W912P9-10-C-0401-P00001.pdf

W81C8X92225958

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 unilateral, change order modification is issued for the purpose of reducing the limits of rip rap placement on low er slope near boat ramp and parking lot, eliminate milling, 2” bituminous concrete, concrete, and parking lot improvements, and provide revised draw ings as follow s on page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 28-Dec-2009

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)

9B. DATED (SEE ITEM 11)

X W912P9-10-C-0401

10B. DATED (SEE ITEM 13)

X

9A. AMENDMENT OF SOLICITATION NO.

15-Oct-2009

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, 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.

X

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

FAR Part 43

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 X 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.

P00001

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

6. ISSUED BY

3. EFFECTIVE DATE

28-Dec-2009

CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

SUPERIOR/LAKESHORE JV

CARLOS FRANKLIN

3511MCCORKLE RD

MEMPHIS TN 38116-3923

FACILITY CODE5P1V4CODE

Archie.C.Ringgenberg@usace.army.milEMAIL:314 331-8505TEL:

ARCHIE C RINGGENBERG / CONTRACTING OFFICER

Modification Control Number: b3ct9dcw 10270

W912P9-10-C-0401 P00001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

CONTINUATION PAGE - MOD 1

a. Revised Drawings -

KC12-C-02

Rip rap placement on lower slope removed, pavement repair reduced to only aggregate base course and bituminous concrete base, access gate not to be replaced, and CMP extension removed.

KC12-C-05

Rip rap removed from lower slope of Typical Section Rip Rap Repair Sta 23+50 to Sta 24+50 and Sta 28+50 to Sta 32+40.

KC12-C-06

Rip rap removed from lower slope of Typical Section — Rip Rap Repair Sta 24+50 to Sta 28+50

b. Revised Specifications:

Replace specification section 02111 “Removals” with attached version Removed reference to milled bituminous concrete pavement in paragraph 3.1.

Replace specification section 02740 “Bituminous Concrete Paving” with attached version.

Revised to reflect changes to pavement repair and elimination of 2” bituminous concrete.

Remove specification section 03310 “Concrete”. Section is no longer applicable.

The prime contractor and subcontractors will Stop Work immediately on the reduced efforts. The contractor shall provide a price reduction proposal for the reduced efforts 15 JAN 2010.

All other terms and conditions remain the same.

SEE ATTACHMENT.

(END)

(End of Summary of Changes)

KC12-CI-02.1R.dgn 12/23/2009 2:56:28 PM

KC12-CI-05.2R.dgn 12/23/2009 2:57:33 PM

KC12-CI-06.2R.dgn 12/23/2009 2:58:17 PM

23 December 2009

02111-i (22-09)

INDEX

DIVISION 2 - SITE WORK .

Par. Page No. Paragraph Title No.

SECTION 02111

REMOVALS AND DEBRIS CLEANUP

PART 1 - GENERAL

1.1 SCOPE 02111-1

1.2 REFERENCES 02111-1

1.3 GENERAL REQUIREMENTS 02111-1

1.4 QUALITY CONTROL 02111-1

1.5 SUBMITTALS 02111-1

1.6 DUST CONTROL 02111-1

1.7 PROTECTION 02111-2

1.8 BURNING 02111-2

PART 2 - MATERIALS (Not Applicable)

PART 3 - EXECUTION

3.1 REMOVALS 02111-2

3.2 DEBRIS CLEANUP 02111-2

3.3 DISPOSITION OF MATERIAL 02111-2

3.4 CLEAN UP 02111-2

02111-1 (22-09)

SECTION 02111

REMOVALS AND DEBRIS CLEANUP

PART 1 - GENERAL

1.1 SCOPE. The work covered by this section consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for the removals and debris cleanup of the area specified herein and the disposal of such materials.

1.2 REFERENCES. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.2.1 ENGINEERING MANUALS (EM).

EM 385-1-1 U.S. Army Corps of Engineers Safety and Health

Requirements Manual

1.3 GENERAL REQUIREMENTS. Removal and debris material shall be removed from the property daily, unless otherwise directed, to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer. In the interest of occupational safety and health, the work shall be performed in accordance with EM 385-1-1, Section 23, DEMOLITION, and other applicable sections. In the interest of conservation, salvage shall be pursued to the maximum extent possible; salvaged items and materials shall be disposed of as specified herein.

1.4 QUALITY CONTROL. The Contractor shall establish and maintain quality control for removals and debris cleanup operations to assure compliance with contract requirements, and maintain records of quality control for all construction operations including but not limited to the following:

(a) Removals. Type of removal.

(b) Debris Cleanup. Limits for debris removal.

(c) Disposition of Removals and Debris Cleanup. Method and location of disposition.

1.4.1 Reporting. A copy of these records of inspections and tests, as well as the records of corrective action taken, shall be furnished to the Government daily.

1.5 SUBMITTALS. Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted to the Contracting Officer in accordance with SECTION 01300 - SUBMITTAL PROCEDURES:

1.5.1 Statements. Removal and Debris Cleanup; FIO. This work plan shall include the procedures proposed for the accomplishment of the work. The procedures shall provide for safe conduct of the work, careful removal and disposition of materials, protection of property, that is to remain undisturbed, and coordination with other work in progress. The procedures shall include a detailed description of the methods and equipment to be used for each operation, and the sequence of operations in accordance with EM 385-1-1.

1.6 DUST CONTROL. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area.

02111-2 (22-09)

Use of water shall not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding, or pollution.

1.7 PROTECTION.

1.7.1 Protection of Existing Property. Before beginning any removals and debris cleanup work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of, the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required.

1.7.2 Environmental Protection. The work shall comply with the requirements of SECTION 01130 - ENVIRONMENTAL PROTECTION.

1.8 BURNING. The use of burning at the project site shall not be permitted.

PART 2 - PRODUCTS (Not Applicable)

3.1 REMOVALS. The Contractor shall remove items from within the construction limits shown on the drawings. Removals shall include; existing guardrail and posts; and highway road signs.

3.2 DEBRIS CLEANUP. The Contractor shall remove all debris larger that 3 inches in diameter to include discarded man-made objects such as glass, plastic, etc. located within the construction limits shown on the drawings.

3.3 DISPOSITION OF MATERIAL.

3.3.1 Preservation, Recovery, and Salvage of Material. The Contractor shall salvage items and material to the maximum extent possible. Material salvaged for the Contractor shall be stored as approved by the Contracting Officer and shall be removed from the property before completion of the contract. Material salvaged for the Contractor will not be sold on the site.

3.3.2 Unsalvageable Material. Unsalvageable material shall be disposed of offsite in accordance with all Federal, State, and local laws.

3.4 CLEAN UP. Debris and rubbish shall be removed from the project site and transported in a manner that prevents spillage on streets or adjacent areas. All Federal, State and local regulations regarding hauling shall apply.

-- END OF SECTION 02111 --

02740-i (22-09)

INDEX

DIVISION 2 – SITE WORK

Par. Paragraph Page No. Title No.__

SECTION 02740

BITUMINOUS CONCRETE PAVING

PART 1 GENERAL

1.1 SCOPE 02740-1

1.2 QUALITY CONTROL 02740-1

1.3 REFERENCES 02740-1

1.4 SUBMITTALS 02740-2

PART 2 PRODUCTS

2.1 BITUMINOUS CONCRETE PAVEMENT 02740-2

2.2 AGGREGATE BASE COURSE 02740-2

2.3 PRIME COAT 02740-3

PART 3 EXECUTION

3.1 AGGREGATE BASE COURSE 02740-3

02740-1 (22-09)

SECTION 02740

BITUMINOUS CONCRETE PAVING

PART 1 - GENERAL

1.1 SCOPE. The work covered by this section consists of furnishing all plant, labor, materials and equipment, and performing all operations necessary to complete the work as shown on the drawings and as specified herein.

1.2 QUALITY CONTROL.

1.2.1 General. The Contractor shall establish and maintain quality control for all operations to assure compliance with contract requirements and maintain records of quality control for all construction operations, including but not limited to the following:

(1) Crushed aggregate base course: material gradation, stone quality, placement and compaction.

(2) Prime coat: material quality and application.

(3) Bituminous concrete: mix, temperature, placing, density, lines and grade. At the beginning of production the Contractor shall run an extraction test in conformance with ASTM D 2172 and sieve test in conformance with ASTM C 136 on each of the asphaltic concrete mixtures being used. The Contracting Officer will require additional extraction and sieve tests, at the Contractor’s expense if the material appears unacceptable.

1.2.2 Reporting. A copy of these records and tests, as well as the records of corrective action taken, shall be furnished to the Government daily.

1.3 REFERENCES. All referenced publications shall be the most current version, edition, standard, latest revision, or reapproval unless otherwise stated. The publications and standards listed below will be referred to only by the basic designation, and shall form a part of this specification to the extent indicated by the references thereto:

1.3.1 American Society for Testing and Materials (ASTM).

C 136 Sieve Analysis of Fine and Coarse Aggregates

D 698 Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft.

(600kN-m/cu. m.))

D 1556 Standard Test Method for Density and Unit Weight of Soil in Place By The Sand-Cone Method

D 2172 Quantitative Extraction of Bitumen from

Bituminous Paving Mixtures

1.3.2 Illinois Department of Transportation (IDOT). The material for, and construction of the crushed aggregate base course, bituminous concrete removal, and bituminous concrete pavement shall conform to the provisions of the hereinafter cited sections and, as specified articles of the IDOT, "Standard Specifications for Road and Bridge Construction”, and “Standard Plans" adopted January 1, 2007 except as noted herein. The term "Engineer" as used therein shall be interpreted to mean "Contracting Officer."

02740-2 (22-09)

1.4 SUBMITTALS. Government approval is required for submittals with a

GA designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with SECTION 01300

SUBMITTAL PROCEDURES:

1.4.1 Statements. Job Mix Design; GA. Submit not later than 30 days prior to the laying of bituminous concrete the job mix design for each type of bituminous concrete to be used on the project, prepared in accordance with

IDOT SECTION 406, HOT-MIX ASPHALT BINDER AND SURFACE COURSE .

1.4.2 Certificates. FIO. A certificate of inspection shall be submitted for each shipment of bituminous concrete used in the work. A certificate of compliance shall be submitted for each shipment that the aggregate base material meets IDOT specification requirements.

1.4.3. Aggregate Base Material; FIO. Submit a certificate of inspection for each shipment of the aggregate base material indicating the material meets IDOT specifications.

PART 2 - PRODUCTS

2.1 BITUMINOUS CONCRETE PAVEMENT.

2.1.1 General. This work shall consist of the construction of a bituminous concrete leveling binder on a prepared base, constructed to the lines, grades, and thickness at the locations indicated on the plans or as directed by the Contracting Officer. Bituminous concrete pavements shall meet the requirements of Section 406, HOT-MIX ASPHALT BINDER AND SURFACE COURSE except as noted herein.

2.1.2 Equipment and Construction. Equipment used in the production and placement of the bituminous concrete pavement shall meet the requirements of IDOT SECTION 406.03. Construction methods shall meet the requirements of IDOT specification SECTION 406.04-406.12.

2.1.3 Job Mix Design. Mix designs for the specific mixes called for on the plans shall be established by the Illinois Department of Transportation (IDOT) or by the Contractor at his/her option as specified in IDOT specification SECTION 1030 HOT-MIX ASPHALT. Mix designs provided by IDOT will be acceptable provided the same material sources are used for the materials included in the mix. In the event a job mix design is not available from IDOT the Contractor shall be responsible for the design of the bituminous mixes.

2.2 AGGREGATE BASE COURSE.

2.2.1 General. This work shall consist of the installation of an aggregate base course in damage areas as directed by the Government. The aggregate base course shall meet the applicable requirements of the IDOT specification SECTION 358, REPAIR AND PREPARATION OF BASE COURSE except as noted herein.

2.2.2 Materials. The material used in the construction of the aggregate base course shall consist of crushed stone meeting the requirements of the IDOT specification SECTION 1004, COARSE AGGREGATES, and further, meeting the gradation requirements for CA 6.

02740-3 (22-09)

2.3 PRIME COAT.

2.3.1 Aggregate Base Course. A bituminous prime coat material of MC-30 shall be applied to the prepared aggregate base course in accordance with IDOT specification SECTION 406.02. The prime coat shall be applied at the rate of

0.30 gallons per square yard. The prime coat shall be allowed to cure until the penetration has been approved by the Contracting Officer, but at no time shall the curing period be less than 24 hours. The Contractor shall take special precautions to prevent over spray of the prime coat.

3.1 AGGREGATE BASE COURSE.

3.1.1 Repair Areas. The Contracting Officer will determine the areas to be repair. The Contractor will be directed to remove the damage area to a depth as determine in the field and replace the excavated material with compacted aggregate base course to within 2 inches of the finish grade. After the aggregate base course is placed and compacted the Contractor shall place a 2 inch layer of bituminous concrete leveling binder material conforming to the requirements with IDOT specification SECTION 406, HOT-MIX ASPHALT BINDER AND SURFACE COURSE. The excavated material shall be disposed of offsite in accordance with all Federal, State, and local laws.

3.1.2 Construction Requirements. The base course shall be constructed in layers not exceeding 6 inches compacted, except that if test indicate that the required compaction is not being obtained, the lift thickness shall be reduced to facilitate compaction. The aggregate shall be placed so as to prevent segregation of the material. Aggregate shall be spread on the prepared subgrade by tailgating from trucks to the desired lift thickness or placed with a spreader box or asphalt laydown machine, or by other means as approved by the Contracting Officer. The aggregate base material shall be placed within 2 percent of the optimum moisture content and compacted to not less than 100 percent of the maximum dry density as determined by ASTM D 698.

A total of 1 in place density tests for each repair area shall be performed on the aggregate base material. In-place density shall be determined in accordance with ASTM D 1556.

3.1.3 Grade and Thickness Tolerances. After compaction the aggregate base course shall be tested for grade and smoothness. The finished surface of the aggregate base course shall not vary from plan grade by more the 1 inch.

The finished surface shall be relatively smooth and free from ruts, bumps and depressions. When the constructed thickness is less than 1 inch below the plan grade, aggregate shall be added to obtain the required specified thickness.

-- END OF SECTION 02740 --