Amendment A001.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)

A001 01/13/2020 N/A WA FS ERFO 2017(1)-23(3)

Okanogan-Wenatchee 2017 Repairs, Phase 3

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

69056719B000022

9B. DATED (SEE ITEM 11)

12/23/2019

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 FS ERFO 2017(1)-23(3), Okanogan-Wenatchee 2017 Repairs, Phase 3

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. A001, dated 01-13-2020 WA FS ERFO 2017(1)-23(3) Solicitation No. 69056719B000022 Okanogan-Wenatchee 2017 Repairs, Phase 3

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Pages iii-iv, SCR Table of Contents. Revises table.

Page F-1, Section 201. – Clearing and Grubbing. Adds requirements for Subsections

201.03 and 201.06.

Page F-1a, Section 204. – Excavation and Embankment. Revises Section page number.

Page F-2, Section 204. – Excavation and Embankment. Adds blank Page F-2.

ENCLOSURES

Pages:

iii through iv F-1 through F-2 iii

Special Contract Requirements Project: WA FS ERFO 2017(1)-23(3), Okanogan-Wenatchee 2017 Repairs, Phase 3

SCR TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

DIVISION 100 GENERAL REQUIREMENTS

Section 101. — TERMS, FORMAT, AND DEFINITIONS ................................................. E-1 Section 102. — BID, AWARD, AND EXECUTION OF CONTRACT .............................. E-2 Section 103. — SCOPE OF WORK ...................................................................................... E-3 Section 104. — CONTROL OF WORK ............................................................................... E-5 Section 105. — CONTROL OF MATERIAL ....................................................................... E-6 Section 106. — ACCEPTANCE OF WORK ........................................................................ E-9 Section 107. — LEGAL RELATIONS AND

RESPONSIBILITY TO THE PUBLIC ..................................................... E-11 Section 108. — PROSECUTION AND PROGRESS ......................................................... E-16 Section 109. — MEASUREMENT AND PAYMENT ....................................................... E-19

DIVISION 150 PROJECT REQUIREMENTS

Section 152. — CONSTRUCTION SURVEY AND STAKING ....................................... E-25 Section 153. — CONTRACTOR QUALITY CONTROL .................................................. E-28 Section 154. — CONTRACTOR SAMPLING AND TESTING ........................................ E-34 Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS ........................... E-35 Section 156. — PUBLIC TRAFFIC .................................................................................... E-40 Section 157. — SOIL EROSION AND SEDIMENT CONTROL...................................... E-42

DIVISION 200 EARTHWORK

Section 201. — CLEARING AND GRUBBING .................................................................. F-1 Section 204. — EXCAVATION AND EMBANKMENT .................................................. F-1a Section 208. — STRUCTURE EXCAVATION AND BACKFILL FOR

SELECTED MAJOR STRUCTURES ........................................................ F-2

DIVISION 250 SLOPE REINFORCEMENT AND RETAINING WALLS

Section 251. — RIPRAP........................................................................................................ F-4

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 403. — ASPHALT CONCRETE ............................................................................. F-5

Revised by Amendment A001 iv

Project: WA FS ERFO 2017(1)-23(3), Okanogan-Wenatchee 2017 Repairs, Phase 3

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 601. — MINOR CONCRETE STRUCTURES........................................................ F-7 Section 602. — CULVERTS AND DRAINS ....................................................................... F-8 Section 622. — RENTAL EQUIPMENT .............................................................................. F-9 Section 623. — GENERAL LABOR .................................................................................. F-10 Section 625. — TURF ESTABLISHMENT ....................................................................... F-11 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-12 Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .................... F-14

DIVISION 700 MATERIAL

Section 703. — AGGREGATE ............................................................................................ G-1 Section 705. — ROCK ......................................................................................................... G-4 Section 717. — STRUCTURAL METAL ........................................................................... G-5

F-1 DIVISION 200

Project: WA FS ERFO 2017(1)-23(3), Okanogan-Wenatchee 2017 Repairs, Phase 3

DIVISION 200

EARTHWORK

Section 201. — CLEARING AND GRUBBING

01/01/14– FP-14

Construction Requirements

201.03 General. Add the following:

Perform felling, bucking, and decking of merchantable timber according to accepted logging practices with a minimum of breakage, damage, and waste. Saw the merchantable timber in log lengths with 2 inches trim allowance, in multiples of 2 feet, minimum length of 10 feet and maximum length of 40 feet. Merchantable timber is defined as any tree greater than or equal to 6 inches in diameter at breast height (DBH).

201.06 Disposal. Delete the first sentence of this Subsection and substitute the following:

All merchantable timber within the areas to be cleared on either private or Government land will remain the property of the landowners. Deck on each owner's property adjacent to the road in locations suitable for loading by others with self-loaders as directed by the CO.

F-1a DIVISION 200

Project: WA FS ERFO 2017(1)-23(3), Okanogan-Wenatchee 2017 Repairs, Phase 3

Section 204. — EXCAVATION AND EMBANKMENT

03/25/19– FP-14

Construction Requirements

204.06 Roadway Excavation. Add the following:

All excavated material is unsuitable.

204.11(c) Less than 50 percent retained on a No. 4 (4.75-millimeter) sieve. Delete the third paragraph and substitute the following:

Use compression-type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density. Determine the in-place density and moisture content according to AASHTO T 310 or other approved test procedures.

204.13 Sloping, Shaping, and Finishing. Delete paragraph (d) and substitute the following:

(d) Finishing. Remove material larger than 6 inches (150 millimeters) from the top 6 inches (150 millimeters) of the roadbed. Remove unsuitable material from the roadbed, and replace it with suitable material.

(1) AMG method. Finish roadbeds that are compacted according to Subsection 204.11(b) and (c) to within ±0.05 foot (±15 millimeters) of the design line and grade. Finish roadbeds that are compacted according to Subsection 204.11(a) to within ±0.10 foot (±30 millimeters) of the design line and grade. Finish ditch cross-sections to within ±0.10 feet (±30 millimeters) of the design line and grade. Maintain proper ditch drainage.

(2) Conventional survey method. Finish roadbeds that are compacted according to Subsection 204.11(b) and (c) to within ±0.05 foot (±15 millimeters) of the staked line and grade. Finish roadbeds that are compacted according to Subsection 204.11(a) to within ±0.10 foot (±30 millimeters) of the staked line and grade. Finish ditch cross-sections to within ±0.10 feet (±30 millimeters) of the staked line and grade. Maintain proper ditch drainage.

Measurement

204.16 Add the following to paragraph (a)(1)(a):

Use the design volume. The design volume is defined as the bid schedule quantity less any allowance, as shown in the summary of quantities sheet of the plans. This volume is subject to adjustments resulting from changes to slope stakes according to Subsection 152.05(d).

F-2 DIVISION 200

Project: WA FS ERFO 2017(1)-23(3), Okanogan-Wenatchee 2017 Repairs, Phase 3

(This page intentionally left blank)