SOW_Asphalt_TackCoat.docx

STATEMENT OF WORK (SOW) FOR

Providing Hot-Mix Asphalt, Tack and Prime to Add/Alter Txy Hotel

PROJECT: ASPR - 234870 23 FEB 26

The Contractor shall provide all plant, labor, material, design and supervision to provide and deliver approximately 8,001 tons of hot mix asphalt (HMA), and 8,072 gallons of Bituminous Tack and Prime Coats. Contractor shall also provide field and laboratory quality control testing, as required by the Government. The asphalt will be for taxiway Hotel at Avon Park Air Force Range, Avon Park, Florida. The taxiway is Type A traffic area and will be required to support C-17 Operations. The Contractor shall not commence work without prior coordination with the Contracting Officer, Project Inspector and Using Agency.

One (1) Design:

HMA mixtures shall conform to the Uniform Guide Specification (UFGS) 32.12.15.13 and all applicable references. See Page 4 for Material Specifications.

Bituminous Tack and Prime Coats shall conform to the requirements of the UFGS 32.12.13. See Page 7 for Material Specifications.

General Design Notes

· Design shall be in strict accordance with Unified Facilities Criteria (UFC) and the Avon Park Air Force Range Design Standards. The information provided in this SOW, the specifications provided and the requirements of the AVPAFR Design Standards shall be determined to be the minimum standards required in this project. Where the information provided and/or AVPAFR Design Standards conflict, then the most stringent shall be used. This includes all standards, codes, regulations and requirements provided by reference.

· If any submittal doesn’t, in the opinion of the Contracting Officer, meet or exceed the requirements contained within this SOW, in the AVPAFR Design Standards or in any referenced design guidance or nationally recognized code, then it shall be considered to be unacceptable and returned to the Contractor for correction and resubmission. The Contracting Officer has the option, in lieu of disapproval, to provide acceptance of a submittal with required corrections identified if it is determined the submittal is substantially complete and correct.

TWO (2) SUBMITTALS

Contractor shall submit the following information to the Contracting Officer, for approval:

· Product Data

· Mix Design (HMA)

· Contractor Quality Control Plan

· Material Acceptance Criteria

· Waybills and Delivery Tickets

· Test Reports

· Aggregates (HMA)

· QC Monitoring

· Certificates

· Asphalt Cement Binder (HMA)\

THREE (3) BID

The Contractor shall provide all plant, labor, material, design and supervision to provide and deliver approximately 8,001 tons of hot mix asphalt (HMA) and 8,072 gallons of Tack and Prime Coats. Contractor shall also provide field and laboratory quality control testing, as required by the Government. Work will consist of the following:

Hot-Mix Asphalt (HMA): All HMA mixtures shall conform to UFGS 32.12.15.13 HMA Airfield Paving.

· Provide and deliver 8,001 tons of HMA Intermediate Course, Type B with PG 67-22 binder. HMA Intermediate Course will be ordered on an as needed basis from 8 June 2026 to 15 September 2026. Average daily sub-lot is anticipated to be 500 tons. Must be a minimum of 290 degrees Fahrenheit at time of delivery. Must also be available to deliver on nights and weekends if requested.

Testing: In addition to the required preliminary HMA mix aggregate and JMF testing, the Contractor will be required to perform sampling and testing of cores from each 1,000 ton lot. Each core sample shall be tested for JMF deviations in Laboratory Air Voids and Stability.

Bituminous Tack and Prime Coats: All Tack and Prime Coats shall conform to UFGS 32.12.13. Bituminous Tack and Prime Coat.

· Provide for the transportation and application of approximately 1,960 gallons of Bituminous Tack Coat. Apply bituminous material for the tack coat in quantities not less than 0.05 gallon nor more than 0.15 gallon per square yard. Anticipated total area 12,400 square yards. Bituminous Tack Coat will be ordered on an as-needed basis from May 2026 to October 2026.

· Provide for the transportation and application of approximately 6,200 gallons of Bituminous Prime Coat. Apply bituminous material for the prime coat in quantities of not less than 0.10 gallon nor more than 0.40 gallon per square yard. Anticipated total area is 23,300 square yards. Bituminous Prime Coat will be ordered on an as-needed basis from May 2026 to October 2026.

FOUR (4) PERFORMANCE

Contractor shall be able to produce a minimum sub-lot of 500 tons of HMA during one 8 hour workday. Contractor shall consider haul and wait times, in addition to average placing times when determining the capability to meet the minimum daily production. The contractor must also be able to provide deliveries during nights and weekends when requested.

The agency placing the HMA does not have the capability to re-heat HMA and also does not have insulated hauling assets. Contractor shall adjust mixing temperatures to accommodate haul and wait times to AVPAFR, so that the minimum temperature at the time of placement is no less that 290 degrees Fahrenheit. HMA delivered below this minimum will be subject to rejection and will not be considered for payment. The maximum allowable time interval between delivery trucks shall not exceed 30 minutes.

The delivery destination for the HMA and Bituminous Tack and Prime Coats shall be Hotel Taxiway, located on Avon Park Air Force Range, Avon Park, FL.