Raw Materials

Form / Attachment / Pricing Sheet

This document specifies the technical requirements for applying bituminous prime coats, including material specifications, application rates, and quality control measures. It details the quantities, delivery dates, and locations for prime coat application.

• CLINs: 004 and 005 for Prime Coat and Prime Coat Application.
• Quantity: 380 Gallons.
• Delivery: Scheduled for August 11, 2026 (Lane 1) and August 17, 2026 (Lane 2), subject to change.
• Location: Holloman Air Force Base, NM.
• Material Specifications: Conformance to specific ASTM standards for cutback asphalt (e.g., SC-70, MC-30, RC-70) or emulsified asphalt (e.g., SS-1, CSS-1).
• Application Requirements: Surface preparation, application rates (0.05 to 0.12 gallons per square yard residual asphalt), and application temperatures based on viscosity.
• Quality Control: Submittals for product data, test reports, and certificates of compliance. Calibration of equipment (distributors) is required per ASTM D2995.
• Environmental Considerations: Application only on dry surfaces, with specific temperature and weather conditions.

This document is critical for bidders to understand the specific materials, quantities, application procedures, and quality assurance requirements for the prime coat work. It directly impacts cost estimation, scheduling, and execution planning for the relevant CLINs.

Other / Unclassified

This document details the technical specifications for asphalt paving required for airfield use at Holloman Air Force Base, NM. It outlines the requirements for materials, mix design, quality control, and execution of the paving work.

• Materials: Specifies requirements for aggregates (coarse, fine, mineral filler), asphalt binder (PG 64-22), and approved release agents for hauling equipment.

• Mix Design: Mandates the development of a Job Mix Formula (JMF) adhering to specific gradation requirements (Table 7) and Marshall design criteria (Table 8), including stability, flow, air voids, and a minimum Tensile Strength Ratio (TSR) of 75.

• Quality Control: Requires a comprehensive Contractor Quality Control (QC) program, including submittals, laboratory accreditation (ASTM D3666), and regular testing for asphalt content, aggregate properties, temperatures, moisture content, laboratory air voids, VMA, stability, and flow. Control charts are required to monitor process parameters with defined action and suspension limits.

• Execution: Details procedures for heating and drying aggregates, mixing asphalt binder and aggregates, transporting the mixture in clean, covered trucks, and placing the pavement. Specific temperature limits are provided for asphalt binder and mixture.

• Measurement & Payment: Payment is based on the number of tons of hot-mix asphalt pavement delivered and accepted. Weighing will be done after mixing.

• Quantity: 350 Tons of Asphalt

• Delivery Dates: Lane 1 on August 12, 2026; Lane 2 on August 18, 2026 (subject to change).

• Location: Holloman Air Force Base, NM.

This document provides critical technical details for any bidder interested in providing asphalt paving services. It outlines the exact material specifications, quality assurance processes, testing requirements, and delivery schedules. Understanding these specifications is essential for accurate bidding and successful contract execution.

Other / Unclassified

This document details the technical specifications for concrete paving, specifically for airfield and other heavy-duty pavements. It outlines requirements for materials, quality control, testing, batching, mixing, transportation, and placement of concrete.

• Concrete Specifications: Requires concrete with a specified flexural strength of 650 psi at 28 days, a water-cementitious material ratio between 0.38 and 0.45, and an air content of 6.0 +/- 1.5 percentage points. Slump is limited to 3 inches.
• Materials: Specifies detailed requirements for cementitious materials (portland cement, SCMs), aggregates (durability, alkali-silica reactivity, gradation, deleterious materials), and admixtures (air-entraining, water-reducing, retarding, accelerating, lithium nitrate). Aggregates must meet stringent criteria for airfield pavements.
• Quality Control & Testing: Mandates extensive quality control measures, including laboratory accreditation, preconstruction testing, and testing during construction. Specific tests for slump, air content, temperature, and strength are required. Control charts must be maintained.
• Batching & Mixing: Details requirements for batching and mixing plants, including capacity, tolerances, moisture control, and mixer uniformity testing. Specific mixing times and procedures are outlined.
• Delivery & Placement: Sets limits on transportation time (45-90 minutes depending on temperature) and requires batch tickets for each load. Placement must adhere to weather limitations and ensure continuous movement.
• Submittals: Requires various submittals for Government approval, including test reports, certificates, and mix proportioning studies.

This document is crucial for any bidder involved in concrete paving work. It defines the precise technical standards, materials, and quality assurance processes that must be followed. Understanding these specifications is essential for accurate bidding, material sourcing, and successful project execution. Key details include specific strength requirements, material quality standards, testing protocols, and delivery timelines.

Statement of Work (SOW) / Performance Work Statement (PWS)

The 823d RED HORSE Squadron at Holloman Air Force Base (HAFB), NM requires the delivery of 2,500 tons of base course material.

• Material Required: 2,500 tons of base course.

• Specifications: Material must conform to "Tab 2. HAFB TTP Base Course Specs."

• Delivery Location: To be delivered to HAFB. Specific drop-off location coordinates are provided (Commercial gate: 32.932 N, 106.066 W; Delivery site: 32.860 N, 106.110 W). Final drop-off coordination with Lt Garrett Fravor (garrett.fravor.1@us.af.mil).

• Transportation: Contractor is responsible for transporting the material to the construction site.

• Performance Period: May 6, 2026, to June 18, 2026.

• Delivery Hours: Monday through Friday, 5 AM to 3 PM. Times are subject to change and will be communicated.

• Delivery Schedule: At least 75% (1,875 tons) must be delivered by June 3, 2026.

• Delivery Grouping: Trucks should arrive in groups to facilitate runway crossing and avoid delays.

• Adverse Weather: Rescheduling within 48 hours will be coordinated with the Project Engineer.

• Installation Access: Contractor must adhere to HAFB security procedures, possess valid identification, and allow time for pass coordination. Government is not liable for delays due to pass issues.

• Site Cleanliness: Contractor must clean up any mud, dirt, debris, or spills caused by their operations on access routes or staging areas promptly.

• Spill Reporting: Immediate reporting of spills or releases to the Contracting Officer (CO) is required, with the contractor responsible for cleanup ("you spill, you dig").

• Personnel: Contractor must provide a designated supervisor, fluent in English, with decision-making authority and technical knowledge. The Government reserves the right to request replacement personnel.

• Worker Welfare: Contractor is responsible for providing food and water for their workers.

Solicitation / RFP / RFQ

This solicitation (FA480126Q0005) is for commercial products and services, specifically related to "7Y HOLLOMAN RAW MATERIALS." The solicitation is issued by the 49 CONS PK at Holloman AFB, NM.

The solicitation details the following requirements:

• 2,100 Cubic Yards of Concrete (650 psi flex strength, 3" slump, 6% AC)

• 2,500 Tons of Base Course (3/4", 143.6 PCF, +80 CBR)

• 350 Tons of Asphalt (Hot Mix Asphalt P401 design 150.3 PCF)

• 380 Gallons of Prime Coat Oil

• Prime Coat Application (4 hr min. charge)

• The period of performance for deliveries is from May 4, 2026, to August 4, 2026.

• The North American Industry Classification System (NAICS) code is 327320 with a size standard of 500.

• The contract type is not explicitly stated but is indicated as a "SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL PRODUCTS AND COMMERCIAL SERVICES."

• The solicitation issue date is March 9, 2026.

• The offer due date is April 4, 2026, at 12:00 PM.

• The solicitation incorporates FAR clauses 52.212-1, 52.212-4, and 52.212-5 by reference.

• Payment will be made via Wide Area WorkFlow (WAWF).

• This acquisition is set aside 100% for Small Business.

• Standard Form 1449 is used for this solicitation.

• Inspection and acceptance will occur at both the destination and contractor sites.

• FOB Destination applies.