174 MQ-9 Static Display Concrete Pad

Form / Attachment / Pricing Sheet

This document is a sign-in sheet for a site visit related to the MQ-9 Static Display Concrete Pad opportunity. It records attendees' names, company affiliations, and contact information.

• Date: 04/14/2026
• Project Name: MQ-9 Static Display Concrete Pad
• Attendees: Lists Last Name, First Name, Office, and Phone Number for individuals who attended the site visit.
• Companies Represented: Includes Loyal 9 Development, MSC, and CASPER CONSTRUCTION.
• Signatures: A column for attendee signatures.

This document indicates which companies or individuals attended a site visit for this opportunity. It may be useful for understanding potential competition or for networking purposes. It does not contain requirements or submission details for the opportunity itself.

Questions & Answers / Clarifications

This document contains responses to Requests for Information (RFIs) related to a SAM.gov opportunity, clarifying details about construction requirements, materials, and logistical procedures.

• Pier Reinforcement: No additional rebar or reinforcement is required for the piers beyond what is specified in the current drawings (Attachment 10.2).
• Slab Reinforcement: A single layer of 6x6 W2.9/W2.9 Welded Wire Fabric (WWF) is required for the 4-inch concrete pad. The original requirement for two layers is not feasible for a 4-inch slab.
• Aircraft Static Display Erection: The government (MXS) will handle drilling, anchoring (including hardware), and the erecting and placement of the static display. The contractor is not responsible for anchoring hardware or the erection scope.
• Insurance: Proof of insurance is required, with specific amounts to be provided at the time of award. The solicitation does not detail specific coverage types or minimum limits.
• Haul Route: The Molloy Road Gate is the designated haul route. Typical contractor vehicles (including 10-wheel concrete trucks) are supported. The maximum overhead clearance is 17'-2 1/2". Escorts are required for concrete trucks and equipment.
• Water Supply: Water for concrete curing and dust control is available approximately 250 LF from the project site at Building 174, with pressure at 60-65 PSI. No additional backflow prevention is needed if using this source.
• Concrete Testing: The contractor is responsible for engaging and paying a third-party lab for compression testing. No approved labs are available on Hancock Field, but local options exist.
• Anchors: Government personnel will drill holes for anchors after concrete cure, and then install them with epoxy. Anchors will not be cast-in-place.
• Concrete Slab Sealer & Cuts: Relief cuts (1.5 inches deep, spaced 2-3 times depth in feet) are required in the concrete slab, followed by sealant application. Material specifications for the sealant are not provided, but must be submitted via AF3000 for approval.

These clarifications refine material specifications (WWF), define responsibilities for aircraft erection and anchoring, and provide logistical details for site access and utilities, which may impact bidder's cost and schedule estimations.

Form / Attachment / Pricing Sheet

This document provides a map illustrating the project location for the MQ-9 Aircraft Static Display at Hancock Field Air National Guard Base, Syracuse, New York. It is intended to visually guide bidders on the specific area of the proposed project.

• Two views of the project location: a schematic diagram and an aerial photograph.
• Both diagrams clearly label the "PROJECT LOCATION" with arrows.
• A "CONTRACTOR HAUL ROUTE" is indicated on the schematic.
• The document includes project identification details: "MQ-9 AIRCRAFT STATIC DISPLAY", "HAAW 262003", and the address "6001 EAST MOLLOY ROAD SYRACUSE, NEW YORK".
• It is identified as "ATTACHMENT 10.1".

This attachment is crucial for bidders to understand the physical site where the MQ-9 Aircraft Static Display will be located. It helps in visualizing the scope of work, potential site access, and logistical considerations for the project.

Form / Attachment / Pricing Sheet

This document, Attachment 10.2, provides detailed drawings and specifications for the installation of an MQ-9 Aircraft Static Display. It outlines the construction requirements for concrete piers and a reinforced concrete slab necessary to support the aircraft.

• Elevation View: Shows the overall placement of the MQ-9 aircraft on its display structure.
• Pier and Slab Detail: Specifies the construction of five concrete piers (minimum 4000 PSI) and a 68-foot diameter, 4-inch thick reinforced concrete slab. It also details sub-base preparation with structural fill.
• Landing Gear Layout: Illustrates the approximate location of the three concrete piers intended for the aircraft's landing gear.
• Plan View: Depicts the approximate location of all five concrete piers and the overall dimensions of the concrete slab.
• General Notes: Emphasize the need for field verification of all concrete pier locations with the Government Contracting Officer Representative (COR) prior to any earthwork. It also requires coordination with U-Dig NY and Base Civil Engineering.
• Materials: Mentions the use of Mirafi and structural fill for the sub-base, and specifies concrete mix designs require COR approval.

This attachment is crucial for bidders to understand the site preparation and construction requirements for the static display. It details the specific dimensions, materials, and placement of the foundation elements, which will directly impact the scope of work, cost estimation, and project timeline for any contractor involved in this installation.

Form / Attachment / Pricing Sheet

This document provides detailed dimensional specifications for the MQ-9A Reaper aircraft, presented through front and side view diagrams.

• Front View (Figure 1): Displays overall wingspan (66), fuselage width (22.4), and propeller diameter (12.0), along with other noted dimensions.
• Side View (Figure 2): Illustrates length (36.2), fuselage length (31.0), wingspan (25.0), height (9.8), and includes a scale reference with a human figure (7.8).
• Specific dimensions for various components such as the fuselage, wings, tail, landing gear, and propeller are indicated.

This information is crucial for any bidder involved in the manufacturing, maintenance, modification, or integration of MQ-9A Reaper aircraft or related systems. Understanding these precise dimensions is essential for ensuring compatibility, fit, and adherence to physical constraints in any proposed work.

Amendment / Modification

This amendment corrects the Site Visit date for the solicitation.

• The Site Visit date in block 10 has been corrected.

• The Site Visit date is now April 14, 2026, at 10 AM EST. All other terms and conditions remain unchanged.

Solicitation / RFP / RFQ

This solicitation (W50S8N26QA016) is for the construction of an MQ-9 Static Display Concrete Pad and associated pillars at the 174 ATKW, Hancock Field, Syracuse, NY. The project aims to create a fully functional static display pad for aircraft that meets or exceeds industry and Department of War standards. This is a total small business set-aside.

• Provide all labor, materials, tools, equipment, supervision, quality control, and project management.

• Construct the MQ-9 Static Display Concrete Pad and pillars.

• Ensure all work is completed without damage to other government property.

• Comply with all applicable state and federal laws and regulations, Department of War policies, Unified Facilities Criteria (UFC), and New York State Code.

• Reference the attached Statement of Work (SOW) dated February 2, 2026, for detailed project requirements.

• Contract Type: Firm Fixed Price.

• Estimated Magnitude: Between $25,000 and $100,000.

• Period of Performance: 120 Calendar Days from the Date of Notice to Proceed.

• Payment Bond: May be required if the quote exceeds $35,000.00.

• Offer Due Date: April 21, 2026, at 02:00 PM.

• Site Visit: May 14, 2026, at 10:00 AM.

• Evaluation criteria are not detailed in the provided sections but will be based on the solicitation.

• Total Small Business Set-Aside.

• NAICS Code: 238910 (OtherSTRUCTION and Heavy and Civil Engineering Construction).

• Size Standard: $19,000,000.00.

• The solicitation incorporates FAR clauses by reference, including those related to small business representations, payment, and unique item identification.

• Wide Area WorkFlow (WAWF) will be used for electronic invoicing and receiving reports.

Statement of Work (SOW)

To construct a fully functional MQ-9 Static display concrete Pad and pillars that meets or exceeds industry and DoD standards, using materials suitable for the local area.

• Excavation and placement of concrete for the MQ-9 static display pad and pillars.
• Demolition, recovery, and disposal of existing materials.
• Delivery and receiving of all equipment to the pad site.
• Ensuring quality meets contract requirements, including review of AF3000 Materials Submittals.
• Restoring or replacing any government property damaged during the contract.
• Erecting the MQ-9 aircraft static display, verifying pier locations with the government contracting officer prior to earthwork.
• Removing conflicting vegetation, including trees.
• Cutting, leveling, and removing excavated material.
• Providing concrete cylinders for compression testing.
• Restoring disturbed surfaces to their original condition.

120 calendar days, including the Closeout Phase.

174th Attack Wing, Hancock Field Air National Guard Base, Syracuse, New York 13211.

• Work must comply with applicable state and federal laws, DoD policies, UFC, and New York State Code.

• The Government will not exercise supervision or control over the contractor; the Prime Contractor is responsible for project management, quality control, and safety.

• Labor, equipment, material/parts, and overhead/administration are separate cost categories.

• Material and parts with long lead times (greater than 30 days) must be identified.

• Progress Schedules are required for projects 30 days or longer.

• A Maintenance Plan must be submitted.

• Contractor is responsible for daily area cleanup and debris removal.

• Contractor must repair/replace any damaged facilities or equipment.

• Comprehensive documentation is required (e.g., Bonds, Quality Control Plan, Health & Safety Plan, Material Submittals, O&M manuals, As-Built Drawings).

• Contractor employees must comply with installation access, security, and identification requirements.

• Recognized US holidays are non-work days.

• Working hours are Monday through Thursday, 7:00 a.m. to 4:15 p.m., unless otherwise directed.

• Contractor employees must obey installation regulations.

• Safety requirements include compliance with OSHA standards and submission of a Health and Safety Plan.

• Welding/Hot Work Permits are required.

• Contractor must safeguard all Government property.

• Strict key and lock control procedures must be followed.

• Contractor must attend post-award conferences and periodic progress meetings.

• A Contract Manager (CM) must be designated.

• Contractor employees must identify themselves as contractors.

• Zero-tolerance policy for trafficking in persons.

• Government owns all documents/materials produced under the contract.

• Organizational Conflicts of Interest (OCI) must be identified and mitigated.

• Contractor is responsible for any Federal, State, or local government fines incurred due to non-compliance.

• Construction materials must meet relevant code specifications and the New York State building code.

• Government-furnished property, materials, and equipment are limited to access to water.

• Contractor-furnished property, materials, and equipment are required for construction.

• Water hook-up will be to existing spigots, requiring coordination.

• Backflow prevention devices must be provided and submitted for approval.

• Planned utility outage requests must be submitted 21 working days prior.

• All spills must be reported.

• Spill kits are required.

• Hazardous materials require specific plans and authorization.

• Contractor is responsible for fines related to environmental violations.

• Debris must be cleaned up daily and disposed of off-base at a permitted landfill.

• Documentation of disposal and recycling is required.

• Includes UFC 1-200-01 DoD Building Code, UFC 3-250-04 Standard Practice for Concrete Pavement Construction, Federal Acquisition Regulation, DFARS, DoDMs, ARs, AFIs, and various forms (e.g., AF Form 3064, AF Form 3952).

• Defines terms such as Contractor, Contracting Officer (KO), Deliverable, Key Personnel, and Subcontractor.

• Provides a list of relevant acronyms (e.g., AEI, AF, ANG, AR, AT/OPSEC, BI, CFR, CM).

Other / Unclassified

This document is a General Decision Number (NY20260016) dated 01/30/2026, which supersedes NY20250016. It provides prevailing wage rates and fringe benefits for various construction classifications in Onondaga County, New York, specifically for Heavy and Highway Construction Projects. The document lists rates for trades such as Bricklayers, Cement Masons, Carpenters, Electricians (various specialties), Painters, Plumbers, Pipefitters, Steamfitters, Roofers, Sheet Metal Workers, Glaziers, and Welders. It also includes detailed classifications and rates for Power Equipment Operators, broken down into multiple groups for both general construction and tunnel/shaft work. Footnotes specify paid holidays and conditions for receiving holiday pay. Additionally, the document references Executive Orders 13706 (Paid Sick Leave) and 13658 (Minimum Wage), outlining their applicability to federal contracts and contractor requirements.

This document is crucial for bidders on federal or federally-assisted construction projects in the specified geographic area. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on the contract. Bidders must use this information to accurately calculate labor costs for their proposals and ensure compliance with federal labor standards. Failure to adhere to these wage determinations can result in contract violations and penalties. The document also provides information on how to appeal wage determinations and where to find additional resources related to labor standards.