A22_Amendment_0001_W912P819B0019-0001.pdf

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

Reference Solicitation No. W912P819B0019, for West Bank Mississippi River Levee, New Orleans To Venice, NOV-10, Happy Jack To Nairn, Plaquemines Parish, Louisiana, is amended as follow s:

Please see continuation pages for changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 11-Jan-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 W912P819B0019

X 9B. DATED (SEE ITEM 11)

20-Dec-2018

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

11-Jan-2019

CODE

VICKSBURG DISTRICT CONTRACTING OFFICE

4155 CLAY ST.

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P819B0019

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

Description:

Specification 32 12 16.00 12 ASPHALTIC PAVEMENT – Description of change is the third sentence of paragraph 1.5.1 was updated to remove the word “base” and now states

“Measurement for asphaltic pavement will be made by the square yard. Payment will be made at the contract unit price per square yard for "Asphaltic Pavement (6" Thick PG 70-22m)." Price and payment shall constitute full compensation for furnishing all plant, labor, materials, base, subbase, asphaltic pavement, testing, and equipment required to complete the work as specified herein and as shown on the drawings.”

NOV-10 SPECIFICATIONS

1.4 INSPECTION AND TESTING

1.4.1 Asphalt

Samples and testing will be handled at the Contractor's expense by an independent testing laboratory acceptable to the Contracting Officer.

Inspection and testing services will be required for design and control of plant mixes (using Marshall method) and field density in order to determine compliance with specified provisions herein.

1.4.1.1 Testing for Quality Control

At least one series of plant tests shall be conducted on every fifty tons or fraction thereof of asphalt run, or each day's run of lesser amount.

Each series of tests shall consist of Marshall Stability and Flow (according to TPM TR 305) and Percent Voids (percent Voids) and Percent Voids Filled with Asphalt (percent VFA) (according to TPM TR 304), performed on 4 different samples. Briquettes shall be molded to be used in density tests computations. The results of these tests shall conform with the requirements of Table 502-4 in LSSRB 502 for Type 3, mixes. The results shall be submitted to the Contracting Officer. In the event that the results show deviations from the standards, the Contractor shall be responsible for the necessary adjustments.

1.4.1.2 Testing for Acceptance

Upon completion of compaction, pavement samples shall be obtained within the area represented by that run, in accordance with LSSRB 502.11. The density requirements for the average of the two samples will be as shown in Table 502-4 of LSSRB 502, as determined in accordance with TPM TR 304.

Acceptance requirements and testing shall be in accordance with LSSRB 502.10, LSSRB 502.11, and LSSRB 502.12, unless otherwise specified, except for statements about payment and payment adjustments.

1.5 MEASUREMENT AND PAYMENT

1.5.1 Asphaltic Pavement

Measurement for asphaltic pavement will be made by the square yard.

Payment will be made at the contract unit price per square yard for "Asphaltic Pavement (6" Thick PG 70-22m)." Price and payment shall constitute full compensation for furnishing all plant, labor, materials, subbase, asphaltic pavement, testing, and equipment required to complete the work as specified herein and as shown on the drawings.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Asphaltic Concrete Mixtures; G, Asphaltic concrete mixes shall be submitted for approval to the Contracting Officer before paving operations begin. The submitted

SECTION 32 12 16.00 12 Page 5