W9123719Q0021.pdf

BURNSVILLE LAKE

2550 S MAIN ST

BURNSVILLE WV 26335-7516

TEL: FAX:

W81F8E92205183

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9123719Q0021 03-Sep-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

KRISTIN BLAKE, 502 8TH STREET

HUNTINGTON WV 25701

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

17-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

W9123719Q0021

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 the date referenced on page 1 of the SF18.

Per FAR 36.204 the estimated price range for this project is less than $100,000 and $250,000.

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 Paving at Burnsville Lake

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 Burnsville Lake, Burnsville, WV. This CLIN is for funding purposes only; the Price Breakout Schedule shall be filled in below.

FOB: Destination

MILSTRIP: W81F8E92205183

PURCHASE REQUEST NUMBER: W81F8E92205183

NET AMT

PRICE BREAKOUT SCHEDULE

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

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

JOB $__________

B Labor required to repair pavement along main road and in Loops C, D, E & F Burnsville Lake, Burnsville, WV in accordance with attached scope of work.

C Supplies, materials, and equipment required to repair pavement along main road and in Loops C, D, E & F at Burnsville Lake, Burnsville, WV in

Item 0001 - Base Total $__________

0002 - Option 1 A Reimbursement of actual cost for increase in payment protection for Option 1

B Labor required to repave paths in Loops C and D at Burnsville Lake, Burnsville, WV in accordance with attached scope of work.

required to repave paths in Loops C and D at Burnsville Lake, Burnsville, WV in

Item 0002 - Option 1 Total $__________

0003 - Option 2 A Reimbursement of actual cost for

Option 2

B Labor required to repave area at entrance station at Burnsville Lake, Burnsville, WV in accordance with attached scope required to repave area at entrance station at Burnsville Lake, Burnsville, WV in accordance with attached scope

Item 0003 - Option 2 Total $__________

0004 - Option 3 A Reimbursement of actual cost for

Option 3

B Labor required to pave road up the hill leading to overflow parking lot at Burnsville Lake, Burnsville, WV in required to pave road up the hill leading to overflow parking lot at Burnsville Lake, Burnsville, WV in accordance with attached scope of work.

Item 0004 - Option 3 Total $__________

0005 - Option 4 A Reimbursement of actual cost for

Option 4

B Labor required to pave worn and deteriorated areas in Loops C, D, & F at Burnsville Lake, Burnsville, WV in required to pave worn and deteriorated areas in Loops C, D, & F at Burnsville Lake, Burnsville, WV in accordance with attached scope of work.

Item 0005 - Option 4 Total $__________

Section C - Descriptions and Specifications

SCOPE OF WORK

Scope of Work

Asphalt Paving and Patching Burnsville Lake

GENERAL

The Contractor shall furnish all necessary management, personnel, materials, supplies, tools, equipment, fuel, and vehicles, except as otherwise provided herein, required to perform asphalt paving and patching at Bulltown Campground at Burnsville Lake, as specified and in strict accordance with all Terms, Conditions, General, Specific and Technical Provisions, Drawings, Attachments, Exhibits, etc., contained herein or incorporated by reference. Award of a contract does not guarantee that the Government will order all of the work listed under the contract from the Contractor. The Government reserves the right to perform any portion of the services listed. Line item 1 is the Base; Line items 2 through 5 are Option items and will be exercised at time of award subject to availability of funds.

The quantities listed in the Price Breakout Schedule are provided as information only to assist in preparation of quotes. They are not guaranteed and the actual quantities may be less than shown. Variation in these estimated quantities shall not be justification for modification of the contract or request for additional payment.

Contractor's work and responsibility shall include, but shall not be limited to, all planning, programming, administration and management necessary to assure that all work performed is conducted in accordance with the contract and all applicable laws, regulations, codes, or directives. Contractor shall ensure that all work meets or exceeds critical reliability rates or tolerances specified or included in referenced documents. The Contractor shall perform all related Contractor administrative services necessary to perform the work such as supply, procurement, quality control, Contractor financial control, and maintenance of accurate and complete records and files.

All work shall be done in a professional manner in accordance with industry standards, this Scope of Work, all applicable codes and practices common to the trade, and applicable provisions of the State of West Virginia, Department of Highways - "Standard Specifications Roads and Bridges," the latest version, available at:

http://www.transportation.wv.gov/highways/contractadmin/specifications/2010Stan dSpec/Pages/default.aspx

Quantities provided in the scope of work are estimated. Interested offerors are encouraged to visit the work site to verify actual quantities.

Prior coordination with the Resource Manager is required to minimize impacts to the park users and project personnel.

Specification and quantity questions concerning Burnsville Lake should be directed to Rick Pingley, 304-853-2371, email richard.k.pingley@usace.army.mil.

WORK TO BE PERFORMED

The following work shall be performed:

A. Line Item 0001 (Base) on the Price Breakout Schedule – On the main access road through Bulltown Campground, and in Loops C, D, E, and F, repair road cuts as shown in red on Drawings 1 - 8 in accordance with the applicable requirements of Section 401 and “Asphalt Patching and Repair Requirement” below. The areas to be repaired is approximately 14,200 square feet.

B. Line Item 0002 (Option 1) on the Price Breakout Schedule – In Loops C and

D, re-pave the paths leading from the middle of the loops to the upper and lower levels as shown in dark blue on Drawings 1, 5, 6 and 7. In Loop F, re-pave the path leading from the top of F Loop to the restroom. These paths shall maintain a distance of 4 feet wide, with the sides straight or gently consistent curves. Install minimum of 1.5 inches (compacted thickness) of overlay wearing course asphalt to the existing asphalt in accordance with the applicable requirements of Section 401 and “Asphalt Paving Requirement” below. It may be necessary to install base leveling course in some areas so the finished wearing course is smooth, is properly sloped so no water will stand, and properly adjoins existing good pavement. The area to be paved is approximately 2,700 square feet.

C. Line Item 0003 (Option 2) on the Price Breakout Schedule – Along the access road and in Loops C, D, and F, pave the worn and deteriorated areas as shown in light blue on Drawings 1, 3, and 6 - 8. Install minimum of 1.5 inches (compacted thickness) of overlay wearing course asphalt to the existing asphalt in accordance with the applicable requirements of Section 401 and “Asphalt Paving Requirement” below. If the areas are not properly compacted, it may be necessary to install 2.5 inches (compacted thickness) of base leveling course. Once complete, the finished wearing course shall be smooth, shall be properly sloped so no water will stand, and shall properly adjoin existing good pavement. The area to be paved is approximately 20,300 square feet.

D. Line Item 0004 (Option 3) on the Price Breakout Schedule – At the campground entrance station, as shown in yellow on Drawings 1 and 2. Install minimum of 1.5 inches (compacted thickness) of overlay wearing course asphalt to the existing asphalt and in accordance with the applicable requirements of Section 401 and “Asphalt Paving Requirement” below. It may be necessary to install base leveling course in some areas so the finished wearing course is smooth, is properly sloped so no water will stand, and properly adjoins existing good pavement. A speed bump shall be installed on both the entrance and exit side of the entrance station. Each speed bump shall be twelve inches wide, three inches tall, and extend from the entrance station curb to the outside of the paved area. The area to be paved is approximately 6,900 square feet.

E. Line Item 0005 (Option 4) on the Price Breakout Schedule – Between Loops

C and D, pave the road leading to the parking lot as shown in orange on Drawings 1, 5, and 6. Install minimum of 2.5 inches (compacted thickness) of base course, topped with an overlay of minimum 1.5 inches (compacted thickness) of wearing course asphalt in accordance with the applicable requirements of Section 401 and “Asphalt Paving Requirement” below. Newly installed asphalt shall properly adjoin existing pavement.

The area to be paved is approximately 4,000 square feet.

ASPHALT PATCHING AND REPAIR REQUIREMENT

Damaged Pavement: In areas where pavement is damaged as listed above, the Contractor shall use a cold pavement planer to remove the damage to a minimum depth of 2”. The planed area shall then be cleaned immediately prior to paving by sweeping or flushing well with water or a combination of both. Contractor shall ensure that the surface is free of dust, dirt, grease, vegetation, oil, standing water or any type of objectionable surface film. The Contractor shall tack coat vertical surfaces to ensure bondage to existing asphalt. The Contractor shall then install minimum of 2 inches (compacted thickness) of overlay wearing course asphalt in the milled areas so the new pavement is flush with existing pavement at all points, is on the same straight-line plane, and so that water does not stand.

If the cuts have been filled with gravel or if the areas are not properly compacted, remove material to a depth of 4 inches and replace with minimum 4 inches (compacted thickness) of overlay wearing course asphalt

Base Failure or No Base: In areas where the asphalt base has failed, and in road-cut areas where no base exists, the Contractor shall remove the asphalt, stone or soil, provide and compact an adequate base, and re-pave with minimum 2.5 inches of base asphalt and 1.5 inches of wearing course asphalt. Contractor shall tack coat vertical surfaces to ensure bondage to existing asphalt. Repaired areas shall be properly compacted so that traffic does not further compress the patched areas and so that water does not stand.

ASPHALT PAVING REQUIREMENT

Surface Preparation: The Contractor shall clean existing pavement surfaces immediately prior to paving by sweeping or flushing well with water or a combination of both. Contractor shall ensure that the surface is free of dust, dirt, grease, vegetation, oil, standing water or any type of objectionable surface film. The Contractor shall remove oil or grease that has not penetrated the asphalt pavement by scraping or by scrubbing with a detergent and washing thoroughly with clean water. After cleaning, these areas shall be treated with an oil spot primer.

Milling shall be performed by the Contractor in the areas where old asphalt roadways intersect the new surface overlay. The Contractor shall mill the areas to a minimum depth of 2 inches to accommodate a smooth transition with the new pavement. All new pavement must be level with existing pavement.

The Contractor shall apply a tack coat of emulsified asphalt or equivalent. Immediately prior to paving, the tack coat shall be applied to the clean surface at a rate of 0.10 to

0.20 gallons per square yard. Pools of primer material remaining on the surface after application shall be removed. All traffic not essential to the work shall be kept off the tack coat. Care shall be taken when applying the tack coat to prohibit the spray from adhering to any objects other than the surface to be paved. The Contractor shall be responsible for removing over-spray tack coat. The Contractor shall apply the tack coat only to the areas he/she will resurface each day.

Materials: Overlay wearing course asphalt shall be plant-mixed 64/22 Mix Dense-graded Asphalt or equivalent, having a small Nominal Maximum Aggregate Size (NMAS) of #8 or less.

Base course asphalt shall be used for the repaired areas. Base shall be a plant-mixed asphalt equivalent to the industry standard for West Virginia – plant mix type Base 2 aggregate or equivalent.

Application: Asphalt courses shall be spread and struck off with a paver. Any irregularities in the surface of the pavement course shall be corrected directly behind the paver. Excess material forming high spots shall be removed with a shovel or lute.

Indented areas shall be filled with hot mix and smoothed; casting of mix over such areas shall not be permitted.

Paving operations shall be as continuous as possible. The Contractor shall arrange paving to provide hot joints wherever possible. Where it is necessary to leave a cold joint, the edge shall be squared vertically and horizontally and compacted. When matching a cold joint, the Contractor shall paint the joint with emulsion prior to paving.

Areas where it is impractical to use a paver or spreader box, asphalt surface courses may be spread and finished by hand. Wood or steel forms, rigidly supported to assure correct grade and cross section, may be used. Placing by hand shall be performed carefully to avoid segregation of the mix. Broadcasting of the material shall not be permitted. Any lumps that do not break down readily shall be removed.

The Contractor shall maintain existing crown and slope and ensure that final grade properly drains surface water.

Compaction: The Contractor shall utilize rolling equipment of adequate size and weight, and begin rolling as soon as the hot mix material can be compacted without displacement. Rolling shall continue until thoroughly compacted and all roller marks have been worked out. In areas too small for roller, a vibrating compactor or hand tamper shall be used to achieve thorough compaction.

HOURS OF OPERATION

Working Hours are from 0730-1600 Eastern Standard Time Monday through Friday.

Work may continue outside these times with permission from the onsite government representative. All work shall be performed during daylight hours.

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

ACCESS TO WORK LOCATION

Access to the work locations shall be coordinated with the Resource Manager. Gate keys will be issued to the Contractor for areas that are locked. The recreation areas will be opened to public access during this work, so provisions shall be made by the Contractor to allow access. Normal delays are to be expected. The Contractor shall ensure that access is provided to Corps of Engineers personnel travelling through work areas and shall coordinate access issues with the onsite government representative well in advance.

KEY CONTROL

In accordance with AR 190-51 Appendix D (Issuing and Distribution of Government Keys to Non-Corps Personnel), a written key request must be made to the project Resource Manager for the person(s) who will physically need a key. A copy of the individuals’ driver license(s) will be required and placed in the project’s key custodian’s file with the completed key request. The project key custodian shall go over the key request and the responsibility of possession and maintaining the security of the key(s) during the time the key is being issued such as:

a. Ensuring the security of the key by keeping it on your person at all times.

b. Never allowing pass back (passing off the key to someone so that they can use the key for access) to occur.

c. Never allowing unauthorized personnel to follow in behind you when you use your key.

d. Reporting any lost or stolen keys to the key custodian at the project as soon as possible.

e. Any violations regarding misuse, loss or otherwise are subject to investigation and termination of your privileges to possess a key to any government property.

CONTRACTOR EQUIPMENT AND SUPPLIES

The Contractor shall furnish all personnel, equipment, transportation, disposal, supplies and materials to perform the work.

SITE VISIT

Offerors are encouraged to make a site visit by contacting:

Rick Pingley, Resource Manager U.S. Army Corps of Engineers – Burnsville Lake 2550 S. Main Street Burnsville, WV 26335 Phone: 304-853-2371 Fax: 304-853-2835 Email: richard.k.pingley@usace.army.mil

CONTRACTOR SAFETY REQUIREMENTS

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

B. Contractor Abbreviated Accident Prevention Plan (AAPP). The Contractor shall prepare a site-specific Abbreviated Accident Prevention Plan as outlined in EM 385-1-1, Appendix A beginning with subparagraph 11. Contractor must address each element/sub-element in the order they appear in the outline. Any element the contractor feels is not applicable to work under this contract must be listed and a brief explanation provided. This plan must be accepted by the Contracting Officer prior to commencement of any work. Contractors are encouraged to contact the USACE Safety & Occupational Health Office for questions or information regarding the development of contract Accident Prevention Plans. Office hours are Monday-Friday 8:30 a.m. - 4 p.m.

at (304)399-5039/5032/5326. The web address for EM 385-1-1 is:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_3 85-1-1_2008Sep_Consolidated_2011Aug.pdf

C. Activity Hazard Analysis (AHA). The Contractor shall prepare and use an AHA 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 on-site government representative prior to commencement of work. All on-site employees shall review the accepted AHA prior to performing work at the site.

1. AHA 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.

2. AHA should indicate compliance with EM 385-1-1 personal protective equipment requirements (safety-toed work boots, safety glasses, gloves, hard hats, etc.).

3. Work crews of two or more must have two people holding currently qualifications in First Aid and CPR from the American Red Cross, American Heart Association or a licensed physician. Training must include a hands-on element and the contractor must maintain appropriate First Aid kit on site. Single individuals working alone must have current certification in First Aid only.

4. Contractor shall employee a minimum of one Competent Person at each worksite to function as the Site Safety and Health Officer (SSHO). The SSHO as a minimum must have completed the 30-hour OSHA Construction Safety class or its equivalent as specified in EM 385-1-1 Section 01.A.17.b and have a minimum of 5 years construction experience relative to the work being completed. This responsibility may be a collateral duty. The SSHO must be on-site at all times work is being performed.

5. Crane operators, riggers and signal persons shall be trained, licensed and meet the physical and drug testing requirements specified in EM 385-1-1 Section 16.

6. All electrical work must be completed by a Qualified Person with verifiable credentials as specified in EM 385-1-1, Section 11.A.01.c. Electrical work will require contractor to submit a Control of Hazardous Energy Plan (LOTO) in accordance with EM 385-1-1, Section 12.

NOTE: Additional site-specific safety plans may be required depending on the contractor's work plan such as:

Fall Protection:

a. The fall protection threshold height requirement is 6 ft. (1.8 m) for ALL WORK covered by EM 385-1-1, unless specified differently in these specifications, whether performed by Government or Contractor work forces, to include steel erection activities, systems-engineered activities (prefabricated) metal buildings, residential (wood) construction and scaffolding work.

b. Each worker who might be exposed to fall hazards from heights and using fall protection equipment shall be trained by a Competent Person for fall protection, who is qualified in delivering fall protection training to the workers in the safe use of fall protection systems/equipment and the recognition of fall hazards related to their use. Reference EM 385-1-1 21.B.

c. If Contractor has personnel working at heights, exposed to fall hazards and using fall protection equipment, he shall develop a Site-Specific Fall Protection and Prevention Plan and submit it to the GDA for acceptance as part of their APP. The plan shall describe, in detail, the specific practices, equipment and methods used to protect workers from falling to lower level. This plan shall be updated as conditions change, at least every six months and shall include:

i. Duties and responsibilities. Identify Competent and Qualified

Persons for fall protection and their responsibilities and qualifications

ii. Description of the project or task performed

iii. Training requirements to include the safe use of fall protection equipment

iv. Anticipated hazards and fall hazard prevention and control

v. Rescue plan and procedures

vi. Design of anchorages/fall arrest and horizontal lifeline systems.

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.

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

Accident Reporting. The Contractor shall report all accidents; accidents shall be investigated to determine causal factors and corrective actions shall be implemented.

Accidents resulting in personal injury or property damage of $2,000.00 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. All serious accidents (those resulting in death, disability, three or more persons hospitalized, property damage of $200,000.00 or greater, any arc Flash Incident or if three or more individuals become ill or have a medical condition suspected to be related to a site condition, any crane or hoisting incident) shall be reported immediately. 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.

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 Abbreviated Accident Prevention Plan must be accepted prior to this meeting.

SECURITY REQUIREMENTS

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

FOR ALL CONTRACTS 1-YEAR AND SUBSEQUENT OPTION YEARS:

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Huntington District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or on District facilities.

The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working, (2) Project Name, (3) Contract Number (4) Task Order Number when applicable, and (5) Security Information sheet on each employee working on site must be submitted directly to the Huntington District Security Office.

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

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

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

FOREIGN NATIONALS

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

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

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

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

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

CELRH-SM

502 Eighth Street Huntington, WV 25701

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

AT/OPSEC Requirements. The following shall be accomplished by the contractor before any work will be ordered:

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.

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.

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

CONTRACTOR SUBMITTALS

The successful Contractor shall provide, as a minimum, the following documentation:

a. Accident Prevention Plan – EM 385-1-1 Appendix A and APP (Accident Prevention Plan). These forms are located at the following website:

http://www.lrh.usace.army.mil/ct/general - all documents are located at the bottom of the page.

b. Activity Hazard Analysis – Template and “Example” forms are located at the following website: http://www.lrh.usace.army.mil/ct/general - all documents are located at the bottom of the page.

c. Invoice – as stated on the contract award.

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 in any area is judged unsatisfactory, the Government will take corrective action. See FAR Clause 52.246-12.

ATTACHMENT 1

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 11.11. 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/Representative (CO/COR). 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 operations being performed HOWEVER, all involved in chain saw use, chipping, stump grinding, pruning operations, grass mowing, weed eating and blowing operations shall be provided safety eyewear (Z87.1) as a minimum.

(3) Hearing Protection. Hearing protection must be worn by all those exposed to high noise activities (to include grass mowing and trimming, chainsaw operations, tree chipping, stump grinding and pruning).

(4) Head Protection. Hard hats shall comply with ANSI Z89.1 and shall be worn by all workers when a head hazard exists. At a minimum, hard hats shall be worn when performing activities identified in (2) above.

(5) High Visibility Apparel shall comply with ANSI/ISEA 107, Class 2 requirements at a minimum and shall be worn by all workers exposed to vehicular or equipment traffic.

(6) Protective Leg chaps shall be worn by all chainsaw operators.

(7) Gloves of the proper type shall be worn by persons involved in activities that expose the hands to cuts, abrasions, punctures, burns and chemical irritants.

(8) If work is being performed around water and drowning is a hazard, PFDs must be provided and worn as appropriate.

l. Machine Guards and safety devices. Lawn maintenance equipment must have appropriate guards and safety devices in place and operational.

m. Hazardous Substances. When any hazardous substances are procured, used, stored or disposed, a hazard communication program must be in effect and MSDSs shall be available at the worksite. Employees shall have received training in hazardous substances being used. When the eyes or body of any person may be exposed to corrosives, irritants or toxic chemicals, suitable facilities for quick drenching or flushing of the eyes and body shall be provided within 10 seconds of the worksite.

n. Traffic control shall be accomplished in accordance with DOT’s MUTCD.

o. Control of Hazardous Energy (Lockout/Tag Out). Before an employee performs any servicing or maintenance on any equipment where the unexpected energizing or startup of the equipment could occur, procedures must be in place to ensure adequate control of this energy.

p. Driving, working on (i.e., working with equipment/mowers) while on slopes, working from/in boats/skiffs, etc. shall also be considered and dealt with accordingly.

Section H - Special Contract Requirements

WAGE RATE DETERMINATION

General Decision Number: WV20190080 01/04/2019

Superseded General Decision Number: WV20180080

State: West Virginia

Construction Type: Highway

Counties: West Virginia Statewide.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).HIGHWAY CONSTRUCTION PROJECTS

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.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/04/2019

SUWV2015-001 01/01/2014

Rates Fringes

BRICKLAYER

Barbour, Berkeley, Doddridge, Gilmer, Grant, Hampshire, Hardy, Harrison, Jefferson, Lewis, Marion, Mineral, Monongalia, Morgan, Pendleton, Pocahontas, Preston, Randolph, Taylor, Tucker, Upshur, Webster.....$ 30.74 18.21 Boone, Braxton, Clay, Fayette, Greenbrier, Kanawha, Logan, McDowell, Mercer, Monroe, Nicholas, Putnam, Raleigh, Summers, Wyoming.....................$ 29.66 20.20 Brooke, Hancock.............$ 29.94 16.22 Cabell, Lincoln, Mason, Mingo, Wayne................$ 30.61 20.88 Calhoun, Jackson, Pleasants, Ritchie, Roane, Wirt, Wood..................$ 30.33 15.27 Marshall, Ohio, Tyler, Wetzel......................$ 30.01 16.26

CARPENTER

Berkeley, Grant, Hampshire, Hardy, Jefferson, Mineral, Morgan, Pendleton...........$ 31.26 15.90 Brooke, Hancock, Marshall, Ohio........................$ 27.86 19.30 Remaining Counties..........$ 27.72 19.44

CEMENT MASON/CONCRETE FINISHER

All Counties................$ 28.67 18.85

DIVER

Berkeley, Grant, Hampshire, Hardy, Jefferson, Mineral, Morgan, Pendleton Diver Tender...............$ 31.26 15.90 Diver......................$ 32.25 15.90 Brooke, Hancock, Marshall, Monongalia, Ohio, Wetzel Diver Tender...............$ 32.01 16.76 Diver......................$ 48.02 16.76 Remaining Counties Diver Tender...............$ 27.72 19.44 Diver......................$ 28.27 19.44

ELECTRICIAN (SIGNAL &

LIGHTING)

Equipment Operator..........$ 23.30 17.99 Flagger.....................$ 17.00 7.39 Groundman/Truck Driver......$ 20.79 17.89 Installer...................$ 26.21 18.11 Technician..................$ 29.12 18.22

ELECTRICIAN

Barbour, Doddridge, Harrison, Lewis, Marion, Monongalia, Pendleton, Pocahontas, Preston, Randolph, Taylor, Tucker, Upshur......................$ 30.14 21.14 Berkeley, Grant, Hampshire, Hardy, Jefferson, Mineral, Morgan..$ 30.50 15.78 Boone, Braxton, Calhoun, Clay, Fayette, Gilmer, Kanawha, Nicholas, Putnam, Raleigh, Roane, Summers, Webster, Wyoming............$ 35.34 16.62 Brooke, Marshall, Ohio, Wetzel......................$ 28.35 22.74 Cabell, Lincoln, Logan, Mason, Mingo, Wayne.........$ 32.62 21.70 Greenbrier, McDowell, Mercer, Monroe..............$ 25.05 16.32 Hancock.....................$ 34.00 29.10 Jackson, Pleasants, Ritchie, Tyler, Wirt, Wood..$ 31.56 21.43

IRONWORKER

Barbour, Brooke, Hancock, Harrison, Marion, Marshall, Monongalia, Ohio, Taylor, Tyler, Wetzel.$ 35.74 22.84 Berkeley, Grant, Hampshire, Hardy, Jefferson, Mineral, Morgan, Pendleton, Preston, Tucker.............$ 33.29 17.39 Boone, Braxton, Clay, Fayette, Kanawha, Lincoln, Logan, McDowell, Mingo, Nicholas, Putnam, Raleigh, Randolph, Webster, Wyoming..$ 34.87 19.50 Cabell, Wayne...............$ 33.89 21.98 Calhoun, Doddridge, Gilmer, Jackson, Lewis, Mason, Pleasants, Ritchie, Roane, Upshur, Wirt, Wood...$ 33.02 20.10 Greenbrier, Mercer, Monroe, Pocahontas, Summers.$ 35.43 16.13

LABORER

Class 1.....................$ 26.95 16.30 Class 2.....................$ 25.92 16.30 Class 3.....................$ 24.86 16.30

LABORER CLASSIFICATIONS:

GROUP 1: Powderman, Laser Screed Operator, and GPS…