERTS AND DRAINS ..................................................................... F-46 Section 620. — STONE MASONRY .................................................................................. F-47 Section 622. — RENTAL EQUIPMENT ............................................................................ F-52 Section 623. — GENERAL LABOR .................................................................................. F-53 Section 629. — ROLLED EROSION CONTROL PRODUCTS AND

CELLULAR CONFINEMENT SYSTEMS ............................................ F-53a Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-54 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-56 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-57 Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND

ELECTRICAL SYSTEMS ........................................................................ F-60 Section 637. — FACILITIES AND SERVICES ................................................................. F-64 Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .................... F-66

DIVISION 700 MATERIAL

Section 703. — AGGREGATE ............................................................................................ G-1 Section 705. — ROCK ......................................................................................................... G-6 Section 706. — CONCRETE PIPE ...................................................................................... G-8 Section 712. — JOINT MATERIAL .................................................................................... G-9 Section 713. — ROADSIDE IMPROVEMENT MATERIAL .......................................... G-10 Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL ............................. G-11 Section 719. — PAINT ....................................................................................................... G-12 Section 721. — ELECTRICAL AND ILLUMINATION MATERIAL ............................ G-13 Section 725. — MISCELLANEOUS MATERIAL............................................................ G-15

Revised by Amendment A004

E-60 DIVISION 150

Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

(NPDES), the Construction General Permit (CGP), the project Storm Water Pollution Prevention Plan (SWPPP) of record, and this contract.

Immediately report to the CO any incident of non-compliance with the CGP that may endanger health or the environment. Provide copies of any correspondence or reports required by either the CGP or the SWPPP.

Provide an ECS and erosion control team to manage installation, maintenance, inspection, and reporting for erosion and sediment control measures, maintain and update the SWPPP of record, and prepare any documentation required by the CGP or the SWPPP. At the preconstruction conference furnish the names, project office address, 24-hour telephone number(s), and qualifications for the ECS and each member of the erosion control team.

If wood chips are used, do not import without approval from the CO.

All soil erosion and sediment control best management practices must be comprised of degradable material.

157.05 Controls and Limitations on Work. Delete this Subsection and substitute the following:

(a) Install all sediment perimeter control measures prior to clearing, grubbing, and grading activities. Install additional erosion and sediment control measures as needed during construction.

(b) Before conducting land clearing and disturbance, mark all clearing limits in the field. Mark trees, wetlands, sensitive areas, and buffer zones for preservation as shown on the plans.

Preserve existing vegetation wherever possible.

(c) Stabilize and maintain construction access points between unpaved and paved sites to minimize tracking of mud and dirt onto public roads.

(d) Phase construction activities to minimize the amount and duration of soil exposed to erosion. Establish final grade as soon as practicable and apply temporary or permanent soil stabilization measures. Limit the combined grubbing, grading, excavating, borrow, and fill within the construction limits to 5 acres (2.0 hectares) of exposed soil at one time.

(e) Install erosion and sediment control around exposed soils to divert runoff.

(f) Commence temporary or permanent soil stabilization measures immediately if no further disturbance of an area of the site or stockpile is expected within the next 14 days. Complete the installation of temporary or permanent soil stabilization measures to disturbed sites or stockpiles within 7 days of last disturbance. Provide for temporary stabilization of all exposed soil prior to winter construction shut down.

(g) Construct and maintain perimeter protection and locate erodible stockpiles away from storm drain inlets, waterways, and drainage channels.

(h) Handle and dispose of all pollutants, including construction materials, waste materials, and construction debris such that no contamination of storm water will occur.

F-53a DIVISION 600

Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

Section 629. — ROLLED EROSION CONTROL PRODUCTS

AND CELLULAR CONFINEMENT SYSTEMS

Description

629.01 Delete the text of paragraph (d).

F-53b DIVISION 600

Project: WA NP MORA 123(2), SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

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