Scope of Work.pdf

Scope of Work Dated 24 July 2025

Port Oliver Gravel Lot Paving Project U.S. Army Corps of Engineers

Barren River Lake 11088 Finney Rd.

Glasgow, KY 42141

TP-1.1 GENERAL:

a. Description. The contractor shall furnish all materials, supplies, tools, parts, equipment, transportation, labor, supervision, communication, and quality control to complete the work listed below, at the areas specified at Barren River Lake, located in Barren and Allen Counties, Kentucky.

b. Work shall be provided in accordance with all Terms, Conditions, General, Specific and Technical Provisions, Exhibits, Attachments, Drawings, etc. contained herein or incorporated by Reference.

This includes all mandatory provisions of the Federal Acquisition Regulation (FAR), whether referenced or not, current at time of award. All distances and measurements given are approximate. Each interested contractor is urged to visit the job site to assess quantities, critical dimensions, and work conditions. All work will be done according to standard industry practices. Access to the work area is controlled and appointments to look at the site shall be coordinated with the Technical Representative (TR).

c. Contractor Responsibility. Contractor’s work and responsibility shall include but are not limited to supply of equipment/materials, all planning, programming, administration, management, supervision, and inspection required to assure all equipment/materials are acquired and work is conducted in accordance with the contract and all applicable laws, regulations, or directives. The Contractor shall ensure all work meets or exceeds specifications. The prime Contractor shall be responsible for ensuring all subcontractors comply with the provisions of this contract.

d. Performance Required. Special consideration of the Contractor is directed to the fact that required accuracy, thoroughness, safety, and progress of this work are essential to the intended purpose.

The contractor must be cognizant of the difficulties involved and of the contingencies which may arise, and must make certain that their personnel, equipment, transportation facilities and supply of materials are adequate at all times to ensure complete compliance with all provisions of these specifications. The work shall be done under professional supervision by competent employees. All contract work shall be in accordance with the submitted documents, and any additions, revisions or deletions must be approved by the Contracting Officer or his/her authorized representative.

e. Completion of Work. Completion of work shall include acceptable performance of all aspects of this contract.

f. Conditions.

1. Pre-Work Conference: The contractor will be required to attend a pre-work conference, scheduled at least one week prior to beginning work, where the Contractor's plan of work, safety plan, security plan, start-up date, and other items included in this contract will be briefly discussed. The contractor will also be required to supply the necessary proof of liability insurance (copy of insurance forms) at that time. In addition, a copy of the Safety Data Sheet will be given to the government at this time and reviewed to ensure contractor compliance.

2. Damages. The contractor shall be responsible for all damages to government or private property during the course of this contract. The contractor shall have appropriate insurance to cover liability and damages.

3. Hours and Days of Work. Work may be conducted between the hours of 6:30 a.m. and 7:00 p.m. Central Time, Monday through Friday (only during daylight hours). No work shall be performed outside of these times, on Saturdays or Sundays, or on Federal Holidays, unless approved by the Technical Representative, or as otherwise noted below.

4. Payment Procedure/Additional Work. At no time should the contractor do additional work without prior authorization of the Contracting Officer, and no work shall be performed that will cause the Contractor to exceed the contract price. Work performed without a binding contract document authorizing such work shall result in the Contractor not being paid for that work performed. During the course of the contract, any additional work determined to be needed may be requested by the Technical Representative to the Contracting Officer for a Contract Modification.

5. Contract Start and Completion Dates. Work under this contract shall begin within 10 calendar days of Notice to Proceed (NTP) being issued and must be completed within 120 calendar days of Notice to Proceed. Additional time may be granted for inclement weather, when coordinated with and approved by the Technical Representative. This includes delay of work that may occur during excessive rainfall or wet periods.

6. Wage Rates: Department of Labor wage rates apply to this work and are included. The contractor is required to provide payroll documents for all work performed under this contract.

7. The Contractor shall, at all times prior to delivery, take care to protect and preserve all materials, supplies, and equipment of every description (including material and property which may be Government owned) and all work performed. All reasonable requests of the Contracting Officer or his/her authorized representative to enclose or specially protect such property shall be complied with. If so determined by the Contracting Officer that material, equipment, supplies, and work performed are not adequately protected by the Contractor, such property may be protected by the Government and the cost thereof may be charged to the Contractor or deducted from any payment due.

8. The Contractor will notify the Technical Representative or his/her authorized representative, upon commencement of work activities, and difficulties, interruption, or suspension of work, and when the required work has been completed.

The Contractor shall update the Technical Representative, or their authorized representative, no less than once weekly on status of work being done. Work will commence when the funds are allocated, and work orders have been received from the Contracting Officer or his/her authorized representative.

9. Recommended Site Visit: The Scope of Work only contains approximate measurements for reference. It is recommended that each interested contractor visit the job site and assume responsibility for quantities, materials, critical dimensions and work conditions used to calculate a quote. Contractors will contact the project office for a site visit to be scheduled. The POC’s contact information is as follows:

Dan Taylor, Lead Ranger daniel.r.taylor@usace.army.mil Barren River Lake

270-646-2055

TP-1.2 CONTRACTOR SUBMITTAL. Unless otherwise specified, the Contractor shall submit the following information to the Technical Representative prior to the pre-work conference for this contract:

a. Safety Plans. The Contractor shall submit, for acceptance by the Technical Representative, an accident prevention plan and Activity Hazard Analysis (AHA) in accordance with the requirements of the Corps of Engineer’s Safety and Health Requirements Manual, EM385-1-1, hereinafter referred to as the Safety Manual, current at the time of award.

b. Certification of Employees Qualified to Administer First Aid and CPR. The Contractor shall submit proof the appropriate number of employees, as required in the Safety Manual, are certified to administer First Aid and CPR.

TP-1.3 SAFETY.

a. General Safety. The Contractor shall comply with the safety standards contained in Corps of Engineers Manual, EM 385-1-1, “Safety and Health Requirements Manual”, current at the time of award, as well as all current provisions of the Occupational Safety and Health Act (OSHA).

b. Safety Manual Requirements. The Contractor and employees shall comply with all pertinent sections of the Corps of Engineer’s Safety and Health Requirements Manual, EM 385-1-1, current at the time of award, and any subsequent revisions. This manual will be available on the Internet at:

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

The Contractor’s safety plan must be submitted in writing and can be turned in at the same time as the pre-work conference.

c. Personal Protective Apparel and Equipment. Protective apparel and equipment, as identified in the AHA, shall be provided to eliminate or minimize hazards to personnel. As a minimum, each employee shall wear a sleeved shirt, long trousers and safety-toe shoes or boots during all contract work.

Hard hats, face shields, safety glasses with side-shields, or goggles, and hearing protection shall be worn by employees when required by safety manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided and easily accessible to all employees.

d. Contractor Employees Certified in First Aid & CPR. The Contractor shall schedule employees so the appropriate numbers of certified personnel are on duty to administer First Aid and CPR as required by the Safety Manual. Copies of their certification shall be provided before work begins under this contract.

TP-1.4 ACCIDENT REPORTING. The Contractor shall maintain accurate accident records and report accidents as prescribed by the Technical Representative. Accidents shall be reported within 24 hours of occurrence, and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately.

TP-1.5 DAMAGE REPORTS. In all instances where Government property, equipment, natural features, landscape, or trees are damaged by contract employees, an immediate notification shall be made to the Technical Representative. A full report of the incident and extent of such damage shall be submitted to the Technical Representative within two working days of occurrence, excluding weekends and holidays.

TP-1.6 CONTRACT EMPLOYEES. All contract employees shall conduct themselves in a proper and courteous manner at all times. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of the work under this contract. Being under the influence of or consuming alcoholic beverages or controlled substances by the Contractor or employees while on duty is prohibited.

TP- 2.1 SPECIAL REQUIREMENTS:

a. Security

1. General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)).

Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures—this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

2. Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the

RA.

3. Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

4. Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E- Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three 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, and submit it to the Contracting Officer to become part of the official contract file.

SUPPLEMENTAL SECURITY REQUIREMENTS

All Contractors and subcontractor employee(s) working on this contract who require access to any Louisville District Lake Projects and Lock and Dam Projects 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 Louisville 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 Louisville District Security Office. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Louisville District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

FOR ALL LOUISVILLE DISTRICT CONTRACTS:

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Louisville District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted access to Louisville 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) US Citizens Security Access Form or Pre-Bid/Site Visit Form; each employee working on site must have a background investigation form submitted directly to the Louisville 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 an initial period of performance (POP) greater than 1 year and those Contracts with Options or Modifications Which Extend the POP beyond 1 year. For instance, if the employee was cleared in May of 2022, they shall be cleared again in May of 2023. 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 Louisville District USACE Security Office for background purposes.

FOR CONTRACTORS REQUIRING DOD COMMON ACCESS CARDS (CAC)

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form).

Fingerprints are captured electronically at the closest Army Recruiting Station to the contractor’s home of record or at the USACE, Louisville District Security 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 Louisville District Security Office will conduct an initial criminal check based upon the information provided. If there are no issues, the Louisville District Security Office will make recommendations to the PCO or their Designated Representative. The Louisville District Security Office cannot give approval due to unfavorable report(s). The Louisville District Security 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 Louisville District Security 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 Louisville District Security Office by phone, letter, or email at the following numbers/addresses:

CELRL-SC

600 Martin Luther King Jr. Pl Louisville, KY 40202

Charles R. Tanner, phone (502) 315-6929; email Charles.R.Tanner@usace.army.mil James R. Milner, phone (502) 315-6916; email James.R.Milner@usace.army.mil Jason Almodovar, phone (502) 315-6754; email Jason.Almodovar@usace.army.mil

b. Payment: Payment will be made by Electronic Funds Transfer (EFT), upon acceptance of the completed work and providing final invoice and labor records.

c. Qualifications: The contractor shall have at least five (5) years’ experience in the requirements for this Scope of Work.

TP-3.1 GENERAL SPECIFICATIONS:

Please Note: All distances and measurements given are approximate. Each contractor is urged to visit the job site to assess quantities, critical dimensions, and work conditions. All work will be done according to standard industry practices.

Contractor shall furnish all materials, supplies, tools, equipment, transportation and labor to complete this Scope of Work. All materials and workmanship will be manufactured and accomplished according to industry standards and specifications.

The work will involve placement of new asphalt surfaces in the specified area per this scope of work. The asphalt mixture, construction, and placement are to meet the requirements of Kentucky Department of Highways Standard Specification for Road and Bridge Construction (KYDOH SSRBC), current edition, unless otherwise specified in this scope of work.

CLIN 0001 (Base) - Paving Gravel Lot:

1. Existing ADA Pavement - ~1,875 square feet (see Photo – 1)

a. Contractor shall remove existing bumper blocks and fill pin holes (bumper blocks will be removed from area by project personnel). Contractor shall ensure a clean, smooth surface and adequate tack coat per specifications below before laying base course to match grade with new pavement surface.

Photo – 1

2. New Asphalt Construction Procedures - ~50,000 square foot parking lot (Photos 2-7)

a. Grades shall be established by the contractor and the grade stakes shall be set to the desired section by the contractor. In establishing the grades, due allowances shall be made for existing improvements, proper drainage, and good appearance. Barren River

Lake personnel shall approve grades established. There is approximately 8 inches of existing base on the gravel lot. The contractor shall ensure that adequate base is placed to achieve a sufficient crown and slope (minimum 2 percent) to facilitate sheet drainage of the entire lot to the existing perimeter.

b. Pay careful consideration to seasonal and weather limitations per Kentucky standards. All debris, vegetation, or other perishable materials shall be removed from the job site. The site to be paved shall be graded to the required section and all excess material removed from the location of the work. All soft and yielding material and other portions of sub-grade which will not compact readily when rolled or tamped shall be removed and replaced with suitable material, placed and compacted. The crushed limestone sub-base (4”-#3, 4”-DGA) shall be thoroughly compacted to not less than 95% with suitable equipment to have uniform density at moisture contents of not less than standard optimum (AASHTO-T99 or T180). The entire surface of the sub-base after compaction shall be hard, uniform, smooth, and true to grade and cross section.

c. On the prepared crushed limestone sub-base (8”- DGA) the asphalt base shall be laid in a single course to a compacted thickness of 3 inches with a tapered edge extending 1’ beyond the useable stall length. The asphalt base (KYTC Class 2 BASE 1.0 D PG64-22) shall have a Nominal Maximum Size Aggregate (NMSA) of 1 inches (such as ASTM #57 limestone aggregate). Placing of the asphalt surface course shall follow and be laid in a single course to a compacted thickness of 1 inch with a tapered edge extending 1’ beyond the useable stall length. The asphalt surface course (KYTC Class 2 SURF 0.38 D PG64-

22) shall have a NMSA of 3/8 inches (such as ASTM #9 limestone aggregate). The asphalt 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 a lute. Indented areas shall be filled with hot mix and smoothed with a lute or the edge of a shovel being pulled over the surface.

Casting of mix over such areas shall not be permitted. If it is impractical to use a paver or spread box in areas of 1000 sq.yd. or less asphalt base and 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. Rolling shall start as soon as the hot mix material can be compacted without displacement. Rolling shall continue until thoroughly compacted and all roller marks have disappeared. In areas too small for the roller a vibrating plate compacter or hand tamper shall be used to achieve thorough compaction. The surface of the completed work, when tested with a ten foot straightedge, shall not contain irregularities in excess of ¼ inch.

d. A tack coat shall be applied on each layer of asphalt as specified by Kentucky

Department of Highways Standard Specification for Road and Bridge Construction (KYDOH SSRBC), Division 406.02.01, current edition.

e. Transporting. The hot-mix asphalt shall be transported from the mixing plant to the site in clean, tight vehicles. Deliveries shall be scheduled so that placing and compacting of mixture is uniform with minimum stopping and starting of the paver. Adequate artificial lighting shall be provided for night placements. Hauling over freshly placed material will not be permitted until the material has been compacted as specified, and allowed to cool to 140 degrees F. To deliver mix to the paver, the Contractor shall use a material transfer vehicle which shall be operated to produce continuous forward motion of the paver.

f. Placing. The mix shall be placed and compacted at a temperature suitable for obtaining density, surface smoothness, and other specified requirements. Upon arrival, the mixture shall be placed to the full width by an asphalt paver; it shall be struck off in a uniform layer of such depth that, when the work is completed, it shall have the required thickness and conform to the grade and contour indicated. The speed of the paver shall be regulated to eliminate pulling and tearing of the asphalt mat. Unless otherwise permitted, placement of the mixture shall begin along the centerline of a crowned section or on the high side of areas with a one-way slope. The mixture shall be placed in consecutive adjacent strips having a minimum width of 10 feet. The longitudinal joint in one course shall offset the longitudinal joint in the course immediately below by at least 1 foot; however, the joint in the surface course shall be at the centerline of the pavement. Transverse joints in one course shall be offset by at least 10 feet from transverse joints in the previous course.

Transverse joints in adjacent lanes shall be offset a minimum of 10 feet. On isolated areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the mixture may be spread and luted by hand tools.

g. Compaction of the mixture. After placing, the mixture shall be thoroughly and uniformly compacted by rolling. The surface shall be compacted as soon as possible without causing displacement, cracking or shoving. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor. The speed of the roller shall, at all times, be sufficiently slow to avoid displacement of the hot mixture and be effective in compaction. Any displacement occurring as a result of reversing the direction of the roller, or from any other cause, shall be corrected at once. Sufficient rollers shall be furnished to handle the output of the plant. Rolling shall continue until the surface is of uniform texture, true to grade and cross section, and the required field density is obtained.

To prevent adhesion of the mixture to the roller, the wheels shall be kept properly moistened but excessive water will not be permitted. In areas not accessible to the roller, the mixture shall be thoroughly compacted with hand tampers. Any mixture that becomes loose and broken, mixed with dirt, contains check-cracking, or is in any way defective shall be removed full depth, replaced with fresh hot mixture and immediately compacted to conform to the surrounding area. This work shall be done at the Contractor’s expense.

Skin patching will not be allowed.

h. Joints. The formation of joints shall be made ensuring a continuous bond between the courses and to obtain the required density. All joints shall have the same texture as other sections of the course and meet the requirements for smoothness and grade.

i. Transverse Joints. The roller shall not pass over the unprotected end of the freshly laid mixture, except when necessary to from a transverse joint. When necessary to form a transverse joint, it shall be made by means of placing a bulkhead or by tapering the course. The tapered edge shall be cut back to its full depth and width on a straight line to expose a vertical face prior to placing material at the joint. The cutback material shall be removed from the project. In both methods, al contact surfaces shall be given a light tack coat of asphalt material before placing any fresh mixture against the joint.

j. Longitudinal Joints. Longitudinal joints which are irregular, damaged, uncompacted, cold

(less than 175 degrees F at the time of placing adjacent lanes), or otherwise defective, shall be cut back a maximum of 2 inches from the top of the course with a cutting wheel to expose a clean, sound vertical surface for the full depth of the course. All cutback material shall be removed from the project. All contact surfaces shall be given a light tack coat of asphalt material prior to placing any fresh mixture against the joint. The Contractor will be allowed to use an alternate method if it can be demonstrated that density, smoothness, and texture can be met.

k. The contractor shall furnish, to the Technical Representative for test and analysis, representative samples of materials to be used in the work including the mixture of asphalt. The contractor shall provide certification that material furnished is in accordance with the contract. Sampling and testing shall be in accordance with the latest rev. of the American Association of State Highway and Transportation Officials (AASHTO) or the

ASTM standard procedures for sampling and testing the materials being used in the project.

3. The Contractor submittals shall be furnished in accordance with the specifications below. All listed items shall be submitted for Government approval by the Technical Representative.

Associated work items shall not be performed until receiving approval from the Technical Representative. The Technical Representative shall provide a response to the submittals within 15 days of receipt.

a. Asphalt Job Mix Formulation and tests certifying compliance with KY including percent passing each sieve size, percent asphalt cement, number of blows of hammer compaction per side of molded specimen, compaction temperature, stability pounds, flow: 0.01 in, mean air void target percent, voids in mineral aggregate.

b. Aggregate gradation and test certification.

c. Tack coat specifications and certification.

Photo – 2

Photo – 3

Photo – 4

Photo – 5

Photo – 6

Photo – 7

CLIN 0002 (Option 1) - Stripe Parking Lot:

Striping and striping paint shall conform to Section 713 and 842 KYDOH SSRBC, however, glass beads are not a requirement. This work contains resurfacing parking lots. These lots shall be striped using a premium grade, quick-drying, waterborne, acrylic pavement striping paint (white in color). Striping should be done according to the descriptions in section 1.2.1.6. Single car spaces shall be 10 feet wide x 20 feet long. ADA standard spaces shall be 10 feet wide x 20 feet long.

ADA van space shall be 10 feet wide x 20 feet long with a shared 10-foot aisle adjacent to the amphitheater entrance sidewalk. Please reference Exhibit 1 for approximate striping plan.

Oversized spaces (truck with trailer) shall have a useable stall length of 10 feet wide and 50 feet long unless otherwise specified by the TR. The striping plan shall be set using a 60-degree stall angle except for a select number of stalls that are set on 90 degree entry for utilization of pavement. Paint striping layout shall be provided by the contractor to the TR prior to striping. The TR shall approve final striping plans on all new striping (Estimated Quantities are listed below).

This Option can be exercised at any point during the period of performance.

a. 10’ x 50’ Trailer Stalls – 39 Total

b. 10’ x 20’ Car Stall – 8 Total

c. 10’ x 20’ ADA Car Stall – 1 Total

d. 10’ x 20’ ADA Van Stall – 2 Total

e. Striping – Approx. 3,000 linear feet

f. Hatching – Approx. 5,800 square feet

g. ADA Symbols – 3 (White on Blue)

h. Directional Arrows – 10

CLIN 0003 (Option 2) - Install Concrete Parking Stop Blocks for Center Stalls:

1. Parking Stop Blocks (16 total). The center boat stalls in Exhibit 1, shall have 6’ (gray in color with approximate dimensions of: 6’L x 4-7/8″H x 7-5/8″W) bumper blocks installed per manufacturers recommendation. The bumper blocks shall be constructed with 5,500 PSI minimum compressive strength concrete and steel reinforced. The blocks shall be secured with industry standard steel pins to negate movement once pressure is applied. The contractor shall obtain approval of the placement locations by the TR prior to installation.

This Option can be exercised at any point during the period of performance.

Exhibit 1

- End of Specifications-

Price Breakout Schedule Dated 24 July 2025

Port Oliver Gravel Lot Paving Project U.S. Army Corps of Engineers

Barren River Lake 11088 Finney Rd.

Glasgow, KY 42141

CLIN # Description Unit Price

Unit of

Issue

Qty TOTAL

0001 CLIN 0001 (Base) - Paving Gravel Lot

JOB

0002 CLIN 0002 (Option 1) - Stripe Parking Lot

JOB

0003 CLIN 0003 (Option 2) - Install Concrete Parking Stop Blocks for Center Stalls

EA

(CLIN 0001 - Base) $ (CLIN 0002 – Option 1) $ (CLIN 0003 – Option 2) $

TOTAL CONTRACT PRICE: $ ___________

CLIN Description:

CLIN 0001 (Base) - Paving Gravel Lot:

CLIN 0002 (Option 1) - Stripe Parking Lot:

CLIN 0003 (Option 2) - Install Concrete Parking Stop Blocks for Center Stalls: