W9123719Q0006.pdf

FISHTRAP LAKE

2204 FISHTRAP RD.

SHELBIANA KY 41562-9732

TEL: FAX:

W81F8E90573151

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9123719Q0006 22-Apr-2019 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

USACE, CONTRACTING DIVISION

KAREN SIMMONS, 502 8TH STREET

HUNTINGTON WV 25701

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

03-May-2019(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

304-399-5182KAREN L SIMMONS

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W9123719Q0006

Section B - Supplies or Services and Prices

ADDITIONAL INFORMATION

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE.

SEE CLAUSE 52.236-27 FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT ALL QUESTIONS TO KAREN SIMMONS AT (304)399-5182 or Karen.L.Simmons@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITATION SHOULD BE BROUGHT TO THE

ATTENTION OF MRS. SIMMONS. THE SOLICITATION AND RESULTING CONTRACT

SHALL BE THE GOVERNING DOCUMENT IN ALL CASES.

**QUOTES CAN BE E-MAILED TO KAREN SIMMONS AT Karen.L.Simmons@usace.army.mil Per FAR 36.204 the estimated price range for this project is between $25,000.00 and $100,000.00.

NOTE: Award will be made to the lowest price offeror who meets the technical requirements of the solicitation and is deemed responsible by the contracting officer.

NOTE: this procurement is 100% Set-Aside for Historically Underutilized Business Zone (HUBZONE) Small Business.

QUOTATION INSTRUCTIONS (Provide the following with your quote):

Company Name and Address: _________________________________

Phone Number: ______________________________ Fax Number: ____________________________

Email Address: ______________________________________________

Business Size (select all that apply):

Large Business _____ Small Business_____ HUBZone Business_____ 8A _____

Woman-Owned ____ Service-Disabled Veteran-Owned ____

If subcontractor will be used for this work, please provide company name and credentials/qualifications: ___________________________________.

Contractors must be registered in the System for Awards Management (SAM) database (www.sam.gov ) to receive an award (See FAR 52.204-7). (Formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website.

Please note, as of April 2018, GSA's System for Award Management (SAM) system is requiring new registrations and renewals of existing registrations to submit an original signed notarized letter identifying the authorized Entity Administrator. Vendors are encouraged to check their entity's status in SAM.gov and plan accordingly. If the prospective contractor is not registered in the SAM database, the Contracting Officer will following the procedures at FAR 4.1103. Contact the supporting Federal Service Desk at www.fsd.gov, or by telephone at 866-606-8220 (toll free) or 334-206-7828 (internationally) Monday through Friday from 8 a.m. to 8 p.m. (EDT), for FREE assistance.

Contractor is registered with SAM: _____ YES _____ NO (See FAR 52.204-7) Provide business Unique Entity Identifier number: ___________________________(phone 800-333-0505 for Unique Entity Identifier number).

Provide business CAGE code: _______________________________

Provide Tax Identification Number: _________________________________

Contractors are not required to submit an Accident Prevention Plan (APP) with their quote.

The successful offeror will be required to submit this document upon award. The APP must be accepted by the Government Designated Authority prior to the preconstruction conference.

The contractor that receives this award will have 10 calendar days to provide an Accident Prevention Plan (APP). If this deadline is not met, the contractor will be given a cure notice stating that they will have 10 calendar days to submit an APP, otherwise the contract may be terminated for default.

PRICE BREAKOUT SCHEDULE

Item Description Qty Unit Total

0001 Reimbursement of actual 1 Job $ ____________ cost of payment protection for quote in excess of

$35,000.00 for the base Work (see FAR 52.228-13).

0002 Labor for installing concrete 1 Job $ ____________ Apron and Extension of Pad

In accordance with the attached Scope of Work at Debris Ramp, Fishtrap Lake, Shelbiana, KY.

0003 Materials and supplies for 1 Job $ ____________ Concrete Apron and Extension of Pad

In accordance with the attached Scope of Work at Debris Ramp, Fishtrap Lake, Shelbiana, KY.

Total Work $ ____________

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

FFP

The Contractor shall provide all labor, equipment, and material to accomplish Concrete Apron and Pad Extension ramp Fishtrap Lake, Shelbiana, KY. All work shall be in accordance with the attached Statement of Work and the terms and conditions of the basic contract.

FOB: Destination

MILSTRIP: W81F8E90573151

PURCHASE REQUEST NUMBER: W81F8E90573151

NET AMT

Section C - Descriptions and Specifications

SCOPE OF WORK

CONCRETE APRON AND PAD EXTENSION

AT FISHTRAP LAKE (FRL)

C-1 General

The work will be performed at the Fishtrap Lake (FRL), located at 2204 Fishtrap Road Shelbiana, KY 41562.

These specifications are for the installation of an extension of existing concrete apron, pad, and stone backfill at the debris access ramp.

C-2 Scope of Work and Information

C-2.1 General Work Parameters

The Contractor shall provide all labor, equipment, and material to accomplish the work as outlined in this SOW.

All work will be conducted M-F between 0730-1530 hrs. No work shall be performed on weekends or observed Federal Holidays. Work may continue outside these times with permission from the on-site government representative. The Contractor shall notify the on-site government representative when Contractor personnel are on-site before starting work. All work shall be performed so that access to shelter is uninterrupted. Temporary access restrictions and closures may be coordinated with FRL staff and approved by the on-site government representative. Work shall commence within 14 calendar days of Notice to Proceed and shall be completed within 30 calendar days of start. Contractor shall notify the on-site government representative when the job is complete, at which time final inspection shall take place. Payment shall be initiated upon acceptance by the on-site government representative.

C-2.2 Concrete Apron, Pad, and Stone Backfill Adjacent to Debris Access Ramp

C-2.2.1 General Work Area Description

APRON

The addition to the concrete apron, measuring 160’ length x 2’ bottom width x 2’ top width x 45” height (See Exhibit 1 and Exhibit 2), shall be installed adjacent to the concrete access ramp along the existing stone slope. The apron entrance shall wing at a 30 degree angle into the existing stone slope upon entrance onto the debris access ramp. The area between the apron and the existing concrete pad shall be placed in concrete at a minimum depth of 8”. The dry side of the apron shall be backfilled with a maximum size of 15” and a minimum of 4” stone to the top elevation of the apron and along the complete length of the apron. (See Exhibit 2) The apron shall turn 90 degrees and continue behind and against the existing 25’L x 16”H x 14”W apron. (See Exhibit 1) The apron extension end shall wing at a 45 degree angle into the existing stone slope and the end of the old apron.

FOOTING

The Apron shall be constructed on a 160’ L x 12” H x 3’ W concrete footing. The top elevation of the concrete footing shall be the same top elevation as the existing concrete pad. (See Exhibit 2)

PAD

A concrete pad extension, measuring 75’L x 30’angled to 20’ shall be place along the existing pad. (See Exhibit 1 and Exhibit 3) The old concrete pad shall be saw cut 75’ to allow the extension pad to connect.

The top elevation of the extension concrete pad shall match the existing pad at the connection, and the bottom elevation of the extension concrete pad shall follow the contour of the existing stone. The extension concrete pad at the 20’ and 30’ distance shall be 24” lower in elevation than the existing 75’ connection elevation of the extension and old concrete pads. (See Exhibit 3) The concrete shall be a minimum of 12” depth connecting to the existing pad. No fill material shall be placed under the extension concrete pad or apron.

C-2.2.2 Removal of Existing Gravel and Concrete Debris

All material removed shall be disposed of offsite at a licensed facility of the Contractor’s discretion.

C-2.2.3 Installation of Compacted Base Material

Prior to placing any concrete for the apron or pad the area of placement shall be clear of sedimentation, contaminants, debris, or and material other than existing stone. Fill material shall not be placed for apron or pad.

C-2.2.4 Formwork and Reinforcement Installation

All formwork shall be sufficient to minimize tripping hazards and promote smooth transitions. All formwork will be removed by the contractor after concrete has sufficiently cured and properly disposed of.

The Contractor shall take precautions to preserve and protect the concrete during all phases of construction, including to finished concrete surface level. The concrete footing, apron, and pad shall be reinforced with #5 rebar. The concrete pad shall have a 12” grid/mat layout of #5 rebar with a 4” bottom elevation cover within the concrete pad. All rebar over laps shall be a minimum of 12” and double tied. All rebar intersections shall be 100% tied. The concrete footing shall have two #5 horizontal rebar on a 12” side x 4” bottom layout along the footings entire length. (See Exhibit 2) All overlaps shall be 12” double tied. The footing shall have #5 vertical rebar 8” into the footing tied to the horizontal rebar on 12” centers along both runs of horizontal steel. The vertical still shall be a continuous piece of rebar 20” L with 12” above the top elevation of the footing as to tie the apron #5 vertical rebar. (See Exhibit 2) The apron shall have #5 rebar on 12” centers vertically along the aprons entire length with a 4” interior cover and double tied to the 12” vertical steel from the footings top elevation. The apron shall have 6 horizontal runs of #5 rebar with 3 on each side tying the aprons vertical rebar on 12” centers. All overlaps shall be 12” minimum and double tied. (See Exhibit 2) All rebar intersects shall be 100% tied. All concrete ties shall be of wire only. Weep drains consisting of 2” schedule 40 PVC shall be placed at 12” elevations above the bottom elevation of the apron on 8’ centers along the length of the apron. The weep drains shall be placed along the wall until the weep drain elevation of the apron runs below soil grade. (See Exhibit 1 and Exhibit 2)

C-2.2.5 Installation of Expansion and Crack-Control Joints

The apron and pad shall be a continuous concrete placement without any cold joints to minimize cracking and settling damage to the concrete. The apron and pad concrete placement can take place separately.

C-2.2.6 Concrete Installation

Concrete shall be a minimum of 6,000 lb mix and shall be of uniform composition throughout. It shall be free of cold joints, voids, air pockets, foreign materials, etc. Concrete shall be placed continuous to eliminate cold joints. Material shall be sufficiently worked manually or by a mechanical agitator to “air train” the concrete and eliminate voids and air pockets. Concrete shall not be placed in temperatures below freezing.

C-2.2.7 Concrete Finish

Concrete shall be finished so that all outside surface of apron is smooth. The finished concrete surface of the pad shall be of uniform pattern and non-skid (grooved bridge surface finish).

C-2.3 Environmental Impact

The work area shall be clearly marked and comply with all Federal, State, and Local regulations.

C-2.4 Warranties

Contractor shall provide a minimum of 5-year warranty against workmanship under normal condition.

C-3 Federal Holidays

When one of the designated holidays falls on a Sunday the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours to be approved by Project Manager. Work shall be scheduled around the above listed Federal holidays unless approved in advance.

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)

C-4 Contractor and Government Equipment and Supplies

The contractor shall furnish all personnel, equipment, transportation, disposal, supplies and materials to perform the work. No government equipment or supplies shall be used for this project.

C-5 Contractor Safety Requirements

C-5.1 General

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.

C-5.2 Contractor Accident Prevention Plan (APP)

The Contractor shall prepare an Accident Prevention Plan following the outline provided in EM 385-1-1, Appendix A.11 as a minimum. The contractor shall address each element and sub-element in the outline in the order they appear in Appendix A. If other areas of the EM 385-1-1 are pertinent to the contract the contractor must assure these areas are addressed as well. Any item from the outline that does not apply must be listed and a brief explanation of the reason it is not required. All concrete and masonry work must follow the safety guidelines provide in Section 27.B of EM 385-1-1. The plan must be accepted by the Contracting Officer prior to commencement of any work. Appendix A is included as attachment 1 to this document. The Web Address for EM-385-1-1 is: http://usace.army.mil/CESO/Documents/EM385-1-1FINAL.pdf All employees involved in providing services shall read and review the applicable AHA for that job. All employees performing work under this contract shall wear personal protective equipment as specified in EM 385-1-1 including as a minimum safety-toed boots, hard hat, safety glasses, hearing protection, sleeved shirts, long pants, and gloves and other equipment common to trade as specified in EM 385-1-1.

(1) The contractor shall have on site an employee designated as a Site Safety and Health Officer who has completed the OSHA 30-hour Construction Safety training or its equivalent as specified in EM 385-1-1, Appendix A, paragraph 4 and two people at each work location with current certification in First Aid and CPR as specified in Section 3 of EM 385-1-1.

C-5.3 Activity Hazard Analysis (AHA)

The Contractor shall prepare and use an AHA outline specific job steps and the hazards associated with those steps as one of many tools to insure safe performance of work. It is the Contractor's responsibility to prepare the AHA. The AHA shall be accepted by the GDA and/or on-site government representative prior to commencement of work. All on-site employees shall review the accepted AHA prior to performing work and during weekly and “Tool Box” safety meetings as appropriate.

a. AHAs 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.

b. Work shall not begin until the AHA for the work activity has been accepted by the Government

Designated Authority (GDA) and discussed with all engaged in the activity, including the Contractor, subcontractor(s), and Government on-site representatives at preparatory and initial control phase meetings.

c. The names of the Competent/Qualified Person(s) required for a particular activity (for example, electrical, excavations, scaffolding, fall protection, other activities as specified by OSHA and this manual) shall be identified and included in the AHA. Proof of their competency/qualification shall be submitted to the GDA for acceptance prior to the start of that work activity.

d. The AHA shall be reviewed and modified as necessary to address changing site conditions, operations, or change of competent/qualified person(s).

(1) If more than one Competent/Qualified Person is used on the AHA activity, a list of names shall be submitted as an attachment to the AHA. Those listed must be Competent/Qualified for the type of work involved in the AHA and familiar with current site safety issues.

(2) If a new Competent/Qualified Person (not on the original list) is added, the list shall be updated (an administrative action not requiring an updated AHA). The new person shall acknowledge in writing that he or she has reviewed the AHA and is familiar with current site safety issues.

C-5.4 On-site Public Safety

Work on this contract is immediately adjacent to public recreation facilities. Safety precautions to warn and limit public access shall be addressed in both the APP and AHA.

C-5.5 Damage Reports

All instances where Government materials supplies, property, and/or equipment are damaged shall be reported immediately to the Resource Manager.

C-5.6 Accident Reporting

The Contractor shall maintain an accurate record of ENG Form 3394, and report to the Resource Manager all accidents within 24 hours of the occurrence. All serious accidents (those resulting in death or injury requiring medical attention) shall be reported immediately. The Contractor shall maintain an OSHA Log of Work Related Injuries and Illnesses, OSHA Form 300.

C-5.7 Minimum Personal Protective Equipment

Long pants, safety toe shoes/boots, and shirt with minimum 4 inch sleeve, hard hat and safety glasses.

C-5.8 Contract Employees’ Conduct and Competency. All contract employees shall conduct themselves in a proper manner at all times. Since the majority of work shall be performed in the presence of the general public, the conduct of all employees is critical and will be closely monitored. Use of controlled substances or consumption of beer or alcoholic beverages by contract employees is strictly prohibited. The contractor may be required to immediately remove from the work site any employee of the Contractor who is incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee’s ability to satisfactorily perform the work.

C-5.9 Deficiencies. If the Contractor fails to perform, or if performance in any area is judged unsatisfactory, the Government will take corrective action. If any of the work does not conform to contract requirements, the Government may require the Contractor to perform the services again in conformity with contract requirements, at no cost to the Government. When the defect in services cannot be corrected by re-performance, or cannot be corrected in the specified time frame, the Contractor is required to respond to a Contract Discrepancy Report and deductions will be determined in accordance with Contract Clause entitled “Terms and Conditions- Simplified Acquisitions (Other than Commercial Items), paragraph (d).”

C5.10 Pre-Work Conference

The Contractor shall attend a pre-work conference, prior to the initiation of work under this contract. The Contractors Safety Plan must be approved prior to this meeting.

C-6 Site Visit

Offerors are encouraged to make a site visit by contacting:

U.S. Army Corps of Engineers Fishtrap Lake

2204 Fishtrap Road Shelbiana, KY 45162 Phone: 606-437-7496 Fax: 606-437-1952

C-7 Contractor Submittals

The successful offeror shall provide as a minimum the following documentation:

A. Accident Prevention Plan – EM 385-1-1 Appendix A and APP (Accident Prevention Plan) Sample Attached

B. Activity Hazard Analysis – Template and “Example” Attached

C. Invoice as stated on the contract award.

D. Man-hour report to project office at completion of work.

C-8 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 CONTRACTS LESS THAN 1 YEAR DURATION/OPTION TO EXTEND CONTRACTS:

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 CONTRACTS IN EXCESS OF 1 YEAR DURATION, THE DOCUMENTS LISTED BELOW ARE

REQUIRED:

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

Operational Security and Anti-Terrorism. The following shall be accomplished by the contractor before any task order will be issued:

(1) 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 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 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 individual facility or installation change, the Government may require changes in contractor security matters or processes.

(2) For contractors who do not require CAC, but require access to a DoD facility or installation Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

(3) Pre-screen candidates using E-Verify Program.The Contractor must prescreen Candidates using the E-verify Program, http://www.dhs.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 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 three (3) business days after the initial contract award.

Additional Information:

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;

(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 bid or reimbursed item under this contract.

(End of clause)

5152.231.9000 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.

51512.236-9009 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 Corps of Engineers. 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, if needed, shall be held informally during the period of performance of the contract at Fishtrap Lake, Shelbiana, Kentucky; at the request of either the Contractor or the Government. Participation attendance via phone conference/web meeting would be allowed for those personnel not already working on site.

APPENDIX A

MINIMUM BASIC OUTLINE FOR ACCIDENT PREVENTION PLANS

An Accident Prevention Plan (APP) is a safety and health policy and program document. The following areas are typically addressed in an APP, but an APP shall be job-specific and shall also address any unusual or unique aspects of the project or activity for which it is written.

The APP shall interface with the employer’s overall safety and health program, and a copy shall be available on the work site. Any portions of the overall safety and health program that are referenced in the APP shall be included as appropriate. ANSI/ASSE A10.38 should be referenced for Programmatic Issues.

> For LIMITED-SCOPE SERVICE, SUPPLY AND R&D CONTRACTS, for example, mowing (only), park attendant, rest room cleaning, the Contracting Officer and SOHO may allow an ABBREVIATED APP (customized APP requirements and waive the more stringent elements of this section). > See 01.A.11, and Appendix A, paragraph 11.

1. SIGNATURE SHEET. Title, signature, and phone number of the following:

a. Plan preparer (Qualified Person, Competent Person, such as corporate safety staff person, QC);

b. Plan must be approved, by company/corporate officers authorized to obligate the company;

c. Plan concurrence (e.g., Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project QC). Provide concurrence of other applicable corporate and project personnel (Contractor).

2. BACKGROUND INFORMATION. List the following:

a. Contractor;

b. Contract number;

c. Project name;

d. Brief project description, description of work to be performed, and location; phases of work anticipated (these will require an AHA).

3. STATEMENT OF SAFETY AND HEALTH POLICY. Provide a copy of current corporate/company Safety and Health Policy Statement, detailing commitment to providing a safe and healthful workplace for all employees.

The Contractor’s written safety program goals, objectives, and accident experience goals for this contract should be provided.

4. RESPONSIBILITIES AND LINES OF AUTHORITIES. Provide the following:

a. A statement of the employer’s ultimate responsibility for the implementation of his SOH program;

b. Identification and accountability of personnel responsible for safety at both corporate and project level.

Contracts specifically requiring safety or industrial hygiene personnel shall include a copy of their resumes.

Qualifications shall include the OSHA 30-hour course or equivalent course areas as listed here:

(1) OSH Act/General Duty Clause;

(2) 29 CFR 1904, Recordkeeping;

(3) Subpart C: General Safety and Health Provisions, Competent Person;

(4) Subpart D: Occupational Health and Environmental Controls, Citations and Safety Programs;

(5) Subpart E: PPE, types and requirements for use;

(6) Subpart F: understanding fire protection in the workplace;

(7) Subpart K: Electrical;

(8) Subpart M: Fall Protection;

(9) Rigging, welding and cutting, scaffolding, excavations, concrete and masonry, demolition;

health hazards in construction, materials handling, storage and disposal, hand and power tools, motor vehicles, mechanized equipment, marine operations, steel erection, stairways and ladders, confined spaces or any others that are applicable to the work being performed.

c. The names of Competent and/or Qualified Person(s) and proof of competency/qualification to meet specific OSHA Competent/Qualified Person(s) requirements must be attached. The District SOHO will review the qualifications for acceptance;

d. Requirements that no work shall be performed unless a designated competent person is present on the job site;

e. Requirements for pre-task safety and health analysis;

f. Lines of authority;

g. Policies and procedures regarding noncompliance with safety requirements (to include disciplinary actions for violation of safety requirements) should be identified;

h. Provide written company procedures for holding managers and supervisors accountable for safety.

5. SUBCONTRACTORS AND SUPPLIERS. If applicable, provide procedures for coordinating SOH activities with other employers on the job site:

a. Identification of subcontractors and suppliers (if known);

b. Safety responsibilities of subcontractors and suppliers.

6. TRAINING.

a. Requirements for new hire SOH orientation training at the time of initial hire of each new employee.

b. Requirements for mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE) and any requirements for periodic retraining/recertification.

c. Procedures for periodic safety and health training for supervisors and employees.

d. Requirements for emergency response training. > See paragraph 9.b. below for a list of requirements that may require emergency response training.

7. SAFETY AND HEALTH INSPECTIONS.

a. Specific assignment of responsibilities for a minimum daily job site safety and health inspection during periods of work activity: Who will conduct (e.g., SSHO, PM, safety professional, QC, supervisors, employees – depends on level of technical proficiency needed to perform said inspections), proof of inspector’s training/qualifications, when inspections will be conducted, procedures for documentation, deficiency tracking system, and follow-up procedures.

b. Any external inspections/certifications that may be required (e.g., USCG).

8. ACCIDENT REPORTING. The Contractor shall identify person(s) responsible to provide the following:

a. Exposure data (man-hours worked);

b. Accident investigations, reports, and logs: Report all accidents as soon as possible but not more than 24 hours afterwards to the Contracting Officer/on-site government representative. The contractor shall thoroughly investigate the accident and submit the findings of the investigation along with appropriate corrective actions to the Contracting Officer/on-site government representative in the prescribed format as soon as possible but no later than five (5) working days following the accident. Implement corrective actions as soon as reasonably possible;

c. The following require immediate accident notification:

(1) A fatal injury;

(2) A permanent total disability;

(3) A permanent partial disability;

(4) The hospitalization of three or more people resulting from a single occurrence;

(5) Property damage of $1,000 or more.

9. PLANS (PROGRAMS, PROCEDURES) REQUIRED BY THE SAFETY MANUAL. Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans may include but not be limited to:

a. Layout plans (04.A.01);

b. Emergency response plans:

(1) Procedures and tests (01.E.01);

(2) Spill plans (01.E.01, 06.A.02);

(3) Firefighting plan (01.E.01, Section 19);

(4) Posting of emergency telephone numbers (01.E.05);

(5) Man overboard/abandon ship (Section19.A.04);

(6) Medical Support. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (Section 03.A.02; 03.D);

c. Plan for prevention of alcohol and drug abuse (01.C.02);

d Site sanitation plan (Section 02);

e Access and haul road plan (4.B);

f. Respiratory protection plan (05.G);

g. Health hazard control program (06.A);

h. Hazard communication program (06.B.01);

i. Process Safety Management Plan (06.B.04);

j. Lead abatement plan (06.B.05 & specifications);

k. Asbestos abatement plan (06.B.05 & specifications);

l. Radiation Safety Program (06.E.03.a);

m. Abrasive blasting (06.H.01);

n. Heat/Cold Stress Monitoring Plan (06.I.02)

o. Crystalline Silica Monitoring Plan (Assessment) (06.M) ;

p. Night operations lighting plan (07.A.08);

q. Fire Prevention Plan (09.A);

r. Wild Land Fire Management Plan (09.K);

s. Hazardous energy control plan (12.A.01);

t. Critical lift Plan (16.H);

u. Contingency plan for severe weather (19.A.03);

v. Float Plan (19.F.04);

w. Site-Specific Fall Protection & Prevention Plan (21.C);

x. Demolition plan (to include engineering survey) (23.A.01);

y. Excavation/trenching plan (25.A.01);

z. Emergency rescue (tunneling) (26.A.);

aa. Underground construction fire prevention and protection plan (26.D.01);

bb. Compressed air plan (26.I.01);

cc. Formwork and shoring erection and removal plans (27.C);

dd. PreCast Concrete Plan (27.D);

ee. Lift slab plans (27.E);

ff. Steel erection plan (27.F.01);

gg. Site Safety and Health Plan for HTRW work (28.B);

hh. Blasting Safety Plan (29.A.01);

ii. Diving plan (30.A.13);

jj. Confined space Program (34.A).

10. RISK MANAGEMENT PROCESSES. Detailed project-specific hazards and controls shall be provided by an Activity Hazard Analysis (0I.A.13) for each major phase/activity of work.

11. ABBREVIATED APP for LIMITED-SCOPE SERVICE, SUPPLY AND R&D CONTRACTS. If service, supply and R&D contracts with limited scopes are awarded, the contractor may submit an abbreviated Accident Prevention Plan. This APP shall address the following areas at a minimum. If other areas of the EM 385-1-1 are pertinent to the contract, the contractor must assure these areas are addressed as well.

a. Title, signature, and phone number of the plan preparer.

b. Background Information to include: Contractor; Contract number; Project name; Brief project description, description of work to be performed, and location (map); The project description shall provide a means to evaluate the work being done (see AHA requirements in 01.A.13) and associated hazards involved. Contractor’s APP shall address the identified hazards involved and the control measures to be taken.

c. Statement of Safety and Health Policy detailing their commitment to providing a safe and healthful workplace for all employees.

d. Responsibilities and Lines of Authorities – to include a statement of the employer’s ultimate responsibility for the implementation of his SOH program; Identification and accountability of personnel responsible for safety at all levels to include designated site safety and health officer (SSHO) and associated qualifications. The District SOHO will review the qualifications for acceptance.

e. Training - new hire SOH orientation training at the time of initial hire of each new employee and any periodic retraining/recertification requirements.

f. Procedures for job site inspections - assignment of responsibilities and frequency.

g. Procedures for reporting man-hours worked and reporting and investigating any accidents as soon as possible but not more than 24 hours afterwards to the Contracting Officer/on-site government representative. An accident that results in a fatal injury, permanent partial or permanent total disability shall be immediately reported to the Contracting Officer.

h. Emergency Planning. Employees working alone shall be provided an effective means of emergency communication. This may be cellular phone, two-way radio or other acceptable means. The selected means of communication must be readily available and must be in working condition.

i. Drinking Water provisions, toilet and washing facilities.

j. First Aid and CPR training (at least two employees on each shift shall be qualified/certified to administer first aid and CPR) and provision of first aid kit (types/size).

k. Personal Protective Equipment.

(1) Work Clothing - Minimum Requirements. Employees shall wear clothing suitable for the weather however minimum requirements for work shall be short-sleeve shirt, long pants (excessively long or baggy pants are prohibited) and leather work shoes. If analysis determines that safety-toed (or other protective) footwear is necessary (i.e., mowing, weed eating, chain saw use, etc), they shall be worn

(2) Eye and Face Protection. Eye and face protection shall be worn as determined by an analysis of the…