W912ES19T0110__Amendment_1.pdf

W81G6792126682

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of Amendment 0001 is to clarify the SOW and change the quantities and units of Items 0003 and 0004.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 05-Sep-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912ES19T0110

X 9B. DATED (SEE ITEM 11)

14-Aug-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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 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)

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.

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Sep-2019

CODE

CONTRACTING DIVISION

USACE - ST. PAUL

180 5TH STREET E SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES19T0110

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

CLIN 0003

The CLIN description has changed from Bituminous Asphalt Base Course to Bituminous Asphalt Paving.

The CLIN extended description has changed from:

To:

2" Base and 2" Wear Courses The pricing detail quantity has increased by 234.00 from 1.00 to 235.00.

The unit of issue has changed from Job to Square Yard.

CLIN 0004

The CLIN description has changed from Bituminous Asphalt Leveling Course to Bituminous Asphalt Paving.

The CLIN extended description has changed from:

1" Level Course, 2" Overlay The pricing detail quantity has increased by 4,884.00 from 1.00 to 4,885.00.

The unit of issue has changed from Job to Square Yard.

The following Delivery Schedule item for CLIN 0003 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

31-AUG-2020 1 N/A

FOB: Destination

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

31-AUG-2020 235 N/A

The following Delivery Schedule item for CLIN 0004 has been changed from:

CAGE

31-AUG-2020 1 N/A

CAGE

31-AUG-2020 4,885 N/A

The following have been modified:

STATEMENT OF WORK

SCOPE OF WORK

ASPHALT ROAD AND PARKING LOT AT HWY 75, BIGSTONE/WHETSTONE PROJECT

HWY 75 Dam Project Near Odessa MN Work will consist of placing a 3 inch bituminous overlay and a 4 inch bituminous section on existing asphalt road and parking lots located at HWY 75 Dam. (See attachment for location).

Work includes cleaning surface and placement of bituminous material. Asphalt will butt up to existing county highway.

Road and parking areas total 4,885 Square yards of tack coat and bituminous material.

See attachments for location of Project Site

A. Safety and Occupational Health. Prior to the on-site pre-construction meeting, the Contractor/Erector shall submit a Safety Plan for performing the work. The Safety Plan shall be in conformance with USACE EM 385-1-1. The Safety Plan will be reviewed by Contraction Officer Representative and discussed at the on-site pre-construction meeting.

The Safety Plan shall be approved prior to starting work at the project site.

B. Permits. It is the Contractor’s responsibility to apply for and comply with any required permits.

C. Quality Control. The Contractor shall have a designated supervisor who shall be present on the job during all working hours. The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records for all construction operations including but not limited to the following:

▫ Tack Coat application rate and temperature ▫ Bituminous material certificates, delivery tickets, and temperature at delivery ▫ Density and thickness of each bituminous course.

Copies of the records of inspections and tests, as well as the records of corrective action taken, shall be furnished to the Government as directed by the Contracting Officer.

PART 2 – PRODUCTS

2.1 Materials.

A. Tack Coat – Grade CSS - 1 or CSS-1HD per MN/DOT 2357b.

B. Bituminus Asphalt Base course – Grade SPNWEA230B

C. Bituminous Asphalt Wearing Course – Grade SPWEA230B

PART 3 – EXECUTION

3.1 Installation Requirements.

A. Preparation of Asphalt Surfaces. Prior to applying the tack coat, the Contracting Officer will inspect underlying surfaces for acceptability before granting approval to proceed with subsequent operations. Removal of vegetation in the existing asphalt will be the responsibility of Corps personnel. The contractor will clear all foreign matter from asphalt surface using mechanical broom, power blowers, or hand brooms prior to application of tack coat. Lac qui Parle personnel will prepare the 34 ft. x 60 ft. section at the parking lot entrance.

B. Placement of Bituminous Asphalt – 235 SY section . Prior to placing the Bituminous Asphalt Base Course, a Tack Coat at an application rate per MN/DOT 2357 shall be applied to the clean, prepared undersurfaces. The 34 ft x 60 ft section of parking lot shall have a 2 inch base course, and a 2 inch wear course applied.

C. Placement of Bituminous Asphalt – 4885 SY section. A 1-inch leveling course shall be placed on parking lot and road designated on attachment. After the leveling course is applied a 2 inch layer will be placed. (See attachment for location of specified thickness of asphalt)

After placing, the mixture shall be thoroughly and uniformly compacted by rolling.

Compact the surface as soon as possible without causing displacement, cracking or shoving. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor.

Point of Contact:

Randy Melby

MN Section Supervisor

651-290-5099

ATTACHMENT -1

ATTACHMENT -2

(End of Summary of Changes)