B.08.03_W9123719Q0010-0001.pdf

W81F8E90734353

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

The above referenced solicitation is amended to correct contradictory language in the Statment of Work (SOW). The SOW mistakenly referened truss designs in Section 3. Design Specifications. This has been changed to read "beam style bridges."

Changes have been highlighted for reader convenience.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 11

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

16C. DATE SIGNED

BY 20-May-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W9123719Q0010

X 9B. DATED (SEE ITEM 11)

14-May-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

20-May-2019

CODE

USACE, CONTRACTING DIVISION

PATRINA SINGLETON, 502 8TH STREET

HUNTINGTON WV 25701

W91237 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

samantha.l.stiles@usace.army.milEMAIL:304-399-5705TEL:

SAMANTHA L STILES / ADMINISTRATIVE ASSISTANT

W9123719Q0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been added by full text:

REVISED - STATEMENT OF WORK

STATEMENT OF WORK

VEHICULAR BRIDGE OVER PAVED GUTTER

BEECH FORK LAKE, LAVALETTE, WV

1. Reference Codes and Standards

a. American Institute of Steel Construction (AISC), Steel Construction Manual, Thirteenth Edition.

b. ANSI/AF&PA National Design Specification (NDS) for Wood Construction 2005 Edition.

c. American Welding Society (AWS) D1.5 Bridge Welding Code (Use AWS D1.1 for welding not covered in AWS D1.5).

d. Research Council on Structural Connections (RCSC) Specifications for Structural Joint Using

A325 or A490 Bolts (2004).

e. AASHTO/NSBA S2.1 Steel Bridge Fabrication Guide Specifications, 2nd Edition.

2. Statement of Work and Information:

a. The contractor shall furnish all materials, equipment, labor, layouts of work features, plans and specifications, all design required, coordination with suppliers and designers, and supervision needed to accomplish the installation of an U.S. Bridge simple span beam bridge in the Cortez style (or equivalent) over the concrete ditch downstream of the Beech Fork Lake Dam, Lavalette, WV.

b. The contractor shall construct a new bridge to meet all specifications included in this document.

The contractor shall have drawings, computations, plans, and any necessary specifications prepared and certified by a professional engineer and submitted to and approved by the US Army Corps of Engineers (USACE). The contractor shall gather all necessary site-specific information for design and construction. The contractor shall be responsible for all soil, concrete, or any other material testing necessary for design and construction.

c. Contractor is advised that the dimensions and orientation to the paved gutter are conceptual in nature, clearances, and dimensions are presented as minimums. Contractor and fabricator are encouraged to meet the minimum spans and clearances as efficiently and economically as possible; that may include larger spans or different configurations that may use standard shapes and/or sizes available to the fabricator that meet the design strength requirements.

d. The contractor is responsible for design and installation of the bridge footings/foundations as indicated by site soil conditions.

e. Bridge Installation Location: The bridge will cross the concrete lined ditch perpendicular to the ditch. A centerline will be located by project personnel prior to the arrival of the contractor. The bridge will be located at the approximate location shown in Exhibits 1, 2, & 3.

3. Design Specifications: The new bridge shall meet the following requirements:

a. Loading: AASHTO HL-93

b. Minimum Span Length: 22 feet (clear span)

c. Minimum Width: 14’ feet (inside guardrails)

d. The finished surface of the fabricated steel shall be weathering steel.

e. The wearing surface shall be concrete with a broom finish.

f. The wearing surface can be either precast or cast in place.

g. The bridge shall utilize stringer supported post and rail for guardrails.

h. Bridge design in cross section: The truss beam (U.S. Bridge simple span beam bridge in the Cortez style (or equivalent)) design shall be a welded or bolted half through-truss (a.k.a. pony truss), manufactured by U.S. Bridge (or equivalent).

i. Bridge Design in elevation: The design shall be an all-bolted beam bridge configured in the Cortez style as manufactured by U.S. Bridge (or equivalent). The bridge shall resemble the design found in Exhibit 4.

j. Licensure: The engineering design of the Bridge shall be performed by, or under the direct supervision of a Licensed Professional Engineer in the State in which the Bridge will be erected. The design shall be completed in accordance with recognized engineering principles and design practices and with a standard of care commensurate with the Manufacturer’s role in the project.

k. Design Specification: The Bridge shall be designed in accordance with:

AASHTO LRFD Bridge Design Specifications 5th Edition (2010) including all interims

l. Rise: Minimum of one foot above the top of the paved gutter (Existing roadway surface elevation shall be maintained as closely as possible to minimize grading).

m. Bridge abutments/foundations shall be designed for the onsite soil conditions, HL-93 loading and must be designed in conjunction with the bridge design.

n. Minimum distances for installation are shown in Exhibit 5.

o. Any areas disturbed during construction shall be re-graded, limed, mulched and seeded.

p. The Contractor shall establish, maintain, and re-establish survey controls such that all work is accomplished according to plans and cross-sections approved by COE, designer of record and fabricator, and as directed by the Contracting Officer’s Representative in the field. Upon completion of the work, the Contractor shall prepare As-Built plan and cross-section drawings.

i. Any excavation to install the bridge or any bridge appurtenances shall be closely monitored for effects on existing project features (concrete lined ditch, drainage features, etc) Photographs shall be taken of pre- and post-construction condition of project features adjacent to the bridge construction.

ii. It is anticipated that excavation will be required to install foundation footings for the frame installation. An evaluation of soil pressure profile changes due to installation and compaction of abutment soil with respect to the effect on the concrete ditch should be considered by the designer of record and the foundations placed appropriately.

4. Materials and Components.

a. Steel: Members for vehicular bridges shall be fabricated from domestically produced, wide flange beam and/or channel shapes designated ASTM A709 Grade 50 and structural steel plate designated ASTM A709 Grade 50, all provided by an AISC recognized supplier. When tubular members are needed as secondary members, the shapes shall be designated as ASTM A500 Grade B (46 ksi) and shall also be domestically produced and provided by an AISC recognized supplier.

b. Weathering Steel: Bridges specified as ‘weathering’ shall be fabricated from rolled beam or wide flange shapes designated ASTM A709 Grade 50W. Secondary weathering members may be tubular shapes carrying the ASTM A847 (50 ksi) designation; all domestically produced and provided by an AISC recognized supplier.

c. Structural Fasteners: All bolted connections shall utilize ASTM A-325 High Strength Bolts. All bolts for weathering steel components shall be ASTM A325 Type 3. Galvanized bolts shall be A325 Type 1, hot dip galvanized in accordance with ASTM A-153 specifications.

d. Anchor Bolts: The anchor bolts supplied with all bridge systems shall be ASTM A449 Full Thread Studs Hot Dip Galvanized as per ASTM A153. Each anchor bolt shall be provided with one A563 Galvanized Heavy Hex Nut and one F436 Galvanized Flat Washer.

e. Bearings: Pre-formed fabric bearing pads shall be made from steel plates on fabric pads and sliding (PTFE) plates as manufactured by Con-Serv Inc. of Georgetown, SC. The fabric pads shall be composed of multiple layers of 8 oz. cotton duck impregnated and bound with high-quality natural rubber or equivalent. Bearing pads shall be designed to produce the specified thickness, after compression and vulcanizing, sufficient to withstand compression loads in accordance with the specified design method’s governing section for bearing design.

5. Delivery Information: Work is to be completed within 30-days of Notice to Proceed at ADDRESS:

Beech Fork Lake 2784 Beech Fork Road Lavalette, WV 25535

6. Site Visit: A site visit is highly encouraged and should be scheduled prior to making a quote, as all measurements provided are approximations to assist offerors. Prospective offers may contact:

US Army Corps of Engineers Beech Fork Lake Resource Manager, Andrew Auxier 3784 Beech Fork Road Lavalette, WV 25535

(304) 525-4831

7. Hours of Operation: Normal working hours are Monday-Friday, 0730-1600. Work inside Government buildings or other secured areas shall be performed during the above reference work hours. Ten Federal holidays observed are as follows:

New Years Day (January 1st) Martin Luther King Day (3rd Monday in January) President’s Day (3rd Monday in February) Memorial Day (Last Monday in May) Independence Day (July 4th) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October)

Veterans Day (November 11th) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a designated holiday falls on a Saturday, the preceding Friday is observed as the legal holiday.

8. Contractor Accident Prevention Plan (APP):

a. General: Contractor shall comply with all Federal, State and Local safety requirements including those specified by the Occupational Safety and Health Act (OSHA) in 29 CRF 1910 General Industry Standard, 1926 Construction Standard and the U.S. Army Corps of Engineers Safety & Health Requirements Manual EM 385-1-1 as currently revised. Where a conflict exists between safety standards/requirements the contractor shall comply with the more stringent requirement. If the Contractor fails or refuses to promptly comply with safety and security requirements as specified herein, any project employee may stop all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such work stoppage shall be made subject to any claims for extension of time or for excess costs or damages sustained by the Contractor. Also, the Contractor will not be paid for work not performed as a result of the stop order.

b. Contractor Accident Prevention Plan (APP): The Contractor shall prepare a site-specific Accident Prevention Plan following the outline provided in EM 385-1-1, Appendix A as a minimum. The contractor shall address each element and sub-element in the outline in the order they appear in Appendix A. Any item from the outline that does not apply must be listed, in its assigned place and a brief explanation of the reason it is not required/provided. The APP shall address any unusual or unique aspects of the project or activity. This plan must be accepted by the Contracting Officer prior to commencement of any work. Contractors are encouraged to contact the USACE Safety & Occupational Health Office for questions or information regarding the development of contract Accident Prevention Plans. Office hours are Monday-Friday 8:30 a.m. - 4 p.m. at (304)399- 5039/5032/5326. The web address for EM 385-1-1 is:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

(1) The contractor shall have on site an employee designated as a Site Safety and Health Officer (SSHO) who has completed the OSHA 30-hour Construction Safety training or its equivalent as specified in

EM 385-1-1, 01.A.17 and has at least five years experience relative to the work to be performed. No work will be permitted unless the SSHO is present at the work site.

(2) Work crews of two or more must have two people holding current certification in First Aid and CPR from the American Red Cross, American Heart Association or a licensed physician. Training must include a hands-on component that cannot be taken online and the contractor must maintain appropriate First Aid kit on site. Single individuals working alone must have current certification in First Aid as a minimum.

(3) All work that potentially exposes the worker to falls of six feet or more will require the contractor to submit a Site Specific Fall Protection & Prevention Plan in accordance with EM 385-1-1, Section 21.D.

(4) Cranes and hoisting equipment shall be operated only by qualified personnel (operators licensing, physical and drug testing in accordance with EM 385-1-1 Section 16.B). Note: CDL Medical Clearance is not acceptable. Please see attached medical clearance requirements.

(5) Effective November 8, 2010 all “Signalpersons” and “Riggers” shall be qualified. This is a mandatory requirement in accordance with 29 CFR 1926.1400 Regulations. Riggers must be a qualified person for the performance of specified hoisting activities such as during assembly/disassembly, in accordance with OSHA 1926.1404(r)(1) and 1926.1425(c)(3).

c. Risk Management Process: The Contractor shall utilize risk management tools such as Activity Hazard Analysis (AHA), Job Hazard Analyses (JHAs), Job Safety Analyses (JSAs) or similar tools to identify, assess, prioritize risks and develop controls to minimize, monitor and control the probability and/or impact of unfortunate events to an acceptable level. Within each major phase, all activities, tasks or Definable Features of Work (DFOWs) shall be identified that will require an AHA/JSA/JHA. For each work activity, task or DFOW contractor shall prepare the initial AHA/JSA/JHA. A Risk Assessment Code (RAC) is assigned to each step, to the risk that remains after controls have been applied (residual risk) a final RAC (cannot be lower than the highest step RAC) shall be assigned. See EM 385-1-1 Section 01.A.14.b. for further guidance or contact the SOHO for assistance. The AHA/JSA/JHA shall be reviewed and accepted by the proper authority in order to proceed with the activity. All on-site employees shall review the accepted AHA/JSA/JHA prior to performing work and during weekly and “Tool Box” safety meetings as appropriate.

(1) AHA/JSA/JHA shall define the activities being performed and identify the work sequences, the specific anticipated hazards, site conditions, equipment, materials, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level of risk. AHA/JSA/JHA should indicate compliance with EM 385-1-1 personal protective equipment requirements (safety-toed work boots, safety glasses, gloves, hard hats, etc.), work crews of two or more must have two people currently qualified in first aid and CPR and the appropriate first aid kit on site. Single individuals working alone must have current certification in First Aid only.

(2) The names of the Competent Person(s) and Qualified Person(s) required for a particular activity (e.g., excavation, scaffolding, fall protection, or other activities as specified by OSHA and this manual) shall be identified and included in the AHA/JSA/JHA, as well as proof of their competency / qualification.

c. Accident/Mishap Reporting: The Contractor shall report all recordable mishaps to the GDA within 24-hours in accordance with EM 385-1-1 Section 01.D. Accidents shall be investigated to determine causal factors and corrective actions shall be implemented. Accidents resulting in: days away injuries, days away illnesses, restricted/transfer injuries, property damage of $5,000.00 or more shall be investigated and reported to the GDA using the USACE Accident Investigation Report Form ENG 3394 within 24 hours of the occurrence.

(1) Immediate notification to the GDA is required for all serious accidents:

a. Fatal Injury/illness;

b. Permanent totally disabling injury/illness;

c. Permanent partial disabling injury/illness;

d. One (1) or more persons hospitalized as inpatients as a result of a single occurrence;

e. $500,000 or greater accidental property damage;

f. Three (3) or more individuals become ill or have a medical condition suspected to be related to a site condition, or a hazardous or toxic agent on the site;

g. USACE aircraft destroyed or missing;

The Contractor shall maintain an OSHA Log of Work Related Injuries and Illnesses, OSHA Form 300 and comply with all accident reporting and recordkeeping requirements specified in 29 CFR 1904.39.

(2) In addition to the above, any mishap occurring in any of the following high hazard areas shall be reported immediately to the GDA, investigated and corrective actions implemented.

a. Electrical (includes Arc Flash, electrical shock, etc.);

b. Uncontrolled Release of Hazardous Energy (includes electrical and non-electrical);

c. Load Handling Equipment (LHE) or Rigging;

d. Fall-from-Height (any level or other than same surface);

e. Underwater Diving

9. Damage Reports: All instances where Government materials, supplies, property, and/or equipment are damaged shall be reported immediately to the Resource Manager and/or Contracting Officer Representative (COR).

10. Minimum Personal Protective Equipment: Long pants, safety toe shoes/boots, and shirts with minimum 4 inch sleeves, hard hat, hearing protection as needed, and safety eyewear. Additional Personal Protective Equipment may be needed and should be determined using the Activity Hazard Analysis.

11. Pre-Construction Conference: The Contractor shall attend a Pre-Construction Conference prior to the initiation of work under this contract. The Contractor’s Accident Prevention Plan and all contractor submittals (Special Contract Requirements) must be approved prior to this meeting.

12. Contractor Invoice: Contractor shall submit their invoice to:

US Army Corps of Engineers Beech Fork Lake

3784 Beech Fork Road Lavalette, WV 25535

13. Security Requirements. All Contractors and subcontractor employee(s) working on this contract who require access in and/or around any Huntington District facilities shall receive authorization to be on site at these facilities based upon a favorable background investigation in accordance with “Homeland Security Presidential Directive 12:

Policy for a Common Identification Standard for Federal Employees and Contractors” (HSPD 12). The Huntington District Security Management Office shall submit contractor(s) personal information to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee’s suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on the contract based upon the results of the background investigation provided by the Huntington District Security Management Office. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Huntington District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

FOR ALL CONTRACTS 1-YEAR AND SUBSEQUENT OPTION YEARS: Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Huntington District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or on District facilities.

The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working,

(2) Project Name, (3) Contract Number (4) Task Order Number when applicable, and (5) Security Information sheet on each employee working on site must be submitted directly to the Huntington District Security Office.

The Contractor must provide a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State) and Driver’s license number if available. It is the Contractor’s responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

Contractors shall have background checks completed for their employees annually in the case of Contracts with option periods. For instance, if the employee was cleared in May of 2018, they shall be cleared again in May of 2019. It is the Contractor’s responsibility to ensure that each employee’s security is up to date. Failure to comply may lead to possible removal from the project/jobsite.

The Contractor must ensure if new employees are brought in to work on an existing Contract with the U.S. Army Corps of Engineers (USACE), they must process the employee through the Huntington District USACE Security Management Office for background purposes.

FOR CONTRACTORS REQUIRING DOD COMMON ACCESS CARDS (CAC): The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual must take prints, ORI block on the FD 258 must be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by Contracting Division by contacting the Huntington District Security Management Office).

Contractor shall report any changes in personnel, or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Huntington District Security Management Office will conduct an initial criminal check based upon the information provided. If there are no issues, the Huntington District Security Management Office will make recommendations to the PCO or their Designated Representative. The Huntington District Security Management Office cannot give approval due to unfavorable report(s). The Huntington District Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise the Contractor of the decision.

FOREIGN NATIONALS. The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters staff to complete. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, “Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives” dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers’ contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following: a U.S. passport, Certificate of U.S. Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, the Contractor is encouraged to work closely with the Huntington District Security Management Office. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the contractor / subcontractor from beginning work.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.

The Contractor shall contact the Huntington District Security Management Office by phone, letter, or email at the following numbers/addresses:

CELRH-SM

502 Eighth Street Huntington, WV 25701

Stephen R. Curry, phone (304) 399-5695; email stephen.r.curry@usace.army.mil Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil Sandra L. Hardwick, phone (304) 399-5612; email sandra.l.hardwick@usace.army.mil

AT/OPSEC Requirements: The following shall be accomplished by the contractor prior to the issuance of the Notice to Proceed:

(1) AT Level 1 Training. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

(2) Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

(3) Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something). The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

(4) For Contracts that Require OPSEC Training. All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites:

https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

(5) Pre-Screen Candidates Using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

14. Wage Rates: Davis-Bacon wage rates are applicable to this procurement and are attached to this solicitation in accordance with contract clause FAR 52.222-6.

15. Deficiencies: If the contractor fails to perform, or if performance in any area is judged unsatisfactory, the Government will take corrective action. See FAR Clause 52.246-12.

ADDITIONAL INFORMATION:

5152.231-9000

UAI 5152.231-9000 Equipment Ownership and Operating Expense Schedule.

EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

(a) This clause does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(End of clause)

5152.236-9009

UAI 5152.236-9009 Partnering As prescribed in 5136.570-100(j), insert the following clause:

PARTNERING (FEB 2000)

In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the Contractor, primary subcontractors and designers, and the US Army Corps of Engineer. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership would be bilateral in membership and participation will be completely voluntary. Any cost associated with effectuating this partnership, excluding travel and lodging cost of Government personnel, will be borne by each party. The partnering meetings, in needed, shall be held informally during the period of performance at Mohicanville Dam, Lakeville, OH; at the request of either the Contractor or the Government.

Attendance via phone conference/web meeting would be allowed for those personnel not already working onsite.

5152.222-9000 Contractor Supply and Use of Electronic Software for Processing Wage Rate Requirements Statute Certified Labor Payrolls (APR 2011)

(a) The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

(b) If the contractor elects to use an electronic payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS; USACE Acquisition Instruction (UAI) Version 4 dated 25 JAN 2017

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

(d) All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately priced or reimbursed item under this contract.

The following have been deleted:

STATEMENT OF WORK

(End of Summary of Changes)