A22_W912EE-16-B-0008-0002.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. W912EE-16-B-0008, for FC/MR&T, Yazoo River Basin, Yazoo River, Sardis Lake, Mississippi, Paradise Point Beach / Pavilion Parking is amended as follow s:

SEE CONTINUATION PAGE FOR 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 11-Jul-2016

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 W912EE-16-B-0008

X 9B. DATED (SEE ITEM 11)

08-Jun-2016

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-Jul-2016

CODE

VICKSBURG 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:

W912EE-16-B-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SPECIFICATIONS: Section 32 12 17.00 09 is revised and replaced.

Specifications revised by this amendment have the notation "Revised by Amendment 0002" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck.

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 12 17.00 09

HOT MIX ASPHALT PAVEMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.3 PREPARATION, STORAGE, AND TRANSPORTATION OF HOT MIX ASPHALT MIXTURE

1.4 WEATHER LIMITATIONS

PART 2 PRODUCTS

2.1 HOT MIX ASPHALT PAVEMENT

2.1.1 Aggregates

2.1.2 Bituminous Materials

2.2 COMPOSITION OF MIXTURE

2.2.1 Job-Mix Formula

2.2.2 Mixture Properties

2.3 ACCEPTABILITY OF HOT MIX ASPHALT

PART 3 EXECUTION

3.1 PLANT, EQUIPMENT, MACHINES, AND TOOLS

3.2 SEQUENCE OF OPERATIONS

3.3 ACCESS TO PLANT AND EQUIPMENT

3.4 GRADE CONTROL

3.5 GRADE AND SURFACE SMOOTHNESS REQUIREMENTS

3.6 BASE COURSE CONDITIONING

3.7 PRIME COATING AND TACK COATING

3.8 PLACEMENT AND COMPACTION OF PAVEMENT

3.9 PROTECTION OF PAVEMENT

3.10 SAMPLING AND TESTING

3.11 ACCEPTABILITY OF WORK

3.11.1 Density

3.11.2 Thickness

3.11.3 Surface Tolerances

-- End of Section Table of Contents --

SECTION 32 12 17.00 09 Page 1 Revised By Amendment 0002

SECTION 32 12 17.00 09

HOT MIX ASPHALT PAVEMENT

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all 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

Admixtures; G

Submit manufacturer's catalog data for admixtures.

Hot Mix Asphalt Materials; G

Submit mill test reports for hot mix asphalt materials.

SD-06 Test Reports

Job-Mix Formula; G

Submit materials test results for asphalt content design.

SD-07 Certificates

Hot Mix Asphalt (HMA); G

Submit manufacturer's certification that mix meets job-mix specification.

1.2 REGULATORY REQUIREMENTS

The regulation requirements listed below form a part of this specification to the extent referenced. The regulatory requirements are referred to in the text by basic designation only.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION (MDOT)

MDOT (2004) Mississippi Standard Specifications for Road and Bridge Construction, and Current Errata

Measurement and payment provisions within the above referenced standard specifications will not apply. Measurement and payment shall be in accordance with Section 01 22 00.00 09 MEASUREMENT AND PAYMENT.

1.3 PREPARATION, STORAGE, AND TRANSPORTATION OF HOT MIX ASPHALT MIXTURE

The hot mix asphalt mixture shall be prepared, stored, and transported as specified in MDOT, Section 401 "Hot Mix Asphalt (HMA)-General".

SECTION 32 12 17.00 09 Page 2

1.4 WEATHER LIMITATIONS

Weather limitations for the construction of hot mix asphalt pavement shall be as specified in MDOT, Section 401 "Hot Mix Asphalt (HMA)-General".

PART 2 PRODUCTS

2.1 HOT MIX ASPHALT PAVEMENT

Hot mix asphalt (HMA) shall consist of a uniform mixture of asphalt, aggregate, and when required or necessary to obtain desired properties, anti-stripping agent and/or other materials, as specified in MDOT, Section 401 "Hot Mix Asphalt (HMA)-General"

2.1.1 Aggregates

Aggregates shall meet the requirements as specified in MDOT, Section 703 "Aggregates", subsection 703.06 "Aggregate for Hot Mix Asphalt".

2.1.2 Bituminous Materials

Bituminous material shall meet the requirements as specified in MDOT, Section 702 "Bituminous Materials" for asphalt cement conforming to AASHTO Designation: M 320, Performance Grade PG 67-22.

2.2 COMPOSITION OF MIXTURE

2.2.1 Job-Mix Formula

The Contractor shall determine the job-mix formula as specified in MDOT, Section 401 "Hot Mix Asphalt (HMA)-General" and submit the information listed in MS MDOT, Section 401 "Hot Mix Asphalt (HMA)-General", subsection

401.02.3.2 "Job Mix Formula", for a Standard Type (ST) 12.5mm mixture.

Submit to the Contracting Officer for approval at least 30 days prior to the time of proposed use. Samples are not required. Full manufacturers' data for any admixtures and mill test reports for hot mix asphalt materials are required to be submitted.

Tentative approval of the proposed job-mix formula will be made in writing.

The job-mix formula will remain tentative until satisfactory performance of the mix is determined by construction on the job.

2.2.2 Mixture Properties

The finished mixture shall meet the requirements as specified in MDOT, Section 401 "Hot Mix Asphalt (HMA)-General", subsection 401.02.3.1.1 "Mixture Properties".

2.3 ACCEPTABILITY OF HOT MIX ASPHALT

The Contractor shall furnish written certification that all hot mix asphalt (HMA) mix used on the job meets the specifications of the job-mix formula within the tolerances allowed by MDOT, Section 401 "Hot Mix Asphalt (HMA)-General", subsection 401.02.6 "Standards of Acceptance".

SECTION 32 12 17.00 09 Page 3

PART 3 EXECUTION

3.1 PLANT, EQUIPMENT, MACHINES, AND TOOLS

Plant, equipment, machines, and tools for the manufacture and construction of hot mix asphalt pavement shall be as specified in MDOT, Section 401 "Hot Mix Asphalt (HMA)-General".

3.2 SEQUENCE OF OPERATIONS

The Contractor shall submit a sequence of operations similar to the one specified in MDOT, Section 403 "Hot Mix Asphalt Pavement", subsection

403.03.5.2 "Sequence of Operations" to the Contracting Officer for approval at least 30 days prior to the beginning of any work described in the task order.

3.3 ACCESS TO PLANT AND EQUIPMENT

The Contracting Officer shall have access at all times to all parts of the paving plant for checking the adequacy of the equipment in use; inspecting operation of the plant; verifying weights, proportions, and character of materials; and checking temperatures maintained in the preparation of the bituminous hot mix.

3.4 GRADE CONTROL

Lines and grades shall be established and maintained by means of line and grade control stakes placed at the site by the Contractor.

3.5 GRADE AND SURFACE SMOOTHNESS REQUIREMENTS

Grade and surface smoothness requirements shall be as specified in MDOT, Section 403 "Hot Mix Asphalt Pavement", subsection 403.03.2 "Smoothness Tolerances", except that Profile Index requirements do not apply.

3.6 BASE COURSE CONDITIONING

The base course shall be inspected for adequate compaction and compliance with surface tolerances as specified in MDOT, Section 304 "Granular Courses" prior to construction of the hot mix asphalt pavement. Unsatisfactory areas shall be corrected at no additional cost to the Government.

3.7 PRIME COATING AND TACK COATING

The surface of previously constructed granular base course shall be prime coated with AE-P or EA-1 grade bituminous material as specified in MDOT, Section 408 "Prime Coat" and Table 410-A. The vertical surface of any adjoining pavement shall be tack coated with a light coat of CSS-1 or CSS-1h bituminous material as specified in MDOT, Section 407 "Tack Coat" and Table 410-A.

3.8 PLACEMENT AND COMPACTION OF PAVEMENT

Placement and compaction of hot mix asphalt pavement shall be as specified in MDOT, Section 403 "Hot Mix Asphalt Pavement".

3.9 PROTECTION OF PAVEMENT

After final rolling, no vehicular traffic of any kind shall be permitted on

SECTION 32 12 17.00 09 Page 4 the pavement until the pavement has cooled to a temperature of 140 degrees F.

3.10 SAMPLING AND TESTING

The Contractor shall be responsible for all check and assurance testing.

This includes the Contractor performing all tests that MDOT indicate will be performed by the "Department" or "Engineer". The Contractor shall perform a sufficient number of each of the required tests to demonstrate to the Contracting Officer that the specifications have been complied with.

Testing procedures and frequency shall be in accordance with the applicable section of MDOT. The Government reserves the right to perform independent tests and checks.

3.11 ACCEPTABILITY OF WORK

3.11.1 Density

The lot density shall meet the requirements of MDOT, Section 401 "Hot Mix Asphalt (HMA)-General", subsection 401.03.1.4 "Density". Pavement not meeting density requirements shall be removed and replaced with acceptable hot mix asphalt pavement at no additional cost to the Government.

3.11.2 Thickness

Thickness requirements shall be as specified in MDOT, Section 403 "Hot Mix Asphalt Pavement", subsection 403.03.3 "Thickness Requirements".

3.11.3 Surface Tolerances

Surface tolerances shall be as specified in MDOT, Section 403 "Hot Mix Asphalt Pavement", subsection 403.03.2 "Smoothness Tolerances". Out of tolerance work shall be corrected as specified in MDOT, Section 403 "Hot Mix Asphalt Pavement", subsection 403.03.4 "Lift Corrections".

-- End of Section --

SECTION 32 12 17.00 09 Page 5