W912PM17B0004_0002_SF30.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

Solicitation Number W912PM-17-B-0004 is amended as follow s:

A) See Summary of Changes.

B) Bid opening date and time has NOT been changed as a result of this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 26-Jun-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 W912PM-17-B-0004

X 9B. DATED (SEE ITEM 11)

02-Jun-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 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

26-Jun-2017

CODE

U S ARMY CORPS OF ENGINEERS, WILMINGTON

WILMINGTON DISTRICT

ATTN: CHARLENNE FIGGINS

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-17-B-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

CLIN 0004

The CLIN description has changed from Geotextile to Geotextile in accordance with the plans.

The CLIN extended description has changed from:

To:

and specifications.

CLIN 0005

This CLIN has been renumbered to CLIN 0006.

CLIN 0005 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0005 1 Job Pre and Post Construction Surveys in accordance with the plans and specifications.

FOB: Destination

NET AMT

The following have been modified:

TOTAL AMOUNT

TOTAL AMOUNT OF LINE ITEM 0001 $___________________

TOTAL AMOUNT OF LINE ITEM 0002 $___________________

TOTAL AMOUNT OF LINE ITEM 0003 $___________________

TOTAL AMOUNT OF LINE ITEM 0004 $___________________

TOTAL AMOUNT OF LINE ITEM 0005 $___________________

TOTAL AMOUNT OF LINE ITEM 0006 $___________________

TOTAL AMOUNT OF LINE ITEMS 0001-0006 $___________________

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following Acceptance/Inspection Schedule was added for CLIN 0005:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

The following Delivery Schedule for CLIN 0005 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

90 dys. ADC 1 COASTAL RESIDENT OFFICE

SHANNON GEOLY

69 DARLINGTON AVENUE

WILMINGTON NC 28403

910-251-4464 FOB: Destination

W912PM

(End of Summary of Changes)

Amendment 0002

Technical Summary of Changes

SPECIFICATIONS

01 10 00.10. 38 – SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

Delete existing pages 1 thru 15 in their entirety. Replace section with the revised 16 pages.

01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS

Delete existing pages 1 thru 24 in their entirety and replace with like numbered of pages 1 thru 24.

01 45 00.00. 10 – QUALITY CONTROL

Delete existing pages 1 thru 10 in their entirety and replace with like numbered pages 1 thru 10.

01 57 19 – TEMPORARY ENVIRONMENTAL CONTROLS

Delete existing pages 1 thru 16 in their entirety. Replace section with the revised 17 pages.

NOTE: Text that is added or revised by this amendment is identified with ***Amendment 0001(beginning and ending of revision/addition) and printed in bold.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

ATTACHMENTS

Attachments 1 & 2 are to be inserted at the end of specification section 01 57 19 Temporary Environmental Controls.

-- End of Summary of Changes- -

Encls As Stated

Flood Damage Reduction Project Repairs W912PM-17-B-0004 Moravian Creek, Wilkes County, NC

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

12/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.5 PERFORMANCE AND PAYMENT BONDS

1.6 WATER CONSERVATION

1.7 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.8 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.9 SAMPLING, CERTIFICATES, AND TESTING

1.10 CERTIFICATES OF COMPLIANCE

1.11 REQUIRED CONSTRUCTION MEETINGS

1.12 SURVEY DATA

1.13 SURVEY PERSONNAL REQUIREMENTS

1.14 SURVEY REQUIREMENTS

1.15 PRECONSTRUCTION VIDEO SURVEY

1.16 PLANT LOCATION

1.17 WORK IN QUARANTINED AREA

1.18 NCDOT SPECIFICATIONS

1.19 DEFINITIONS FOR NCDOT SPECIFICATIONS

1.20 PUBLIC CONVENIENCE AND SAFETY

1.21 MAINTENANCE DURING CONSTRUCTION

1.22 PARTNERING

1.23 LOAD RESTRICTIONS

1.24 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.25 PROTECTION OF EXISTING FACILITIES

1.26 HAUL ROADS

1.27 CONTRACT AREA AND TRESPASSING

1.28 COORDINATION WITH OTHER CONTRACTORS

1.29 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 00.10 38 Page 1 ****Amendment 0002****

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

12/15

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 within the text by the basic designation only.

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)

NCDOT (2012) Standard Specifications for Roads and Structures

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 Plant Pest Quarantined Areas and Foreign Soil Samples

1.2 SUBMITTALS

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

submittals not having a "G, A" designation are for information only. When used, a designation following the "G, A" 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

List of Subcontractors

Quality Control Plan; G, A

Within 24 hours of conclusion of physical tests, 5 copies of test results including calibration curves and results of calibration tests.

SD-07 Certificates

Certificate of Insurance

Completion of Corps CQC Course

Letter Appointing Superintendent

Qualifications of the commercial testing laboratory or Contractor's testing facilities; G, A

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

The Contractor shall be required to comply with the following security requirements mandated by the Department of the Army:

Short-term employees (working on site less than or equal to

SECTION 01 10 00.10 38 Page 2

6 months): If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

Long-term employees (working on site more than 6 months):

ALL of the following is required WHEN REPORTING FOR WORK -

a) A completed OMB Form No. 3206-0182 (also designated as Optional Form 306).

b) A completed OMB Form No. 3206-0191 (also designated as Standard Form 85P).

c) A resume.

The Government will use all provided information to perform a National Agency Check and Inquiries (NACI) check and will pay the required fee.

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer or his/her designated representative. All prescribed identification shall immediately be delivered to the Contracting Officer or his/her designated representative for cancellation upon the release of any employee.

(End of Clause)

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

ER 415-1-15 dtd 31 OCT 89

(a) This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer or his/her designated representative to award a time extension under this clause, the following conditions must be found to be satisfied in the sole discretion of the Contracting Officer or his/her designated representative:

(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.

SECTION 01 10 00.10 38 Page 3

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

(7) (6) (7) (6) (8) (7) (8) (7) (6) (5) (6) (6)

(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will 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.

(d) The number of actual adverse weather delay 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 2, above, the Contracting Officer or his/her designated representative 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 entitled "DEFAULT

(FIXED-PRICE CONSTRUCTION)".

(End of Clause)

1.5 PERFORMANCE AND PAYMENT BONDS

Each bidder shall include in his bid premiums for performance and payment bonds. Payment shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS." Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

(End of Clause)

1.6 WATER CONSERVATION

Water is one of our valuable natural resources. Accordingly, the Contractor shall be judicious in its use in the performance of the work as specified.

Water needed for compaction of roadway and/or foundation materials, and dust control shall be obtained from uncontrolled stream flow instead of potable supply sources to the extent available and suitable as determined by the Contracting Officer or his/her designated representative.

(End of Clause)

1.7 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

(a) In accordance with Contract Clause 52.219-9I, Small Business and Small Disadvantage Business Subcontracting Plan, and 52.219-16, Liquidated Damages - Small Business Subcontracting Plan, retainage will be withheld from progress payments in an amount sufficient to protect the Government's ability to assess liquidated damages in accordance with Clause 52.219-16 for the contractor's failure to timely submit Standard Form 294, Subcontracting Report for Individual Contracts, and Standard Form 295, SECTION 01 10 00.10 38 Page 4

Summary Subcontract Report, reports.

(b) The retainage will be determined in accordance with the following formula:

Total dollar amount for subcontracting to small business multiplied by percentage of actual progress on the contract shall be withheld from the next progress payment due after the Contractor fails to submit a required report. If one or more reports have been submitted before such failure, formula for determining the amount of retainage will be adjusted by deducting any amounts reported as subcontracted to small business from the total dollar amount proposed to be subcontracted and the difference multiplied by the percentage of actual progress.

(c) Subcontracting plans are not required--

(1) For contracts or contract modifications that will be performed entirely outside of any State, territory, or possession of the United States, the District of Columbia, and the Commonwealth of Puerto Rico; or

(2) For modifications to contracts that do not contain the clause 52.219-8, Utilization of Small Business Concerns and Small Disadvantaged Business concerns (or equivalent prior DAR, FPR, or NASA clauses); e.g., contracts awarded before Pub. L. 95-507 and which are within the scope of the contract.

(End of Clause)

1.8 SHOP DRAWINGS AND MATERIALS SUBMITTAL

(a) Five (5) days prior to the preconstruction conference (see paragraph REQUIRED CONSTRUCTION MEETINGS), the Contractor shall complete and submit to the Contracting Officer or his/her designated representative, in duplicate, Submittal Register, listing all submittals and dates. In addition to those items listed on the Submittal Register, the Contractor will furnish submittals for any deviation from the plans or specifications.

The scheduled need dates must be recorded on the document for each item for control purposes. In preparing the document, adequate time (minimum of l5 days) will be allowed for review and approval and possible resubmittal.

Scheduling shall be coordinated with the approved progress schedule. The Contractor's Quality Control System Manager shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Copies of updated or corrected listings shall be submitted to the Contracting Officer or his/her designated representative at least every 60 days in the quantity specified. Payment will not be made for any material or equipment which does not comply with contract requirements.

(b) Contractor submittals required by the Technical Provisions are indicated in those provisions and are listed on the Submittal Register furnished in Section 01 33 00 SUBMITTAL PROCEDURES. The list does not relieve the Contractor from furnishing submittals required elsewhere in the specifications, those inadvertently omitted from the listing; or from furnishing other submittals that the Government may deem necessary as the work progresses.

(c) Normal review levels for required approvals are indicated by letter designations as follows:

SECTION 01 10 00.10 38 Page 5

Contractor Quality Control System Manager --- (CQC) Area or Resident Engineer ------------------- (R) Engineering Branch -------------------------- (E)

The Government reserves the right to vary the review levels for (R) and (E) to its convenience.

(d) The Contractor shall use ENG Form 4025, furnished in Section 01 33 00 SUBMITTAL PROCEDURES, to transmit Shop Drawings, Equipment Data, Material Samples or Manufacturer's Certificate of Compliance to the Government.

(End of Clause)

1.9 SAMPLING, CERTIFICATES, AND TESTING

(a) General. Within 30 days after acknowledgment of Notice to Proceed, the Contractor shall submit to the Contracting Officer or his/her designated representative five (5) copies of a list of the items for which he proposes to furnish manufacturer's certificates and/or samples for inspection and testing. The list shall include, but is not limited to the following information:

(1) Name of item

(2) Specification paragraph covering this item

(3) Date sample will be furnished

(4) Delivery date of product

(5) Items for which a certificate will be furnished

(b) Submittals. Any product or item mentioned in these specifications and required to meet Federal, ASTM, AASHTO, U. S. Army or Navy, AREMA, AWWA, and UL Specifications or Codes, specified herein with certain limiting or qualifying requirements, or any product or item which is required to be similar and equal to a specified product or item may require the submission, before delivery of the product or item to the job site, of one or more of the following:

(1) Certificate by the manufacturer that the item meets the contract requirements.

(2) Samples for inspection, comparison, and testing, including destructive tests.

(c) Sample delivery. Unless otherwise specified or authorized, all samples shall be delivered (without cost to the Government) to:

U.S. Army Engineer District, Wilmington Corps of Engineers ATTENTION: Construction Branch 69 Darlington Avenue Wilmington, North Carolina 28403

If required by the Contracting Officer or his/her designated representative, duplicate samples shall be shipped to the Wilmington District Office at no expense to the Government.

SECTION 01 10 00.10 38 Page 6

(d) Testing. All tests required in the Technical Provisions shall be made by and at the expense of the Contractor except those material tests specifically excluded which will be made by and at the expense of the Government. All instruments and personnel required for the required tests shall be furnished by the Contractor. The Government reserves the right to interrupt the work to make tests on all facets of concreting and other operations. These tests will be made as necessary to insure conformance to applicable specifications and drawings and will be made by and at the expense of the Government except Contractor sampling support as required by the Technical Provisions. In those instances where testing is specified to be made at the Government's expense, the cost of the initial testing will be at the Government's expense; however, any retesting due to failure of the materials to meet the requirements in the initial test shall be performed at the Contractor's expense. The retests shall be made at laboratories approved by the Contracting Officer or his/her designated representative. The costs of retests made at Government laboratories will be deducted from the total amount due the Contractor, at actual cost to the Government, unless otherwise specified.

(End of Clause)

1.10 CERTIFICATES OF COMPLIANCE

(l969 MAY OCE)

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in 3 copies.

Each certificate shall be signed by an official authorized to certify in 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 or Contractor's testing facilities 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.

(End of Clause)

1.11 REQUIRED CONSTRUCTION MEETINGS

(a) In addition to meetings required elsewhere in the specifications, the Contractor and any Subcontractors identified by the Contracting Officer's Representative shall be required to attend a preconstruction meeting (after award of the contract but before Commencement of Work) and a post construction meeting (after final acceptance of the work but before final payment is made). The Contractor and identified Subcontractors shall meet with Corps of Engineers personnel at a time and place determined by the Contracting Officer's Representative.

(b) At the preconstruction conference, the Contractor shall be oriented with respect to Government procedures and line of authority in contractual, administrative, and construction matters. Additionally, a schedule of required submittals will be discussed.

(c) Five (5) days prior to the preconstruction conference, the Contractor shall submit the following items:

Certificate of Insurance

SECTION 01 10 00.10 38 Page 7

Quality Control Plan (see Section 01 45 00.00 10 USACE QUALITY CONTROL, for additional information) Certificate of Completion of Corps CQC Course Preliminary Submittal Register (ENG Form 4288 exclusive of Contractor submittal dates) Letter Appointing Superintendent (see Contract Clause entitled Superintendence by the Contractor, 52.236-6) List of Subcontractors

(d) The letter of record will be written documenting all items discussed at the conference and a copy will be furnished by the Contracting Officer's Representative to all in attendance.

(End of Clause)

1.12 SURVEY DATA

The Contractor shall maintain complete and accurate field notes, sketches, recordings and computations required in establishing the necessary horizontal and vertical control. All survey data shall be recorded in accordance with accepted standards and as approved by the Contracting Officer or his/her designated representative. All the above data shall be available at all times during the progress of the work for ready examination and use by the Contracting Officer or his/her designated representative. Upon request of the Contracting Officer or his/her designated representative, the Contractor shall furnish a copy of above survey data.

(End of Clause)

****Amendment 0002****

1.13 SURVEY PERSONNAL REQUIREMENTS

a. Survey personnel. All surveys required by the Contractor, except those for any periods for which progress payments are requested, shall be made by personnel of a professional engineering and/or surveying firm experienced in the practice of such work including Global Positioning Systems (GPS) surveys. The survey personnel shall have the following minimum qualifications:

1. Each party chief shall be a Professional Land Surveyor registered in the State of North Carolina and shall be proficient in the operation of precise and semi-precise instruments. They shall be capable of running horizontal and vertical control of 2nd order accuracy. In the event it is considered advantageous to employ a party chief who is not a Professional Land Surveyor, detailed qualifications of the individual shall be submitted to the Contracting Officer or his/her designated representative for review and approval.

2. Instrument men shall be proficient in the operation of precise and semi-precise instruments including transit, total station, GPS, level, and alidade, and shall prepare all survey notes in a firm and legible manner.

3. Rodman. At least one rodman shall have a minimum of six months prior experience.

4. GPS party personnel shall be thoroughly trained in the theoretical as well as the operational use of GPS equipment. They shall be

SECTION 01 10 00.10 38 Page 8 knowledgeable of error sources such as multipath and imaging.

5. Surveying technicians shall be familiar with all phases of surveys and the North Carolina State Plane coordinate system. Also they shall be well versed in the computation and adjustment of horizontal and vertical control of 2nd and 3rd order survey. At least one technician shall be proficient in GPS post processing and Geoid modeling.

b. Unless waived in each specific case, all surveys made by the Contractor shall be conducted in the presence of a representative of the Contracting Officer.

c. The Government reserves the rights to make such surveys as necessary for verification of surveys made by the Contractor.

****Amendment 0002****

1.14 SURVEY REQUIREMENTS

a. Pre Construction and Post Construction Surveys

1. Pre construction surveys shall be made prior to placement of stone or disturbance to the stream bed. Cross sections shall be taken perpendicular to the centerline of the stream and on an interval not to exceed 25 feet and shall extend from station 0+50 to station 12+50.

Elevations shall be taken at least every 5 feet and at all breaks in grade including top and toe of slopes. The sections shall extend from the top of the fabric formed concrete slope protection and across the stream to the toe of the opposite stream bank. All data shall be relative to NAD 1983(2011) North Carolina State Plane, US Survey Feet in the horizontal plane and NAVD 88, US Survey Feet in the vertical plane. The Contractor shall submit the pre construction survey data to the Contracting Officer or his/her designated representative a minimum of 7 days prior to commencement of geotextile and stone placement.

2. Post construction surveys shall be taken after completion of stone placement to the required lines and grades. Post construction cross sections shall be taken using the same stations and requirements for the pre construction surveys. The Contractor shall submit the post construction survey data to the Contracting Officer or his/her designated representative upon completion of work.

b. Deliverables

The Contractor shall provide the following deliverables for the pre construction and post construction surveys.

1. ASCII Data Files. The Contractor shall provide ASCII data files containing x,y,z coordinates, point numbers, feature descriptions, etc., for the cross sections, break lines and spot elevations that were surveyed.

2. Digital Terrain Modeling. Digital Terrain Models shall be submitted in a Bentley InRoads (.dtm) file, V8i Select Series 2 format. There shall be no conflicts between the .dtm files and the CADD files.

3. Bentley Microstation File. Bentley Microstation version V8i Select Series 2 files displaying all planimetric features, mapped in North Carolina NAD 83 state plane coordinates shall be submitted. Contouring

SECTION 01 10 00.10 38 Page 9 shall be generated from the surface model file with appropriate contour smoothing and shall be included in the Microstation graphics (.dgn) file. Adequate quality control shall be performed to assure contours do not cross. The graphics files shall be three dimensional files with contours, elevation shots at the true elevation, control points, culverts with description and invert elevations, fabric formed concrete slope protection limits, new stone placement limits, and other similar features. All planimetric features shall be labeled in the CADD files.

A Microstation seed file will be provided. The seed file shall be used for all CADD files. Microstation Working Units shall be set to US Survey Feet. All CADD deliverables shall comply with the CADD standards provided on the USACE CAD/BIM Web Page:

https://cadbim.usace.army.mil/CAD

c. Metadata Record. An FGDC compliant metadata record for the pre construction and post construction surveys shall be created using ESRI ArchView/ArcInfo ArcCatalog and compatible with version 10.

Appropriate information shall be entered in all required fields. The metadata record shall be submitted on CD or DVD or via e-mail with all other digital files.

d. Quality Control. All data and deliverables shall be reviewed for the following: required coverage of the survey limits, capture of all required features, required accuracies, required horizontal and vertical datum, no crossing contours, no conflicts between the additional digital files and DTM, and compliance with CADD Standards described in subparagraph (b)(3).

e. Measurement and Payment. All costs for labor, materials, equipment, tools, supplies, and incidentals necessary to perform and furnish the pre construction and post construction surveys shall be included in the contract price for "Pre and Post Construction Surveys" as listed in the Bid Schedule.

(End of Clause)

1.15 PRECONSTRUCTION VIDEO SURVEY

10 Days prior to any commencement of any construction or mobilization of equipment or material to the project site, the Contractor shall perform an audio-video survey of each project site area which will be utilized or disturbed by Contractor operations. Specific areas to be surveyed include, but are not limited to the following: all areas to be entered by vehicles or equipment, staging areas, fabric formed concrete slope protection, concrete floodwall, culvert outlet ends, culvert flap gates, culvert headwalls, and stream bed from upstream limits to downstream limits of project. At the start of each video recording segment, an identification summary shall be read into the record simultaneously with a wide-angle view with digital information. The identification summary shall include the following: Contract number, Contractor's name, Date and time. The Contractor shall submit one (1) DVD to the Government for format and content approval prior to the start of any work. Payment for the video shall be included in the mobilization and demobilization CLIN.

(End of Clause)

1.16 PLANT LOCATION

The Contractor's plant shall be arranged and located in areas approved by the Contracting Officer or his/her designated representative. This

SECTION 01 10 00.10 38 Page 10 requirement includes the construction plant; offices; shop and storage buildings; housing facilities and all other equipment and materials needed to construct the project.

(End of Clause)

1.17 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil (USACE ER 1110-1-5). Major portions of all southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. The Contractor shall thoroughly clean all construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and plant seeds. Equipment shall be cleaned using water under pressure, and hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, all construction equipment and hand tools used for this USACE contract shall be thoroughly cleaned by the Contractor before they are removed from this job site. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

(End of Clause)

1.18 NCDOT SPECIFICATIONS

The North Carolina Department of Transportation "Standard Specifications for Roads and Structures English," 2012, (hereinafter referred to as the Standard Specifications) applies to this work when so referenced.

(End of Clause)

1.19 DEFINITIONS FOR NCDOT SPECIFICATIONS

Wherever in the North Carolina Department of Transportation "Standard Specifications for Roads and Structures" or on the drawings the following terms are used, the intent shall be as indicated below unless otherwise modified within the specifications:

State - - - - - - - - - - - - - - - - - U. S. Government Department or Department of Transportation - - - - - - - - - - - Corps of Engineers Engineer or Chief Engineer- - - - - - - Contracting Officer, Corps of Engineers Materials and Test Unit - - - - - - - - Corps of Engineers Division of Highways- - - - - - - - - - Corps of Engineers Board or Board of Transportation- - - - Corps of Engineers

Where NCDOT materials and test unit requirements are referenced in these specifications, they shall be taken as such and not Corps of Engineers Standards unless otherwise stated.

(End of Clause)

SECTION 01 10 00.10 38 Page 11

1.20 PUBLIC CONVENIENCE AND SAFETY

(a) Roads to be closed. No road shall be closed to the public by the Contractor until construction of the new facilities infringe upon the public safety or until construction of the new facilities obliterate the existing facilities. The Contractor shall obtain the Contracting Officer or his/her designated representative's approval before closing any roads.

Barricades, danger, warning and detour signs, as required, shall be erected before closing any roads.

(b) Storage of materials. Materials and equipment shall not be stored within roadway rights-of-way or in such a manner as to pose possible danger or obstruction to the traveling public.

(End of Clause)

1.21 MAINTENANCE DURING CONSTRUCTION

From the first day any work is done, the Contractor shall maintain in an equally satisfactory condition all of the items of work covered by the contract until they are finished, placed in service unfinished, or until all of the work is finally accepted. This maintenance shall be continuous and effective work prosecuted day by day with adequate equipment to the end that roadway and structures are kept in satisfactory and acceptable condition. The Contractor shall be responsible for maintaining all barricades, danger, warning, and detour signs and lights as specified hereinafter. When no pay item for such maintenance is shown in the Bidding Schedule, the cost of maintenance shall be included in the price bid for other pay items, and no separate payment will be made.

(a) Maintenance when work is suspended. If construction is suspended for any reason, the Contractor shall place the work in such condition as the Contracting Officer or his/her designated representative directs, before suspension, and shall maintain it in a condition satisfactory to the Contracting Officer or his/her designated representative throughout the period of the suspension.

(b) Final mowing. When the work is otherwise completed, and before it is finally accepted, the Contractor shall give the seeded areas a final mowing, as directed by the Contracting Officer or his/her designated representative.

(c) Spilled materials. The Contractor shall not allow spilled materials to remain on the highways. Spillage sufficient to create a traffic hazard shall be removed immediately. Other light spillage shall be removed daily.

(End of Clause)

1.22 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a cohesive partnership with the Contractor and its subcontractors. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done right the first time, within budget and on schedule. Integral to the partnership would be a joint Contractor/Government effort to settle any disputes that may arise without costly and time consuming litigation. To that end, a non-binding procedure such as the Alternate Dispute Resolution process could be developed and agreed upon by both parties when it is determined to

SECTION 01 10 00.10 38 Page 12 be necessary. This partnership would be bilateral in make-up and participation will be totally voluntary. Any cost associated with developing this partnership will be agreed to by both parties and will be shared equally with no change in contract price.

(End of Clause)

1.23 LOAD RESTRICTIONS

The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the project. A special permit will not relieve the Contractor of liability for damage which may result from such hauling. The Contractor shall not operate equipment of such weight or so loaded as to cause damage to drainage structures or the roadway, or to any other type of improvement, either completed or under construction. Hauling of materials over the existing surface shall be limited as directed, and in no case shall legal load limits be exceeded unless permitted in writing. The Contractor shall repair, at his own expense, all damage to the work caused by his equipment.

(End of Clause)

1.24 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

The Contractor shall provide, erect, and maintain all necessary traffic control devices in substantial conformance to Part 6 of the 2003 "Manual on Uniform Traffic Control Devices for Streets and Highways" with Revisions 1 and 2 as published by the U.S. Department of Transportation, Federal Highway Administration, and available on the internet at:

http://muted.fhwa.dot.gov. This requirement shall include flagman as shown in the manual when necessary and the use of electric flashers as conditions of construction may require during hours of darkness. The Contractor shall take all necessary precautions for protection of the work and for the safety of the public at or near the site of construction. Signing, barricades, lights, and other devices shall be well maintained and repositioned or removed as the progress of the work requires. No substandard, poorly maintained device will be acceptable. Particular attention shall be given to the following:

(a) Removal of barricades and warning signs. As soon as construction advances to the extent that temporary barricades, and signs such as "Detour", "One Way Traffic," etc. are no longer needed to inform the traveling public, such signs shall be removed promptly.

(b) Replacement of signs. When new work is necessary during any period of construction or maintenance, necessary signs shall be replaced as are needed to adequately warn and protect the public in accordance with the provisions outlined above. As soon as the project has been accepted for maintenance, all temporary barricades and warning signs shall be removed promptly.

(c) Cost of protective devices. Unless otherwise shown in the Bidding Schedule, the cost of furnishing, erecting, maintaining, and removing protective devices will not be paid for as separate bid items. Where the Contractor is required to perform any of these functions, the cost thereof shall be included in the overall bid submitted. Ownership of the temporary warning devices shall remain with the Contractor provided the devices are removed promptly after completion of the work as specified above. If such warning devices are left in place for more than 30 days after the specified

SECTION 01 10 00.10 38 Page 13 time for removal, the Government shall have the right to remove such devices and to claim possession thereof.

(End of Clause)

1.25 PROTECTION OF EXISTING FACILITIES

The Contractor will not be responsible for any alterations to existing structures or utilities except those made by him for his convenience. The Contractor shall protect all existing structures, including bridges, roadway embankments, utilities and improvements from damage, and, in the event of damage as a result of his operations, the Contractor shall be responsible for their repair, restoration, or for all cost of damage resulting therefrom. In addition, the Contractor shall be responsible for any damage to bridge or culvert structures or railway embankments or track caused by the unauthorized excavation or excavation beyond the project dimensions shown on the plans. If the Contractor elects to have alterations made to any existing structure, utility or other improvements for his convenience, he shall make arrangements with the owner of the facility for such alterations and the agreement shall be approved by the Contracting Officer or his/her designated representative prior to their alteration.

(End of Clause)

1.26 HAUL ROADS

(1985 HQ USACE)

Whenever practical, one-way haul roads shall be used on this contract.

Haul roads built and maintained for this work shall comply with the following:

(a) One-way haul roads for off-the road equipment; e.g., belly bumps, scrapers, and off-the-road trucks shall have a minimum usable width of 25 ft. One-way haul roads for over-the-road haulage equipment only (e.g., dump trucks, etc.) may be reduced to a usable width of 15 ft.

When the Contracting Officer or his/her designated representative determines that it is impractical to obtain the required width for one-way haul roads (e.g., a road on top of a levee), a usable width of not less than 10 ft. may be approved by the Contracting Officer or his/her designated representative, provided a positive means of traffic control is implemented. Such positive means shall be signs, signals, and/or signalman and an effective means of speed control.

(b) Two-way haul roads for off-the-road haulage equipment shall have usable width of 60 ft. Two-way haul roads for over-the-road haulage equipment only may be reduced to a usable width of 30 ft.

(c) Haul roads shall be graded and otherwise maintained to keep the surface free from potholes, ruts, and similar conditions that could result in unsafe operation.

(d) Grades and curves shall allow a minimum sight distance of 200

ft. for one-way roads and 300 ft. for two-way roads. Sight distance is defined as the centerline distance an equipment operator (4.5 ft. above the road surface) can see an object 4.5 ft. above the road surface. When conditions make it impractical to obtain the required sight distance (e.g., ramps over levees), a positive means of traffic control shall be implemented.

SECTION 01 10 00.10 38 Page 14

(e) Dust abatement shall permit observation of objects on the roadway at a minimum distance of 300 ft.

(f) Haul roads shall have the edges of the usable portion marked with posts at intervals of 50 ft. on curves and 200 ft. maximum elsewhere.

Such markers shall extend 6 ft. above the road surface and, for nighttime haulage, be provided with reflectors in both directions.

1.27 CONTRACT AREA AND TRESPASSING

Property owners have signed easements which will allow the Contractor to enter and perform the work required by these specifications upon all land lying within the right-of-way limits shown on the drawings. The Contractor's operation shall be confined solely to those areas for which permission has been granted by the owners to enter. The Contractor shall cut only such timber as may be necessary for the prosecution of the work.

The Contractor shall not inflict damage upon land outside the contract area by unwarranted entry upon, passage through, or disposal of material on such land. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, lands or facilities outside the contract area. If such an agreement is made, it shall be in writing and a copy shall be furnished the Contracting Officer or his/her designated representative.

The Contractor shall hold and save the Government, its officers, and agents free from liability of any nature or kind arising from any trespassing or damage occasioned by his operations.

(End of Clause)

1.28 COORDINATION WITH OTHER CONTRACTORS

Other Contractors may be working in the vicinity during the time period of this contract. The Contractor shall coordinate the contract operations with other Contractors in the area as needed to avoid conflicts and delays.

(End of Clause)

1.29 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, five (5) sets of contract cds, three (3) full-size set of contract drawings, two (2) halft-size sets of contract drawings and five (5) specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer or his/her designated representative.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer or his/her designated representative of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

SECTION 01 10 00.10 38 Page 15

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings;

and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings. For list of drawings see Section 00 01 15 LIST OF DRAWINGS.

(End of clause)

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 10 00.10 38 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/15

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.2.2 Competent Person, Cranes and Rigging

1.2.3 Competent Person, Excavation/Trenching

1.2.4 Competent Person, Fall Protection

1.2.5 Competent Person (CP) Trainer

1.2.6 High Risk Activities

1.2.7 High Visibility Accident

1.2.8 Load Handling Equipment (LHE)

1.2.9 Medical Treatment

1.2.10 Near Miss

1.2.11 Operating Envelope

1.2.12 Qualified Person (QP)

1.2.13 Qualified Person, Fall Protection (QP for FP)

1.2.14 Recordable Injuries or Illnesses

1.2.15 USACE Property and Equipment

1.2.16 Load Handling Equipment (LHE) Accident or Load Handling

Equipment Mishap

1.3 SUBMITTALS

1.4 MONTHLY EXPOSURE REPORTS

1.5 REGULATORY REQUIREMENTS

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

1.6.1.2 Contractor Quality Control (QC) Manager:

1.6.1.3 Competent Person Qualifications

1.6.1.3.1 Competent Person for Fall Protection

1.6.1.4 Qualified Trainer Requirements

1.6.1.5 Crane Operators/Riggers

1.6.2 Personnel Duties

1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

1.6.3.2 Safety Meetings

1.7 ACCIDENT PREVENTION PLAN (APP)

1.7.1 Names and Qualifications

1.7.2 Plans

1.7.2.1 Standard Lift Plan (SLP)

1.7.2.2 Critical Lift Plan - Crane or Load Handling Equipment

1.7.2.3 Fall Protection and Prevention (FP&P) Plan

1.7.2.4 Rescue and Evacuation Plan

1.7.2.5 Hazardous Energy Control Program (HECP)

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

SECTION 01 35 26 Page 1

1.8.1 AHA Management

1.8.2 AHA Signature Log

1.9 DISPLAY OF SAFETY INFORMATION

1.9.1 Safety Bulletin Board

1.9.2 Safety and Occupational Health (SOH) Deficiency Tracking System

1.10 SITE SAFETY REFERENCE MATERIALS

1.11 EMERGENCY MEDICAL TREATMENT

1.12 NOTIFICATIONS and REPORTS

1.12.1 Mishap Notification

1.12.2 Accident Reports

1.12.3 LHE Inspection Reports

1.12.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging

1.13 PERMIT AND PERSONNAL REQUIREMENTS

1.14 SEVERE STORM PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.3 FALL PROTECTION PROGRAM

3.3.1 Training

3.3.2 Fall Protection Equipment and Systems

3.3.2.1 Additional Personal Fall Protection

3.3.2.2 Personal Fall Protection Harnesses

3.3.3 Horizontal Lifelines (HLL)

3.3.4 Guardrails and Safety Nets

3.3.5 Rescue and Evacuation Plan and Procedures

3.4 Elevated Aerial Work Platforms (AWPs)

3.5 EQUIPMENT

3.5.1 Material Handling Equipment (MHE)

3.5.2 Load Handling Equipment (LHE)

3.5.3 Machinery and Mechanized Equipment

3.5.4 USE OF EXPLOSIVES

3.6 Utility Locations

3.7 Utility Location Verification

3.8 Utilities Within and Under Concrete, Bituminous Asphalt, and Other

Impervious Surfaces

3.9 ELECTRICAL

3.9.1 Conduct of Electrical Work

3.9.2 Qualifications

3.9.3 Arc Flash

3.9.4 Grounding

3.9.5 Testing

-- End of Section Table of Contents --

SECTION 01 35 26 Page 2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/15

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 within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE A10.44 (2014) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSE/SAFE Z244.1 (2003; R 2014) Control of Hazardous Energy Lockout/Tagout and Alternative Methods

ASSE/SAFE Z359.0 (2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and…