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 02/08/2019 N/A See Block 10

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

69056718B000026

9B. DATED (SEE ITEM 11)

01/22/2019

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).

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.)

AK PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4 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 02/08/2019 AK PRA DENA 10(35) Solicitation No. 69056718B000026 Repave Denali Park Road MP 0.0 to 3.4

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page iii, SCR Table of Contents, Division 200 Earthwork. Revises Sections and page numbering.

Page E-8, Subsection 105.04(b) Handling and Storing Material. Revises requirements.

Page F-1, Section 203 Removal of Structures and Obstructions. Adds salvage requirements.

Page F-1a, Subsection 204.14 Disposal of Unsuitable or Excess Material. Revises requirements.

Page F-13, Subsection 401.01. Revises asphalt binder grade requirements.

SWPPP - PEN AND INK CHANGE(S)

Please make the following pen & ink change(s):

Page [6] Revise the last sentence of the first paragraph in Section 3.1 General Description of Project and Scope of Work: to read: Use of the 5-Mile Pit is limited according to Subsection 105.04 and Section 203.

ENCLOSURES

Pages:

iii, SCR Table of Contents E-8 F-1 through F-1a F-13

Page(s) not included due to Pen and Ink change(s):

SWPPP Page [6] iii

Special Contract Requirements Project: AK PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4

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-10 Section 107. — Legal Relations and Responsibility to the Public ...................................... E-12 Section 108. — Prosecution and Progress ........................................................................... E-19 Section 109. — Measurement and Payment ........................................................................ E-22

DIVISION 150 PROJECT REQUIREMENTS

Section 152. — Construction Survey and Staking............................................................... E-31 Section 153. — Contractor Quality Control ........................................................................ E-35 Section 154. — Contractor Sampling And Testing ............................................................. E-41 Section 155. — Schedules for Construction Contracts ........................................................ E-42 Section 156. — Public Traffic ............................................................................................. E-47 Section 157. — Soil Erosion and Sediment Control............................................................ E-50

DIVISION 200 EARTHWORK

Section 203. — Removal of Structures and Obstructions ..................................................... F-1 Section 204. — Excavation and Embankment .................................................................... F-1a Section 207. — Earthwork Geosynthetics ............................................................................. F-2

DIVISION 300 AGGREGATE AND BASE COURSES

Section 302. — Minor Crushed Aggregate ............................................................................ F-3 Section 306. — Full Depth Reclamation with Asphalt.......................................................... F-4

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — Asphalt Concrete Pavement By Gyratory Mix Design Method ................ F-13

DIVISION 500 RIGID PAVEMENTS

Section 501. — MINOR CONCRETE PAVEMENT ......................................................... F-35

Revised by Amendment A001

E-8 DIVISION 100

Project: AK PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4

105.04 Handling and Storing Material. Delete the text of the second paragraph and substitute the following:

Mile 5 Pit is available for staging and stockpiling, or storing of materials such as subexcavation material, existing asphalt, aggregate materials, geotextile fabrics, culverts, temporary traffic control devices; and for equipment parking as designated by the CO. Conform to requirements in Subsection 107.11.

Office trailers and construction containers may be set up at the Mile 5 Pit. Temporary storage of refueling facilities is allowed at Mile 5 Pit as designated by the CO and according to Subsection 107.10. Portable toilets may be set up at Mile 5 Pit and two additional portable toilets are allowed along Denali Park Road. Conform to requirements in Subsections 107.08 and 107.11.

Additional personal vehicle and equipment parking requirements are designated in Subsection 156.07.

Conform to the following:

(a) Prior to ground disturbing activities, install erosion control devices along the limits of Mile 5 Pit as directed by the CO. Final locations of erosion control devices will be approved by the CO.

Install and maintain erosion control devices according to Section 107 and Section 157.

(b) Coordinate with the CO before initial entry into the Mile 5 Pit. Place excess salvaged materials at Mile 5 Pit until July 31 unless approved by the CO. All other material must be legally disposed of offsite. Conform ton requirements in Subsection 107.11

(c) Conform to the following at Mile 5 Pit:

(1) The CO will determine and mark the exact locations for staging or storing of materials and for equipment parking and office trailer set-up. Electricity, water, telephone and sewer are not available.

(2) Do not block NPS access roads, operations or stockpiles. Do not remove materials from NPS stockpiles or storage areas.

(d) Repair and restore the surface of all work zones, staging and storage areas to their original surface condition before opening to the public. Remove all erosion control devices as directed by the CO once the staging and storage areas have been restored to their original condition.

(e) The Contractor may use adjacent work zones within one-lane closures along Denali Park Road for on-site storage of materials and stockpiling of conserved excavation material, aggregates, and equipment parking. The following applies:

F-1 DIVISION 200

Project: AK PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4

DIVISION 200

EARTHWORK

Section 203. — REMOVAL OF STRUCTURES AND

OBSTRUCTIONS

Construction Requirements

203.03 Salvaging Material. Add the following:

Salvage the following materials before July 31, unless otherwise directed by the CO. Perform work without intermixing materials. Haul salvaged material to the location(s) designated under Subsection 105.04. Handle, store, and manage the stockpiling of materials as directed by the

CO.

(a) Removal of Pavement, Asphalt. Existing asphalt concrete pavement removed from the work limits.

(b) Excess Suitable Material. Excess suitable soil and rock material obtained from work performed according to Sections 203, 204, and 209.

F-1a DIVISION 200

Project: AK PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4

Section 204. — EXCAVATION AND EMBANKMENT

7/21/17– FP-14

Material

204.03 Add the following:

Minor Crushed Aggregate Section 302

Construction Requirements

204.07 Subexcavation. Delete the text of the Subsection and substitute the following:

Excavate material to the required limits. Subexcavation locations are shown on the plans. Prior to subexcavation take cross-sections according to Subsection 152.05. Place geotextile and geogrid according to Section 207. Place backfill material in horizontal layers not exceeding 6 inches in compacted thickness and compact according to Section 302. Compact subexcavation according to Subsection 204.11. Prevent unsuitable material from mixing with backfill.

204.14 Disposal of Unsuitable or Excess Material. Delete the text of the first paragraph and substitute the following:

Salvage material according to Subsection 203.03.

Dispose of unused, unsuitable, or and excess material according to Subsection 203.05(a) Subsections 203.05(a) and (d). Place unused and excess material off the project and outside of Denali National Park and Preserve. Comply with Subsections 105.02 and 107.11 as well as any applicable local, state, and Federal laws.

Measurement

204.16 Add the following:

Measure roadway aggregate under Section 302.

F-13

Project: AK PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4

DIVISION 400

ASPHALT PAVEMENTS

AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY

GYRATORY MIX DESIGN METHOD

11/05/15–FP14

Description

401.01 Delete the text of this Subsection and substitute the following:

This work consists of constructing one or more courses of asphalt concrete pavement using hot or warm mix asphalt (HMA or WMA).

Asphalt concrete pavement nominal maximum size aggregate size is designated according to Tables 401-1 and 703-4. Equivalent single axle loads (ESAL) or number of gyrations at design (NDesign) is designated according to Table 401-1.

Asphalt binder grade for this project is PG 82-40 PG 52-40.

Use 1 percent type 3 (lime) antistrip in all mixes. Type 1 (liquid) antistrip may be used in lieu of type 3 (lime) antistrip, if additive is allowed for use by the state department of transportation and meets the requirements in Subsection 401.03.

Construction Requirements

401.03 Composition of Mix (JMF). Add the following:

Provide documentation that demonstrates that the proposed type 1 (liquid) antistrip is allowed for use by the state department of transportation within the past 12 months. If type 1 (liquid) antistrip additive is included in the JMF, the minimum liquid antistrip additive is the minimum amount required to meet the design parameters in Table 401-1A.