B.08.02_W9123719Q0020.pdf

SAPCLAUSES

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9123719Q0020 22-Aug-2019 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

SEE SCHEDULE

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

KRISTIN BLAKE, 502 8TH STREET

HUNTINGTON WV 25701

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

06-Sep-2019(Date)

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

304-399-5693KRISTIN D BLAKE

(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

W9123719Q0020

Section B - Supplies or Services and Prices

ADDITIONAL INFORMATION

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 KRISTIN BLAKE AT (304) 399-5693 or kristin.d.blake@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE

VISIT WHICH CONFLICTS WITH THIS SOLICITATION SHOULD BE

BROUGHT TO THE ATTENTION OF MRS. BLAKE. THE SOLICITATION AND

RESULTING CONTRACT SHALL BE THE GOVERNING DOCUMENT IN ALL

CASES.

**QUOTES CAN ONLY BE FAXED OR PREFERABLY BE E-MAILED TO KRISTIN BLAKE

AT kristin.d.blake@usace.army.mil or faxed to (304) 399-5281 by September 11, 2019 at 5 p.m.

Eastern.

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.

The intent is to award without discussions.

NOTE: this procurement is 100% Set-Aside for Small Business. For more information see FAR Clause 52.219-6 (Dev).

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 ) prior to submitting a quote (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:

All work under this contract shall be in performance with all local, state, and federal laws, regulations, and codes.

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.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 Job Mohicanville Fencing

FFP

Contractor to furnish the necessary labor, materials and supervision required to complete paving in accordance with the attached Scope of Work. Work is to be performed at Mohicanville Lake, Lakeville, OH. This CLIN is for funding purposes only; the Price Breakout Schedule shall be filled in below.

FOB: Destination

PURCHASE REQUEST NUMBER: SAPCLAUSES

NET AMT

PRICE BREAKOUT SCHEDULE

Line Item No. Description of Requirement Qty/Unit of Measure Extended Price

0001 Reimbursement of actual cost of payment bond for quotes in excess of $35,000.00

JOB $__________

0002 Mobilization & de-mobilization of equipment required in accordance with the attached Scope of Work.

0003 Labor for Fencing at Mohicanville Lake in accordance with the attached Scope of Work.

0004 Materials and Supplies for Fencing at Mohicanville Lake in accordance with the attached Scope of Work.

TOTAL $__________

Section C - Descriptions and Specifications

SCOPE OF WORK

SCOPE OF WORK

INSTALL NEW CHAIN LINK FENCE

AROUND MAINTENANCE BUILDING AREA

Mohicanville Dam 2297 County Rd 175, Lakeville, Ohio 44638-9610

PH: 419-368-4712 FAX: 419-368-8144

DESIGNATED AREA:

US Army Corps is requiring the installation of Security Fencing around the Mohicanville Dam Maintenance Building.

GENERAL CONDITIONS:

Contractor shall furnish all necessary labor, material, equipment, permits and insurance to complete the following operations in a first class workmanlike manner. Prices should include equipment mobilization & de-mobilization, fuel, labor, all materials and equipment to complete the job.

GENERAL INSTALLATION:

The contractor shall provide all labor and materials necessary to furnish and install a compound 130 feet by 124 feet with approximately 508 feet of new chain link fence around the maintenance building and parking area. The chain link fence shall be 8 feet in height with a barbed wire cap.

Two cantilever gates, 20 feet wide, shall be installed as indicated on the attached sketch. Fence shall have proper grounding as required. All material provided in the performance of this contract shall be unused and meet the requirements of the specifications. See Exhibit 1 and Exhibit 2 for Detail.

REQUIRED SUBMITTALS:

The Contractor shall furnish a drawing showing proposed layout of fence to show proposed alignment of fence and location of all posts, gates and other details necessary to confirm that the proposed layout is acceptable and meets the requirements of the specifications. The Contractor shall provide Operating and Maintenance Instructions along with a Manufacturers Recommendation for Scheduled Maintenance and tasks.

MATERIAL STORAGE and HANDLING Materials delivered to site shall be in an undamaged condition. Materials shall be stored off the ground to provide protection against oxidation caused by ground contact.

FENCE FABRIC

Provide ASTM A392, Class 1, zinc-coated steel wire with minimum coating weight of 1.2 ounces of zinc per square meter foot of coated surface. Fabricate fence fabric of 9 gauge wire woven in 2 inch mesh conforming to ASTM A116. Set fabric height 8 feet. Fabric shall be twisted and barbed on the top selvage and knuckled on the bottom selvage. Secure fabric to posts using stretcher bars or ties spaced 15 inches on center, or by integrally weaving to integral fastening loops of end, corner, pull, and gate posts for full length of each post. Install fabric on opposite side of posts from area being secured.

POSTS

Provide Class 1 steel pipe grade A high strength grade 50,000 psi or equivalent pipe conforming to ASTM F 1083 (schedule 40 standard weight) meets or exceeds the requirements for grade A.

Steel pipe other than ASTM F 1083 (schedule 40 standard weight) shall meet the outsides dimensions and minimum wall thickness required and shall have minimum yield strength of 50,000 psi. Grade A pipe shall be hot-dipped zinc coated inside and out with an average weight of not less than 1.8 ounces of zinc per square foot of coated surface area. Provide sizes as shown on the drawings. Line posts and terminal (corner, gate, and pull) posts selected shall be of the same designation throughout the fence. Provide gate posts for the gate type specified subject to the limitation specified in ASTM F900 and/or ASTM F1184. Post spacing shall conform to the recommended guidelines as set forth in the CLFMI "Wind Load Guide for the Selection of Line Post Spacing and Size" unless specified to exceed those guidelines.

FS RR-F-191/3 line posts; Class 1, steel pipe, Grade A. End, corner, and pull posts; Class 1, steel pipe, Grade A.

ACCESSORIES

Provide accessories conforming to ASTM F626.Ferrous accessories shall be zinc or coated.

Furnish truss rods for each terminal post. Provide truss rods with turnbuckles or other equivalent provisions for adjustment. Provide Barbed wire supporting arms of the single 45 degree (Line Post) and Single 35 Degree (Corner Post) outward angle 3-strand arm type and of the design required for the post furnished. Secure arms by top rail and pin riveted in place. Provide 9 gauge steel tie wire for attaching fabric to rails, braces, and posts and match the coating of the fence fabric. Tie wires for attaching fabric to tension wire on high security fences shall be 16 gage stainless steel. Miscellaneous hardware coatings shall conform to ASTM A153/A153M unless modified.

BRACES AND RAILS

ASTM F1083, zinc-coated, Group IA, steel pipe, size NPS 1-5/8(1.660). Braces and rails shall be Group 1A, steel pipe, and size NPS 1-5/8 (1.660). Top rail lengths shall be fitted with 6-inch connectors of the same material as the rail or shall have a 3-inch long swage on one end for connecting into a continuous run. Suitable fittings shall be provided for securing top rail to each gate, corner, and end posts. Braces shall be provided for gate posts and each terminal post when a top rail is not used. Braces shall be furnished with or without top rail. Braces extending to line post shall be connected back to the base of the brace post by a 5/16 inch minimum outside diameter truss rod and tightener.

BARBED WIRE

Barbed wire shall consist of two 12-1/2-gage twisted line wires with 14-gage round barbs as listed in ASTM A121, Design Number 12-4-5-14R. Barbed wire shall be zinc-coated steel per ASTM F166. All barbs shall consist of four points and spacing of barbs shall be at 5-inch (+1-inch) centers. Zinc-coated steel barbed wire shall have a zinc coating of at least 0.80 ounces per square foot of coated surface area

CONCRETE

ASTM C94/C94M, 3/4 inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Grout shall consist of one part portland cement to three parts clean, well-graded sand and the minimum amount of water to produce a workable mix.

CANTILEVER GATE ASSEMBLY

Provide gate assembly of the same material as the posts. Cantilever gate frames shall consist of 2-1/2" O.D. horizontal rails, 2" O.D. vertical bracing, and 1-5/8" diagonal bracing; all shall be welded and galvanized for the longest lasting gate. Gates fabric shall be fully stretched, including counterbalance so they do not require modification to automate in the future. Gate fabric shall be as specified for chain link fabric. Gates shall have locking latch mechanisms for keyed locks.

Cantilever gate opening shall be open and have no height restrictions when open. See Exhibit 3 Example.

CANTILEVER GATE POST FOOTER

Cantilever post footings shall be sized accordingly for the Cantilever gate by size and weight.

The post hole shall be “bell shaped” with the widest point at the bottom of the hole and the concrete level shall be 4” below grade.

CANTILEVER GATE HARDWARE and ACCESSORIES Furnish and install latches, hinges, stops, keepers, rollers, and other hardware items as required for the operation of the gate. Arrange latches for padlocking so that the padlock will be accessible from both sides of the gate. Provide stops for holding the gates in the open position.

Each end member of gate frames shall be extended sufficiently above the top member to carry three strands of barbed wire in horizontal alignment with barbed wire strands on the fence.

FENCE INSTALLATION

Perform complete installation conforming to ASTM F567.

LINE and GRADE Install fence to the lines and grades indicated on submitted plan. Space line posts equidistant at intervals not exceeding 10 feet. Terminal (corner, gate, and pull) posts shall be set at abrupt changes in vertical and horizontal alignment. Provide fabric continuous between terminal posts;

however, runs between terminal posts shall not exceed 500 feet. Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with

ASTM A780/A780M.

EXCAVATION

Clear all post holes of loose material. Spread waste material where directed. Eliminate ground surface irregularities along the fence line to the extent necessary to maintain a minimum 1.5 inch and 2.5 maximum clearance between the bottom of the fabric and finish grade.

POST INSTALLATION

Set posts plumb and in alignment. Except where solid rock is encountered, set posts in concrete to the depth of 40 inches. Where solid rock is encountered with no overburden, set posts to a minimum depth of 18 inches in rock. Where solid rock is covered with an overburden of soil or loose rock, set posts to the minimum depth indicated on the drawing unless a penetration of 18 inches in solid rock is achieved before reaching the indicated depth, in which case terminate depth of penetration. Grout all portions of posts set in rock.

Portions of posts not set in rock shall be set in concrete from the rock to 2 inches below ground level. Posts set in concrete shall be set in holes not less than the diameter shown on the drawings.

Make diameters of holes in solid rock at least 1 inch greater than the largest cross section of the post. Thoroughly consolidate concrete and grout around each post, free of voids and finished to form a dome. Allow concrete and grout to cure for 72 hours prior to attachment of any item to the posts.

Test fence post rigidity by applying a 50 pound force on the post, perpendicular to the fabric, at 5 feet above ground. Post movement measured at the point where the force is applied shall be less than or equal to 3/4 inch from the relaxed position. Test every tenth post for rigidity. When a post fails this test, make further tests on the next four posts on either side of the failed post. All failed posts shall be removed, replaced, and retested at the Contractor's expense.

RAILS, TENSION WIRE and TENSION BANDS Ends for top rail and braces shall be provided when top rail or braces are required. Top rail and brace ends shall be press steel, malleable casting in accordance with ASTM F626. Top rail sleeves shall allow for expansion and contraction of the top rail. Top rail sleeves shall have a minimum length of 6 inches, and be of the same material as the top rail. Top rails provided with 3-inch swage ends are acceptable in lieu of top rail sleeves. Brace bands shall be used to secure top rail and brace ends to terminal posts. When tension bars are used, tension bands shall be used for securing chain-link fabric at each terminal post (see 3.4.6). Spacing of tension bands on posts shall be at 15-inch intervals or less. Brace and tension bands shall be steel and shall be 3/4-inch wide by 1/10-inch thick nominal. Tension bars for 2-inch mesh shall be no less than 3/16 by 3/4-inch or equivalent cross-sectional area. A tension bar shall be provided where chain-link fabric meets terminal posts. Tension bar shall be steel, of a continuous length compatible with the height of the fence and shall be threaded through the fabric and attached to the post by tension bands. Bottom Tensioner wire shall be interwoven along the bottom row of fabric diamonds.

Tension wire shall be zinc coated steel in accordance with ASTM A824. Tension wire shall be manufactured with 7 gage steel wire size. Steel tension wire shall be marcelled hard tempered carbon steel wire. The tension wire shall have a minimum tensile strength of 75,000 pounds per square inch. Zinc coated steel shall not have less than 1.2 ounces of zinc per square foot of coated surface area. Truss rods shall be steel and have a minimum diameter of 5/16-inch.

FABRIC INSTALLATION

Install chain link fabric on the side of the post indicated. Attach fabric to terminal posts with stretcher bars and tension bands. Space bands at approximately 15 inch intervals. Install fabric and pull taut to provide a smooth and uniform appearance free from sag, without permanently distorting the fabric diamond or reducing the fabric height. Fasten fabric to line posts at approximately 15 inch intervals and fastened to all rails and tension wires at approximately 24 inch intervals.

Cut fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined. The bottom of the installed fabric shall be 2 inch plus or minus 1/2 inch above the ground.

After the fabric installation is complete, exercise the fabric by applying a 50 pound push-pull force at the center of the fabric between posts; the use of a 30 pound pull at the center of the panel shall cause fabric deflection of not more than 2.5 inches when pulling fabric from the post side of the fence; every second fence panel shall meet this requirement; re-secure and retest all failed panels at the Contractor's expense.

SUPPORTING ARMS

Install barbed wire supporting arms and barbed wire as indicated on the drawings and as recommended by the manufacturer. Anchor supporting arms to the posts in a manner to prevent easy removal with hand tools 3/8 inch diameter plain pin rivets or, at the Contractor's option.

Studs driven by an explosive-actuated tool shall not be used with gray iron or other material that can be fractured. Pull barbed wire taut and attach to the arms with clips or other means that will prevent easy removal.

GATE INSTALLATION

Install gates at the locations shown. Mount gates to swing as indicated. Install latches, stops, and keepers as required. Install Slide gates as recommended by the manufacturer.

Weld or otherwise secure hinge pins, and hardware assembly to prevent removal.

Submit 1 copies of operating and maintenance instructions. Operating instructions shall outline the step-by-step procedures required for system maintenance schedule. Include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment and their basic operating features. Include in the maintenance instructions routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guide. Also include the general gate layout and equipment layout of the system as installed.

GROUNDING

Ground fencing as indicated on drawings.

Ground fences on each side of both gates, at each corner, at the closest approach to each building located within 50 feet of the fence. Grounding locations shall not exceed 650 feet. Bond each sliding gate with a flexible bond strap to its gate post as to allow the gate to open and close freely.

Provide ground conductor consisting of No. 8 AWG solid copper wire. Grounding electrodes shall be 3/4 inch by 10 foot long copper-clad steel rod. Drive electrodes into the earth so that the top of the electrode is at least 6 inches below the grade. Where driving is impracticable, electrodes shall be buried a minimum of 12 inches deep and radially from the fence. The top of the electrode shall not be less than 2 feet or more than 8 feet from the fence. Clamp ground conductor to the fence and electrodes with bronze grounding clamps to create electrical continuity between fence posts, fence fabric, and ground rods. Total resistance of the fence to ground shall not be greater than 25 ohms.

CLEANUP

Remove waste fencing materials and other debris from the work site each workday.

PROTECTION OF UTILITIES

The Contractor shall contact OUPS to locate and clearly identify all underground and above ground utility lines, wires, cables, pipes, poles, support lines, and culverts, within the Contractor's work area. The Contractor shall contact the Ohio Utilities Protection Services (800) 362-2764 at least three working days prior and no more than 10 working days to beginning any Construction activity. The Contractor shall be responsible for any costs associated with calls to OUPS. The Contractor shall conduct his operations such that the utilities are not damaged or disturbed. Any damage to utilities caused by the Contractor's actions shall be repaired by him at no additional expense to the Government.

PROTECTION OF GOVERNMENT PROPERTY

The contractor shall protect all government property during the performance of this contract. All damage to existing government property as a result of the contractors work shall be repaired or replaced to the satisfaction of the Contracting Officer. Work areas shall be cleaned by the contractor after construction is complete. All areas adjacent to the fence line that have been rutted shall be re-graded and smoothed. The Government will re-seed and straw these areas.

All Measurements provided are approximations to assist Contractors in preparing their quotes, Contractors are strongly encouraged to visit the site to take/confirm measurements of the fence area.

ACCESS and SECURITY TO WORK LOCATION:

Access to the work location shall be through the outflow access road of the facility.

Security measures and project security shall be maintained at all time during the construction process. At the end of the work day all secured areas shall be able to be securely shut and locked.

All work shall be completed by competent and qualified tradesman, in strict accordance with the plans and specifications in a thorough and workmanlike manner.

HOURS OF OPERATION

Working Hours: 0730-1530 hours Monday through Friday Eastern Standard Time. Work may continue outside these times only with permission from the onsite government representative or Facility Manager. All work shall be performed during daylight hours. Delay of work may occur during excessive rainfall or wet periods due to access to the site.

FEDERAL HOLIDAY

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 Year’s 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) Thanks Giving (November 24th) Christmas Day (December 25th)

SITE VISIT

Potential offerors are encouraged to make a site visit by contacting:

US Army Corp of Engineers Mohicanville Dam 2297 County Rd 175 Lakeville, Ohio 44638-9610

POC: Larry Moore Phone: 419-368-4712

CONTRACTOR INVOICE

Contractor shall submit their invoice to:

Walhonding Area Office Lakisha Clinton Lake Project Assistant 36007 State Route 715 Warsaw, Ohio 43812 Phone: 740-824-4343 DAMAGE REPORTS. All instances where Government materials, supplies, property, and/or equipment are damaged shall be reported immediately to the Resource Manager at Delaware Lake. When the damage is caused by contract employees, a written report of the incident and extent of such damage shall be submitted to the Resource Manager, within 2 work days (less weekends and holidays) of occurrence. For property damage accidents of $2,000 or more, the Contractor will complete and submit to the Resource Manager a copy of ENG 3394.

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.

PRE-CONSTRUCTION CONFERENCE. The Contractor shall attend a pre-construction conference, prior to the initiation of work under this contract. The Contractor’s Safety Plan must be approved prior to this meeting.

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.

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

AT/OPSEC REQUIREMENTS

AT Level I Training. This provision/contract text is for contractor employees with an area of performance within an Army controlled installation, facility or area. 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.

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.

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.

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.

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.

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.

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 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 through Friday 8:00 AM to 3:00 PM at (304)399-5032/5326/6961.

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 safety management experience relative to the work to be performed. No work will be permitted unless the SSHO is present at the work site. 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.

(2) 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.

(3) 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.

(4) 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).

(5) Work orders involving potential exposure to Hazardous, Toxic or Radiological Waste shall require development of Site Specific Safety and Health Plan (SSHP) by qualified personnel as specified in EM 385-1-1 Sections 6 and 33.

C. Risk Management Process. The Contractor shall utilize risk management tools such as Activity Hazard Analysis (AHA), Job Hazard 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. For each work activity, task or DFOW contractor shall prepare the initial AHA/JSA.

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 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 prior to performing work and during weekly and “Tool Box” safety meetings as appropriate.

(1) AHA/JSA 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 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, as well as proof of their competency/qualification.

D. 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

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.

DEFICIENCIES. If the Contractor fails to perform, or if performance is 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).”

Reference Page

ASTM INTERNATIONAL (ASTM)

ASTM A116 (2011) Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric ASTM A121 (2013) Standard Specification for Metallic-Coated Carbon Steel Barbed Wire ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware ASTM A240/A240M (2018) Standard Specification for Chromium and Chromium- Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications ASTM A392 (2011a; R 2017) Standard Specification for Zinc-Coated ASTM A478 (1997; R 2013) Standard Specification for Chromium-Nickel Stainless Steel Weaving and Knitting Wire ASTM A491 (2011; R 2017) Standard Specification for Aluminum-Coated Steel Chain-Link Fence Fabric ASTM A666 (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

ASTM A702 (2013) Standard Specification for Steel Fence Posts and Assemblies, Hot Wrought ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and

Uncoated Areas of Hot-Dip Galvanized Coatings ASTM A824 (2011; R 2017) Standard Specification for Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus ASTM C94/C94M (2018) Standard Specification for Ready-Mixed Concrete ASTM F1043 (2018) Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework ASTM F1083 (2018) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures ASTM F1184 (2016) Industrial and Commercial Horizontal Slide Gates ASTM F567 (2014a) Standard Practice for Installation of Chain Link Fence ASTM F626 (2014) Standard Specification for Fence Fittings ASTM F668 (2017) Standard Specification for Poly(Vinyl Chloride) (PVC) and other Organic Polymer-Coated Steel Chain-Link Fence Fabric ASTM F883 (2013) Padlocks ASTM F900 (2011; R 2017) Standard Specification for Industrial and Commercial Swing Gates

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS RR-F-191 (Rev K) Fencing, Wire and Post Metal (and Gates, Chain-Link Fence Fabric, and Accessories) FS RR-F-191/1 (Rev F) Fencing, Wire and Post, Metal (Chain-Link Fence Fabric) FS RR-F-191/2 (Rev E) Fencing, Wire and Post, Metal (Chain-Link Fence Gates) FS RR-F-191/3 (Rev E; Am 1) Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces) FS RR-F-191/4 (Rev F) Fencing, Wire and Post, Metal (Chain-Link Fence Accessories)

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

Section H - Special Contract Requirements

WAGE RATE DETERMINATION

General Decision Number: OH20190067 08/09/2019

Superseded General Decision Number: OH20180088

State: Ohio

Construction Type: Building

Counties: Holmes and Marion Counties in Ohio.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015.