A22_W912EE-17-B-0003-0001.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 W912EE-17-B-0003 for Flood Control, Mississippi River and Tributaries, East Bank Mississippi River Levees, Magna Vista-Brunsw ick, MS, Paving Item 468-L.

See Continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 04-May-2017

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-17-B-0003

X 9B. DATED (SEE ITEM 11)

06-Apr-2017

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 X 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.

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

04-May-2017

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-17-B-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

BID OPENING DATE AND TIME: A new bid opening date and time of 11 May 2017 at 14:00 hours (2:00 p.m. local time of bid opening) is established.

BID SCHEDULE: The Bid Schedule is Revised and Replaced.

SPECIFICATIONS: Section 01 00 00.00 09, Section 01 22 00.00 09, Section 01 33 00, Section 01 45 04.00 09 and Section 32 11 23.00 09 are revised and replaced.

Section 01 45 00.15 09 has been added.

Section 01 45 02.00 09 has been deleted.

Specifications revised by this amendment have the notation "Revised by Amendment 0001" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck. Specifications added by this amendment have the notation “Added by Amendment 0001” at the bottom of the page. Specifications deleted by this amendment have the notation “Deleted by Amendment 0001” at the bottom of the page.

(End of Summary of Changes)

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

EAST BANK MISSISSIPPI RIVER LEVEES

MAGNA VISTA-BRUNSWICK, MS

PAVING ITEM 468-L

ITEM DESCRIPTION

EST

QTY U/M

UNIT

PRICE AMOUNT

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB FOR $__________

0002 ASPHALT 12.5 mm 8,300 TON $________ $__________

0003 ASPHALT 19.0 mm 8,300 TON $________ $__________

0004 CRUSHED STONE 2,000 TON $________ $__________

0005* WHITE EDGE STRIPE – 6” 1 JOB FOR $__________

0006* YELLOW STRIPE – 6” 1 JOB FOR $__________

0007* TWO-WAY REFLECTIVE MARKERS 1 JOB FOR $__________

Total $__________

* Denotes changes from the previous Bidding Schedule.

“Revised by Amendment 0001”

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 09

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PARTNERING

1.4 RIGHTS-OF-WAY

1.5 LAYOUT AND MARKING OF RIGHTS-OF-WAY

1.6 PRECONSTRUCTION CONFERENCE

1.7 SUBMITTAL OF SUBCONTRACTING PLAN

1.8 NOTIFICATION OF AREA ENGINEER BEFORE BEGINNING WORK

1.9 ORDER OF WORK

1.10 PROGRESS CHART

1.11 DESIGNATED BILLING OFFICE

1.12 PAYMENT INVOICES

1.13 TEMPORARY PROJECT FENCING

1.14 AS-BUILT DRAWINGS

1.15 PROJECT SIGN (APR 1991)

1.16 MINIMUM REQUIRED INSURANCE

1.17 WORK IN QUARANTINED AREA

1.18 CERTIFICATES OF COMPLIANCE

1.19 PROCESS FOR OBTAINING CURRENT REQUIREMENTS OF THE U.S. ARMY CORPS

OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL (EM 385-1-1)

1.20 SAFETY SIGN

1.21 ACCIDENT PREVENTION PLAN

1.22 DAILY INSPECTIONS

1.23 ACCIDENT INVESTIGATIONS AND REPORTING

1.24 MACHINERY AND MECHANIZED EQUIPMENT

1.25 VEHICLE WEIGHT LIMITATIONS

1.26 PUBLIC AND PRIVATE UTILITIES

1.27 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.28 CONTROL OF ACCESS TO CONSTRUCTION AREAS

1.29 MAINTENANCE OF TRAFFIC

1.30 HARBOR MAINTENANCE FEE

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 00 00.00 09 Page 1 Revised By Amendment 0001

SECTION 01 00 00.00 09

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

19 CFR 24.24 Harbor Maintenance Fee

33 CFR 156 Oil and Hazardous Material Transfer Operations

1.2 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-01 Preconstruction Submittals

ACCIDENT PREVENTION PLAN; G, GA

1.3 PARTNERING

The Government encourages formation of informal project partnerships on all projects. A project partnership strives to utilize a cooperative working relationship to jointly establish and effectively reach mutual project execution goals. The partnering process will in no way relax or stiffen the requirements of the contract, but will enhance the likelihood of success through improved working relationships. The possibility of an informal partnership may be discussed at the Pre-construction Conference for this project.

1.4 RIGHTS-OF-WAY

a. The rights-of-way for the work to be constructed under this contract, within the limits indicated on the drawings, will be provided

SECTION 01 00 00.00 09 Page 2 by the Government without cost to the Contractor. If these rights-of-way are used by the Contractor, he shall, at his own expense, do all work necessary to make such rights-of-way suitable for traveling to and from the worksite. Upon completion of the Contractor's work, any such rights-of-way furnished by the Government shall be left in a condition satisfactory to the Contracting Officer.

b. When so directed by the Contracting Officer, the Contractor shall, without expense to the Government and at any time during the progress of the work when it is not being actively used for contract operations, promptly vacate and clean up any part of the Government grounds or rights-of-way that have been allotted to or have been in use by the Contractor.

c. The Contractor shall not obstruct any existing roads on lands controlled by the United States except with written permission of the Contracting Officer and shall maintain such roads in as good condition as exists at the time of commencement of work under this contract.

d. The Contractor shall procure, without expense to the Government, all additional lands, access roads, or rights-of-way necessary for his use in the performance of the work or as required by his method of operation. The Contractor shall submit written evidence to the Contracting Officer that he has obtained the rights-of-way from the property owners. The written evidence shall consist of an authenticated copy of the conveyance under which the Contractor acquired such rights-of-way, prepared and executed in accordance with the laws of the State in which the land is located. The Contractor shall also obtain from the owners a release for the Government for any damages which may result from his use of such rights-of-way. The written conveyance and release shall be provided to the Government prior to use of Contractor obtained additional lands, access roads, or rights-of-way. If temporary rights-of-way are obtained by the Contractor the period of time for those rights shall coincide with Section 00 80 00.00 09 SPECIAL CONTRACT REQUIREMENTS, paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, plus a reasonable time for any extension granted for the completion of the work. Any agreements or permits with levee boards, counties, parishes, municipalities, or other political subdivisions for moving material and equipment will be the responsibility of the Contractor and shall be obtained at no expense to the Government. Any delays to the Contractor resulting from delays in procuring such additional lands, access roads, rights-of-way, or permits for moving material and equipment for his work under this contract will not be a basis for any claim for increase in the cost of this contract. The Contractor shall make his own investigations to determine the conditions, restrictions and difficulties which may be encountered in acquiring such rights-of-way and in the transportation of material and equipment. In addition, the Contractor shall be solely liable for any and all damages and claims of any nature whatsoever arising from or growing out of the acquisition and use of rights-of-way, etc., other than those furnished by the Government.

e. Notwithstanding any language or drawings to the contrary in this contract, the United States will not provide access or rights-of-way over any public lands and will not be responsible for acquiring such.

SECTION 01 00 00.00 09 Page 3

f. The Contractor shall repair at no expense to the Government, any and all damage to any existing roads when such damage is a result of his operations under this contract. (CEMVK-OC, 1989)

1.5 LAYOUT AND MARKING OF RIGHTS-OF-WAY

The Contractor shall layout and mark the rights-of-way limits as indicated on the drawings prior to beginning any other work, unless otherwise approved. The marking shall be placed at intervals approved by the Contracting Officer. The rights-of-way limits shall be marked by stakes, flagging or other approved means. The marking shall be highly visible from a distance of at least 100 feet, and shall be maintained for the duration of the contract. If the rights-of-way marking should fade significantly in color, become damaged or lost as a result of the Contractor's operation or as a result of vandalism, or in any other way cease to function as a highly visible marker of the rights-of-way limits, the Contractor shall layout and restore the marking to the original condition. After all work is complete and upon approval of the Contracting Officer, the Contractor shall remove all marking. No separate payment will be made for layout, marking and maintaining the rights-of-way limits or for removing the marking.

1.6 PRECONSTRUCTION CONFERENCE

a. A preconstruction conference will be arranged by the Area Engineer as soon after contract award as possible, and the conference will be conducted before work is allowed to commence. The Area Engineer will notify the Contractor of the time, date, and location for the meeting.

At this conference, the Contractor will be oriented with respect to contract administration procedures, lines of authority, and construction matters. All known subcontractors performing at least 20 percent of the contract are required to attend this conference.

Additional conferences may be established by the Area Engineer for any major subcontractors unknown at the time of the initial conference.

b. Submission by the Contractor of the items listed below will determine the date of the conference. The following items shall be submitted to the Area Engineer for review at least seven (7) calendar days prior to the preconstruction conference:

(1) Accident Prevention Plan

(2) Quality Control Plan

(3) Environmental Protection Plan

c. The Contractor shall bring to this conference, in completed form, the following:

(1) Letter of superintendent appointment and authority

(2) List of subcontractors

d. The Contractor should bring to this conference, or at least be prepared to discuss, the following:

(1) Submittal register

(2) Progress chart or Network Analysis System (as applicable)

SECTION 01 00 00.00 09 Page 4

e. Minutes of this conference will be taken and prepared by the Area Engineer and sent to the Contractor for his concurrence and signature.

1.7 SUBMITTAL OF SUBCONTRACTING PLAN

a. This paragraph does not apply to small business concerns.

b. After bid opening, and within 7 days, the apparent low bidder, upon telephone notification by the Small and Disadvantaged Business Utilization Specialist, shall submit a Small and Disadvantaged Business Subcontracting Plan. The plan shall be submitted in accordance with the Contract Clauses SMALL BUSINESS SUBCONTRACTING PLAN - ALTERNATE I and SMALL, SMALL DISADVANTAGED AND WOMEN-OWNED SMALL BUSINESS SUBCONTRACTING PLAN, and the person responsible for administering the plan shall be named in paragraph AGENT FOR SUBMITTING SMALL BUSINESS SUBCONTRACTING PLAN of the Representations and Certifications.

1.8 NOTIFICATION OF AREA ENGINEER BEFORE BEGINNING WORK

At least 7 days before beginning work, and at least one day before resuming work after a period of 7 days or more when no work has been performed, the Contractor shall notify U.S. Army Corps of Engineers, Mr. Lamar Jenkins, Acting Area Engineer, Greenwood Area Office, 100 Moore Street, Greenwood, Mississippi 38930-4512, telephone (662) 453-5531.

1.9 ORDER OF WORK

The work shall be carried on in accordance with the Progress Chart (schedule) required by paragraph (a) of the Contract Clause SCHEDULES FOR CONSTRUCTION CONTRACTS. In preparing the Progress Chart (schedule), the Contractor shall adhere to the following order of work:

Paving work shall be the last item of work to be completed.

1. Shaping, grading, and conditioning of existing crushed stone.

2. Preparation and execution of Bituminous Prime and Tack Coats.

3. Sequence of HMA Operations as submitted by Contractor and approved by Contracting Officer.

4. Placement of Granular Shoulders

5. Pavement Markings

1.10 PROGRESS CHART

The progress chart required by provisions of paragraph (a) of the Contract Clause SCHEDULES FOR CONSTRUCTION CONTRACTS shall be prepared on ENG FORM 2454, copies of which will be furnished to the Contractor by the Government. Three (3) copies of the schedule will be required. The Progress Chart shall be periodically updated.

1.11 DESIGNATED BILLING OFFICE

The designated billing office for this contract shall be U.S. Army Corps of Engineers, Greenwood Area Office, 100 Moore Street, Greenwood, Mississippi 38930-4512.

SECTION 01 00 00.00 09 Page 5

1.12 PAYMENT INVOICES

a. The Federal Acquisition Regulation requires that the "REMIT TO" address on the invoice match the "REMIT TO" address on the contract or a proper notice of assignment. The Payment Office will verify a match of the "REMIT TO" address in the contract and Contractor’s invoice prior to payment. If the addresses do not match, the invoice will be determined improper and returned to the Contractor for correction and resubmission. If an invoice is improperly returned, the original invoice receipt date shall be used as the basis for determining interest to be paid in accordance with the PROMPT PAYMENT ACT.

b. Among other things, the Contract Clause PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS requires that a proper invoice for payment include substantiation of the amounts requested. As required in Office of Management and Budget, Circular A-125 (Rev.), PROMPT PAYMENT, dated December 12, 1989, substantiation of the amount requested for progress payments under construction contracts includes the following:

(1) An itemization of the amounts requested related to the various elements of work required by the contract covered by the payment request;

(2) A listing of the amount included for work performed by each subcontractor under the contract;

(3) A listing of the total amount of each subcontract under the contract;

(4) A listing of the amounts previously paid to each such subcontractor under the contract; and,

(5) Additional supporting data in a form and detail required by the Contracting Officer.

c. Failure to include the above information in a Contractor’s invoice will result in the invoice being considered defective under the provisions of the PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS clause of the contract, and it will be returned to the Contractor for correction and resubmission. (CEMVK-OC, 1997)

1.13 TEMPORARY PROJECT FENCING

Temporary project fencing as required by Section 4, "Temporary Facilities", paragraph 04.A.04 of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual, is not required on this project.

1.14 AS-BUILT DRAWINGS

This paragraph supplements the Contract Clause SPECIFICATIONS AND DRAWINGS

FOR CONSTRUCTION.

a. As-Built Contract Drawings. The Contractor shall maintain two (2) full-size sets of blueline prints of the contract drawings depicting in red a record of as-built conditions. These drawings shall be maintained in current condition at all times during the entire contract period. The blueline drawings shall be updated daily by the Contractor showing all changes from the contract plans which are made in the work, additional information which might be uncovered in the course of

SECTION 01 00 00.00 09 Page 6 construction, and information for future construction reference (such as debris disposed by burying). This information shall be recorded on the blueline prints accurately and neatly by means of details and notes. Each month, prior to submitting a request for progress payment, the Contractor shall review the blueline as-built drawings with the Contracting Officer, and the Contractor shall certify that the as-built drawings are accurate and up-to-date before progress payment is made.

The Contractor shall deliver to the Contracting Officer the two (2) original full-size completed sets of as-built marked blueline prints at the time of the final inspection of the project. In addition, the Contractor shall provide two CD-ROM's, each containing a full-size, 400 dpi PDF (portable document format) set of as-built drawings, to the Contracting Officer at the time of final inspection. The as-built drawings shall be identified by entering the words "AS-BUILT DRAWINGS" in letters at least 3/16-inch high, placed in the lower right corner of each drawing.

b. No separate measurement or payment will be made for providing as-built drawings, as-built shop drawings, electronic drawings and plates, or for any of the work required by this clause, and all costs therefore shall be included in the applicable contract prices contained in the Bidding Schedule.

1.15 PROJECT SIGN (APR 1991)

The Contractor shall fabricate, erect and maintain one sign for project identification. The sign shall be displayed and positioned for reading by passing viewers. The exact location is subject to Contracting Officer's approval. Information for the right side of the project sign shall be as follows:

Title: PAVING ITEM 468-L

Project: FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

EAST BANK MISSISSIPPI RIVER LEVEES

MAGNA VISTA-BRUNSWICK, MS

Contract No: W912EE-167-C-0XXX

Contractor: (Contractor's name and city)

The project identification sign shall meet the requirements specified in the U.S. Army Corps of Engineers Sign (USACES) Standards Manual, EP 310-1-6a and EP 310-1-6b. A copy of the sign standards manual is available for review at the office of the Vicksburg District Sign Program Manager and questions concerning manufacture and installation of the project identification sign may be addressed to:

Vicksburg District Sign Program Manager (Lawran Richter)

ATTN: CEMVK-OD-MN

4155 Clay Street Vicksburg, MS 39183-3435 Telephone: (601) 631-5287

1.16 MINIMUM REQUIRED INSURANCE

The following paragraph is applicable if the services involved are

SECTION 01 00 00.00 09 Page 7 performed on a Government Installation. Government Installation is defined as property where the Government holds by fee simple title, by construction rights-of-way, or perpetual easement, etc., an interest in real property.

See the Contract Clause INSURANCE-WORK ON A GOVERNMENT INSTALLATION.

a. Workmen's Compensation and Employer's Liability Insurance. The Contractor shall comply with all applicable workmen's compensation Statutes of the State of Mississippi and shall furnish evidence of Employer's Liability Insurance in an amount of not less than $100,000.

b. General Liability Insurance. Bodily injury liability insurance in the minimum limits of $500,000 per occurrence on the comprehensive form of policy.

c. Automobile Liability Insurance. Minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage. This insurance shall be on the comprehensive form of policy and shall cover the operation of all automobiles used in performance of the contract.

1.17 WORK IN QUARANTINED AREA

The work called for by this contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues at the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, if this contract involves the identification, shipping, storage, testing, or disposal of soils from such quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5, "Plant Pest Quarantined Areas and Foreign Soil Samples" attachments, a copy of which will be made available by the Contracting Officer upon request. The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.18 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of material with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.19 PROCESS FOR OBTAINING CURRENT REQUIREMENTS OF THE U.S. ARMY CORPS OF

ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL (EM 385-1-1)

Contractors are required to comply with the latest version, and all posted changes, of the U.S. Army Corps of Engineers Safety and Health Requirements Manual in effect on the issue date of this solicitation. EM 385-1-1 version 2014 and changes are available on the Internet at

SECTION 01 00 00.00 09 Page 8 http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx, Search for EM_385-1-1, then click on EM_385-1-1 2014 english version.

Prior to making an offer, offerors should check the referenced website for the latest changes. No separate payment will be made for compliance with the requirements of this paragraph, or for compliance with other safety requirements of the contract.

1.20 SAFETY SIGN

The Contractor shall fabricate, erect and maintain a safety sign at the site, as located by the Contracting Officer. The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current.

The safety sign shall meet the requirements specified in the U.S. Army Corps of Engineers Sign (USACES) Standards Manual, EP 310-1-6a and EP 310-1-6b. A copy of the sign standards manual is available for review at the office of the Vicksburg District Sign Program Manager and questions concerning manufacture and installation of the safety sign may be addressed to:

Vicksburg District Sign Program Manager (Lawran Richter)

ATTN: CEMVK-OD-MN

4155 Clay Street Vicksburg, MS 39183-3435 Telephone: (601) 631-5287

1.21 ACCIDENT PREVENTION PLAN

Refer to the Contract Clause ACCIDENT PREVENTION (Alternate I). Within 15 days after receipt of award of the contract, an Accident Prevention Plan shall be submitted to the Contracting Officer for review and acceptance.

The plan shall be prepared as specified in Appendix A, "Minimum Basic Outline for Accident Prevention Plans" of EM 385-1-1. In addition to the requirements listed, the Contractor shall also submit the required information on the forms outlined below, which can be found on the Vicksburg District Construction Division home page, http://www.mvk.usace.army.mil/Missions/EngineeringandConstructionDivision.aspx, click on Construction Services Branch, then click on Forms.

a. An executed LMV Form 358-R, "Administrative Plan".

b. An executed LMK Form 359-R, "Hazard Analysis" for each definable feature of work.

c. When marine plant and equipment are in use under a contract, the method of fuel oil transfer shall be submitted on LMV Form 414R, "Fuel Oil Transfer-Floating Plant". (Refer to 33 CFR 156.)

d. The Contractor shall not commence physical work at the site until the plan has been accepted by the Contracting Officer, or his authorized representative. At the Contracting Officer's discretion, the Contractor may submit his Hazard Analysis only for the first phase of construction provided that it is accompanied by an outline of the remaining phases of construction. All remaining phases shall be submitted and accepted prior to the beginning of work in each phase.

Also, refer to Section 1, "Program Management", paragraph 01.B, "Indoctrination and Training" of EM 385-1-1.

SECTION 01 00 00.00 09 Page 9

1.22 DAILY INSPECTIONS

Refer to Section 01 45 04.00 09 CONTRACTOR QUALITY CONTROL and the Contract Clause INSPECTION OF CONSTRUCTION. The Contractor shall perform daily safety inspections and record them on the forms approved by the Contracting Officer. Reports of daily inspections shall be maintained at the job site.

The reports shall be records of the daily inspections and resulting actions. As a minimum each report shall include the following:

a. Phase(s) of construction underway during the inspection.

b. Locations or areas inspections were made.

c. Results of inspection, including nature of deficiencies observed and corrective actions taken, or to be taken, date, and signature of the person responsible for its contents.

1.23 ACCIDENT INVESTIGATIONS AND REPORTING

Refer to EM 385-1-1, Section 1, "Program Management", paragraph 01.D, "Accident Reporting and Recordkeeping". Accidents shall be investigated and reports completed by the immediate supervisor of the employee(s) involved and reported in writing to the Contracting Officer or his representative within one working day after the accident occurs.

1.24 MACHINERY AND MECHANIZED EQUIPMENT

Machinery and mechanized equipment used under this contract shall comply with the following:

a. When mechanized equipment is operated on floating plant, the Contractor shall provide positive and acceptable means of preventing this equipment from moving or falling into the water. The type of equipment addressed by this clause includes front-end loaders, bulldozers, trucks (both on- and off-road), backhoes, hydraulic excavators (track hoes), and similar equipment. If the Contractor plans to use such equipment on floating plant, an activity hazard analysis must be developed for this feature of work. The plan must include a detailed explanation of the type or types of physical barriers, curbs, structures, etc., which will be incorporated to protect the operator and prevent the equipment from entering the water.

Nonstructural warning devices may be considered for situations where the use of structural barriers is determined to be impracticable. The activity hazard analysis must thoroughly address the procedure and be submitted to the Corps for review and acceptance prior to start of this feature of work.

b. The stability of crawler, truck, and wheel-mounted cranes shall be assured.

(1) The manufacturer's load-rating chart may be used to determine the maximum allowable working load for each particular crane's boom angle provided a test load, with a boom angle of 20 degrees, confirms the manufacturer's load-rating table.

(2) Stability tests are required if:

(i) there is no manufacturer's load-rating chart securely fixed to the operator's cab;

SECTION 01 00 00.00 09 Page 10

(ii) there has been a change in boom or other structural member;

or

(iii) there has been a change in the counterweight.

The test shall consist of lifting a load with the boom in the least stable undercarriage position and at an angle of 20 degrees above the horizontal. The test shall be conducted under close supervision on a firm, level surface. The load that tilts the machine shall be identified as the test load. The test load moment (in ft-lbs) shall then be calculated by multiplying the horizontal distance (in feet) from the center of rotation of the machine to the test load, times the test load (in lbs).

Three-fourths of this test-load moment shall then be used to compute the maximum allowable operating loads for the boom at 20, 40, 60, and 80 degrees above horizontal. From these maximum allowable operating loads, curve shall be plotted and posted in the cab of the machine in sight of the operator. These values shall not be exceeded except in the performance test described below. The test load shall never exceed 100 percent of the manufacturer's maximum rated capacity.

(3) In lieu of the test and computations above, the crane may be load tested for stability at each of the four boom positions listed above.

c. Performance tests shall be performed in accordance with Section 16, "Machinery and Mechanized Equipment" of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual, except as specified below. Performance tests shall be conducted after each stability test, when the crane is placed in service on a project, and at least every 12 months.

(1) When conducting a performance load test which is required of a new crane or a crane in which load sustaining parts have been altered, replaced, or repaired (excluding replacement of the rope), the test load shall be as specified in ASME/ANSI B30 Series. That is, for overhead, gantry, portal, pillar, tower, monorail, and underhung cranes, the test load shall not exceed 125 percent of the manufacturer's load rating capacity chart at the configuration of the test; and for hammerhead tower, mobile, and floating cranes and boom trucks, the test load shall not exceed 110 percent of the manufacturer's load rating capacity chart at the configuration of the test.

(2) When conducting a performance load test which is required because a crane is reconfigured, or reassembled after disassembly, or because the crane requires an annual load test, the test loads shall not exceed 100 percent of the manufacturer's load rating capacity chart at the configuration of the test.

(3) All load tests are required to be conducted in accordance with the manufacturer's recommendations.

d. Inspections shall be made which will ensure a safe and economical operation of both cranes and draglines with inspection documented.

Copies of the inspections and tests shall be available at the job site for review. All stability and performance tests on cranes and all

SECTION 01 00 00.00 09 Page 11 complete dragline inspections shall be witnessed by the Contracting Officer or his authorized representative.

e. A complete dragline inspection shall be made:

(1) at least annually;

(2) prior to the dragline being placed in operation; and

(3) after the dragline has been out of service for more than 6 months.

f. All heavy equipment moved onto the worksite shall be inspected for compliance with this contract. The CEMVK-SO Inspection forms attached at the end of this section shall be completed by the Contractor. All completed forms, including abatement schedule of any violations, shall be maintained at the job site for continued review and update as needed.

1.25 VEHICLE WEIGHT LIMITATIONS

Vehicle weight limitations for operation on rural roads and bridges may affect the prosecution of work in this contract. The Contractor will be responsible for obtaining all necessary licenses and permits in accordance with the Contract Clause PERMITS AND RESPONSIBILITIES. Current information regarding road and bridge weight limits may be obtained by contacting the Mississippi Department of Transportation and the president of the county Board of Supervisors for the counties through which equipment and materials will be transported as a result of this contract.

1.26 PUBLIC AND PRIVATE UTILITIES

a. Unless otherwise specified, shown on the drawings, or stated in writing by the Contracting Officer, the Contractor shall not remove or disturb any public or private utilities. Such removals, alterations, and relocations, where necessary, will be made by others. The locations, if any, shown on the drawings for underground utilities are approximate only. The exact locations of such utilities shall be determined by the Contractor in the field prior to commencing construction operations in their vicinity.

b. The attention of the Contractor is directed to the possibility that he may encounter, within the right-of-way limits, utilities, some of which may be buried, and the existence of which is presently not known.

Should any such utilities be encountered, the Contractor shall immediately notify the Contracting Officer so that he may determine whether they shall be removed, relocated, or altered. After such determination is made, the Contractor shall, if so directed by the Contracting Officer, remove, relocate, or alter them as required, and an equitable adjustment will be made in accordance with the Contract Clause CHANGES. In event the Contracting Officer arranges for such removals, alterations, or relocations to be performed by others, the Contractor shall cooperate with such others during the latter's removal, alteration, or relocation operations in accordance with the Contract Clause OTHER CONTRACTS.

1.27 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract

SECTION 01 00 00.00 09 Page 12

Clause DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this paragraph, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON FIVE (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(4) (4) (3) (3) (4) (4) (3) (3) (2) (3) (3) (4)

c. Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clause DEFAULT

(FIXED PRICE CONSTRUCTION).

1.28 CONTROL OF ACCESS TO CONSTRUCTION AREAS

a. This paragraph supplements the Contract Clauses PERMITS AND RESPONSIBILITIES and OPERATIONS AND STORAGE AREAS.

b. It shall be the responsibility of the Contractor to prevent possible injury to visitors to the project site. Only personnel engaged in contract work and others authorized by the Contracting Officer shall be permitted to enter into the construction areas.

Suitable barriers, warning signs and directives shall be placed by the Contractor to direct persons not engaged in the work away from the areas of danger. The Contractor shall be responsible for effective enforcement of this paragraph during the period of this contract.

SECTION 01 00 00.00 09 Page 13

1.29 MAINTENANCE OF TRAFFIC

a. The Contractor shall conduct his operations in such manner as to offer the least possible obstruction to the safe and satisfactory movement of traffic over the existing roads during the life of the contract.

b. The Contractor shall be responsible for providing, erecting, maintaining, and removal of all traffic signs, barricades, and other traffic control devices necessary for maintenance of traffic. See also paragraph ACCIDENT PREVENTION PLAN of these specifications and the Contract Clause ACCIDENT PREVENTION.

c. All barricades, warning signs, lights, temporary signals, other devices, flagmen, and signaling devices shall meet or exceed the minimum requirements of Mississippi DOT, Standard Specifications for Road and Bridge Construction. See EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Manual, Section 8, paragraph 08.C, "Traffic Control". The Contractor is responsible for the protection, maintenance, and replacement of all existing signs, route markers, traffic control signals, and other traffic control features during the life of this contract.

d. Prior to the commencement of construction operations the Contractor shall submit for the acceptance of the Contracting Officer, complete details of his proposed plans for the maintenance of traffic and access through the construction area.

e. The requirements of this paragraph shall be met by the Contractor at no additional expense to the Government.

1.30 HARBOR MAINTENANCE FEE

a. Offerors or bidders contemplating use of U.S. ports in the performance of contract are subject to paying a harbor maintenance fee on cargo. Federal law establishes an ad valorem port use fee on commercial cargo imported into or exported from various U.S. ports.

The fee is 0.125 percent (0.00125). Cargo to be used in performing work under contracts with the U.S. Government is not exempt from the fee, although certain exemptions do exist. Offerors are responsible for ensuring that the applicable fee and associated costs are taken into consideration in the preparation of their offers. Failure to pay the harbor maintenance fee may result in assessment of penalties by the Customs Service.

b. The statute is at Title 26 U.S. Code section 4461 and 4462.

Department of Treasury Customs Service regulations implementing the statute, including a list of ports subject to the fee, are found at 19 CFR 24.24, Harbor Maintenance Fee. Additional information may be obtained from local U.S. Customs Service Offices or by writing to the Director, Budget Division, Office of Finance, Room 6328, U.S. Customs Service, 1301 Constitution Avenue, N.W., Washington, D.C. 20229.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 00 00.00 09 Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 General

1.1.2 Job Items

1.2 General

1.3 Unit Price Items

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 09 Page 1

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 General

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, environmental protection, meeting safety requirements, tests and reports, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 02.00 09 QUALITY

CONTROL SYSTEM (QCS) 01 45 00.15 09 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE(RMS CM), and for performing all work required for which separate payment is not otherwise provided.

1.1.2 Job Items

a. "Mobilization and Demobilization"

(1) Payment will be made for all costs associated with mobilization and demobilization, as defined in Section 00 80 00.00 09 SPECIAL CONTRACT REQUIREMENTS, paragraph PAYMENT

FOR MOBILIZATION AND DEMOBILIZATION.

(2) Unit of measure: job.

1.2 General

Payment items for the work of this contract on which unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, environmental protection, meeting safety requirements, tests and reports, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 02.00 09 QUALITY

CONTROL SYSTEM (QCS) 01 45 00.15 09 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE(RMS CM), and for performing all work required for each of the unit price items.

1.3 Unit Price Items

a. "ASPHALT 12.5 mm" and "ASPHALT 19.0 mm"

SECTION 01 22 00.00 09 Page 2

(1) Payment will be made for all costs associated with constructing the six inch thick hot mix asphalt pavement and performing all work incidental to construction of the surface course. No separate payment will be made for prime coat and all costs shall be included in the contract unit price for "Hot Mix Asphalt Pavement"

(2) Asphalt shall be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. The asphalt shall be measured for payment by being weighed by the Contractor on approved scales before being placed in the work. Plant weights will not be accepted. Scales shall be of sufficient length to permit simultaneous weighing all axle loads and shall be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. The scales, located at the site of the work, shall be certified as to accuracy by an acceptable scales company representative prior to weighing any asphalt. Scales will be checked and certified before asphalt hauling and rechecked and recertified whenever a variance is suspected. The Contractor shall furnish the scales. If commercial scales are readily available in close proximity (10 miles) of site of work, the Contracting Officer may approve the use of the scales. The asphalt shall be weighed in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weigh master in lieu of scale weights at the jobsite.

(3) Unit of measure: ton.

b. "CRUSHED STONE"

(1) Payment will be made at the contract unit price for all costs associated with furnishing scales and weighing for measurement, and furnishing, transporting, stockpiling, placing, and constructing the crushed stone shoulder as specified. Deductions will be made from the payment for crushed stone if the crushed stone cannot be placed due to being contaminated with soil, dirt or refuse.

(2) Crushed stone shall be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. The crushed stone shall be measured for payment by being weighed by the Contractor on approved scales before being placed in the work. Quarry weights will not be accepted. Scales shall be of sufficient length to permit simultaneous weighing all axle loads and shall be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. The scales, located at the site of the work, shall be certified as to accuracy by an acceptable scales company representative prior to weighing any crushed stone. Scales will be checked and certified before crushed stone hauling and rechecked and recertified whenever a variance is suspected. The Contractor shall furnish the scales. If commercial scales are readily available in close proximity (10 miles) of site of work, the Contracting Officer may approve the use of the scales. The crushed stone shall be weighed in the presence of the Government

SECTION 01 22 00.00 09 Page 3 representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weigh master in lieu of scale weights at the jobsite.

(3) Unit of measure: ton.

c. "WHITE EDGE STRIPE - 6""

(1) Payment will be made at the applicable contract unit price for all costs associated with placement of reflectorized paint (continuous white), and all work incidental thereto.

(2) Measurement will be made on the basis of the linear feet of reflectorized paint satisfactorily placed, measured to the nearest foot.

(3) Unit of measure: feet

d. "YELLOW STRIPE - 6""

(1) Payment will be made at the applicable contract unit price for all costs associated with placement of reflectorized paint (continuous yellow), and all work incidental thereto.

(2) Measurement will be made on the basis of the linear feet of reflectorized paint satisfactorily placed, measured to the nearest foot.

(3) Unit of measure: feet

e. "TWO-WAY REFLECTIVE MARKERS"

(1) Payment will be made for all costs associated with furnishing and installing two-way reflective markers markers, and all work incidental thereto. No separate measurement and payment will be made for removal of existing raised pavement markers, if applicable, and all costs therefore will be considered incidental to the work.

(2) Measurement will be made on the basis of each reflective marker satisfactorily installed.

(3) Unit of measure: each

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 09 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved

1.2.2 Information Only

1.3 APPROVED SUBMITTALS

1.4 DISAPPROVED SUBMITTALS

1.5 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

3.2 SUBMITTAL REGISTER

3.3 SCHEDULING

3.4 TRANSMITTAL FORM (ENG FORM 4025-R)

3.5 SUBMITTAL PROCEDURE

3.5.1 Procedures

3.5.2 SD-04 Sample Transmittal Submission

3.6 CONTROL OF SUBMITTALS

3.7 GOVERNMENT APPROVED SUBMITTALS

3.8 INFORMATION ONLY SUBMITTALS