Solicitation Amendment W912DQ20B1059-0001 - 20200825 - Copy.pdf

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Multiply Corps of Engineers Parks Road Repair of Asphalt and Concrete Pavement
Solicitation number
W912DQ20B1059
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About this file

This is an amendment to a solicitation for construction activities to repair asphalt and concrete pavement and roadside improvements at three U.S. Army Corps of Engineers lake projects in Missouri. The work includes grading, slope protection, shouldering, hot mix asphalt patching and overlays, chip sealing, surface sealing, concrete pavement replacement, and markings. Asphalt removed by cold milling at one location may be stockpiled onsite, while material from the other locations must be disposed of according to regulations. The amendment provides additional details on removal methods for existing pavement in preparation for repairs and overlays.

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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

This is an Amendment to the Solicitation, see the Continuation Page for a summary of changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 25-Aug-2020

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 W912DQ20B1059

X 9B. DATED (SEE ITEM 11)

29-Jul-2020

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 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)

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

25-Aug-2020

CODE

USACE, KANSAS CITY +

FEDERAL BLDG CT-H 601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ20B1059

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

CONTINUATION PAGE:

2.1.2.2 Removal of Existing

Areas to be patched shall be neatly saw cut and cold milled or excavated to the depth as indicated on the site maps and schedule. For full-depth repairs, the subgrade shall be regraded and compacted if disturbed during the removal process. Around the perimeter of the repair, the existing pavement sides shall have a clean, vertical face and the corners shall be squared. The patch area shall be cleaned with brooms or blowers to remove loose material and shall have a uniform depth. All removed material will become the responsibility of the Contractor and shall be hauled off and disposed of in accordance with Federal and State Regulations.

2.1.2.2 Removal of Existing

Areas to be patched shall be neatly saw cut and cold milled or excavated to the depth as indicated on the site maps and schedule. For full-depth repairs, the subgrade shall be regraded and compacted if disturbed during the removal process. Around the perimeter of the repair, the existing pavement sides shall have a clean, vertical face and the corners shall be squared. The patch area shall be cleaned with brooms or blowers to remove loose material and shall have a uniform depth. Asphalt pavement removed by cold milling operations in preparation for HMA patching at Pomme de Terre Lake may be stockpiled at a site near the Pomme de Terre Project Office/Maintenance Facility. The maximum nominal size of asphalt milling aggregate shall not exceed 2-inches. Asphalt pavement removed by excavator or mechanical means other than cold milling shall be hauled off and disposed of in accordance with Federal and State Regulations. All the material removed at Harry S. Truman Lake and Stockton Lake shall be hauled off and disposed of in accordance with Federal and State Regulations.

2.2.2.1 Depth Transition Cold Milling

The HMA overlay surface shall transition to existing pavement and concrete sidewalks to provide a uniform surface free of abrupt changes in grade and elevation. Cold mill the existing pavement to be overlaid to the depth and grade requirements shown on the typical section drawing CP-504. Cold milling procedures shall conform to MoDOT Section 622.10 Cold Milling Existing Pavement for Removal of Surface. Care shall be exercised not to damage existing concrete pavement. All removed material will become the responsibility of the Contractor and shall be hauled off and disposed of in accordance with Federal and State Regulations.

2.2.2.1 Depth Transition Cold Milling

The HMA overlay surface shall transition to existing pavement and concrete sidewalks to provide a uniform surface free of abrupt changes in grade and elevation. Cold mill the existing pavement to be overlaid to the depth and grade requirements shown on the typical section drawing CP-504. Cold milling procedures shall conform to MoDOT Section 622.10 Cold Milling Existing Pavement for Removal of Surface. Care shall be exercised not to damage existing concrete pavement. Asphalt pavement removed by cold milling operations in preparation for HMA overlay at Pomme de Terre Lake may be stockpiled at a site near the Pomme de Terre Project Office/Maintenance Facility.

The maximum nominal size of asphalt milling aggregate shall not exceed 2-inches. Asphalt pavement removed by excavator or mechanical means other than cold milling shall be hauled off and disposed of in accordance with Federal and State Regulations. All the material removed at Harry S. Truman Lake and Stockton Lake shall be hauled off and disposed of in accordance with Federal and State Regulations.

(End of Summary of Changes)

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