A006_Elk_Lake.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)

A006 01/04/2017 N/A See Block 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

DTFH70-16-B-00020

9B. DATED (SEE ITEM 11)

10/24/2016

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

( x ) is extended, ( ) 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.)

MT BEAVERHEAD 273(1), Elk Lake Road

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. A006, dated 01/04/2017 MT BEAVERHEAD 273(1) Solicitation No. DTFH70-16-B-00020 Elk Lake Road

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from undefined to January 12, 2017, 1400 MT.

CONTRACT CLAUSES

Page C-16. Revises FAR Clauses 52.211-10, Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984)

SPECIAL CONTRACT REQUIREMENTS

Page G-2, 703.05 Subbase, Base, and Surface Course Aggregate. Revises Soundness of aggregate using sodium sulfate from 12 percent loss max. to 15 percent loss max. Deletes Accelerated weathering by use of DMSO, WFLHD Standard Test Method.

Page G-3, 703.05 Subbase, Base, and Surface Course Aggregate. Revises Plasticity

Index, AASHTO T 90 to 8±3.

ENCLOSURES

Pages:

C-16 G-2 through G-3

New bid opening date: 01/12/2017

C-16

Contract Clauses Project: MT BEAVERHEAD 273(1), Elk Lake Road

(3) As required by section 3010 of Pub. L. 111-212, all information posted in FAPIIS on or after April 15, 2011, except past performance reviews, will be publicly available.

(d) Public requests for system information posted prior to April 15, 2011, will be handled under

Freedom of Information Act procedures, including, where appropriate, procedures promulgated under E.O. 12600.

52.209-10 – Prohibition on Contracting With Inverted Domestic Corporations (Nov 2015)

(a) Definitions. As used in this clause-- “Inverted domestic corporation means a foreign incorporated entity that meets the definition of an inverted domestic corporation under 6 U.S.C. 395(b), applied in accordance with the rules and definitions of 6 U.S.C. 395(c).

“Subsidiary” means an entity in which more than 50 percent of the entity is owned—

(1) Directly by a parent corporation; or

(2) Through another subsidiary of a parent corporation.

(b) If the contractor reorganizes as an inverted domestic corporation or becomes a subsidiary of an inverted domestic corporation at any time during the period of performance of this contract, the Government may be prohibited from paying for Contractor activities performed after the date when it becomes an inverted domestic corporation or subsidiary. The Government may seek any available remedies in the event the Contractor fails to perform in accordance with the terms and conditions of the contract as a result of Government action under this clause.

(c) Exceptions to this prohibition are located at 9.108-2.

(d) In the event the Contractor becomes wither an inverted domestic corporation, or a subsidiary of an inverted domestic corporation during contract performance, the Contractor shall give written notice to the Contracting Officer within five business days from the date of the inversion event.

52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than September 14, 2018 subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by March 3rd, 2017. The completion date will be extended by the number of calendar days after the above date that the contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

Revised by A006 52.211-12 Liquidated Damages—Construction (Sep 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of: See Special Contract Requirements, Subsection 108.04.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.211-18 Variation in Estimated Quantity (Apr 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment

G-2

Special Contract Requirements Project: MT BEAVERHEAD 273(1), Elk Lake Road

Section 703. — AGGREGATE

07/15/16–FP14

703.05 Subbase, Base, and Surface Course Aggregate. Amend as follows:

Delete text in paragraph (a) and substitute the following:

(a) General. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming to the following:

(1) Los Angeles abrasion, AASHTO T 96 40 percent max.

(2) Soundness of aggregate using sodium sulfate, 15 percent loss max.

AASHTO T 104 (course and fine) (5 cycles)

(3) Durability index (coarse), AASHTO T 210 35 min.

(4) Durability index (fine), AASHTO T 210 35 min.

(5) Fractured faces, ASTM D5821 50 percent min.

(6) Without organic matter and lumps or balls of clay.

(7) Accelerated weathering of aggregate by use of 12% max.

Dimethyl Sulfoxide (DMSO), WFLHD Standard Test Method

Delete the text in paragraph (b) and substitute the following:

(b) Subbase or base aggregate. In addition to paragraph (a) above, conform to the following:

(1) Gradation Table 703-2

(2) Liquid Limit, AASHTO T 89 25 max.

(3) SEP (SE/P200 (SE/P75 Index) 1.000 min.

Revised by Amendment A004 Revised by Amendment A006 david.l.mariman Line david.l.mariman Line david.l.mariman Line david.l.mariman Line

G-3

Special Contract Requirements Project: MT BEAVERHEAD 273(1), Elk Lake Road

(c) Surface course aggregate. Delete the text of paragraph (3) and substitute the following:

(3) Plasticity index, AASHTO T 90 8±3

Delete Table 703-2 and substitute the following:

Table 703–2A Target Value Ranges for Subbase and Base Gradation

Sieve Size

Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11)

Grading Designation

A (Subbase) B (Subbase) C (Base) D (Base) E (Base)

2½ inch (63 mm) 100(1)

2 inch (50 mm) 97 - 100(1) 100(1) 100(1)

1½ inch (37.5 mm) 97 - 100(1)

1 inch (25 mm) 65 - 79 (6) 80 – 100 (6) 100(1)

¾ inch (19 mm) 64 - 94 (6) 86 – 100 (6) 100(1)

½ inch (12.5 mm) 45 - 59 (7)

⅜ inch (9.5 mm) 40 - 69 (6) 51 – 82 (6) 62 – 90 (6)

No. 4 (4.75 mm) 28 - 42 (6) 40 - 60 (8) 31 - 54 (6) 36 – 64 (6) 46 - 74 (6)

No. 40 (425 µm) 9 - 17 (4) 12 - 26 (4) 12 - 26 (4)

No. 200 (75 µm) 10 max(1) 10 max(1) 10 max(1) 10 max(1) 10 max(1)

(1) Statistical procedures do not apply.

( ) The value in the parentheses is the allowable deviations (±) from the target values.

Revised by Amendment A006

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