BAK-12 SOW updated.pdf

ANGRC/CETSC

USAF BAK-12 Engine Base Platforms

Statement of Work

1. PURPOSE: The contractor shall furnish all required parts, equipment, material, and labor to provide the following items in accordance with (IAW) all applicable codes, specifications, and industry/federal standards to ANGRC/CETSC at Minot ND.

2. SCOPE: USAF BAK-12 Engine Base Platforms – P/N 201018916-1

2.1 Requirement: 16 each USAF BAK-12 Engine Base Platforms

2.2 Base will be painted prior to delivery.

2.3 Use ONLY Sherwin Williams Zinc Clad IV. For Zinc Clad IV primed surfaces, Paint standard for steels will be one coat of Zinc clad IV (3.0-5.0 mils dry film thickness) followed by two coats of Sherwin Williams Acrolon 218 HS polyurethane topcoat (3.0-6.0 mils dry film thickness). The topcoat color will duplicate the original dark green color. The vendor shall follow the manufacturer’s recommendations for surface preparation and coating application. Note: For painting purposes the Base is approximately 3.5ft W x 10ft L x 2ft H.

3. First Article Testing (FAT):

3.1 Only First Article Test approved vendors may apply.

3.2 This is an Air Force designated Critical Safety Item (CSI). All requests for waivers or deviations must be forwarded to the contracting officer for review and approval by CETSC, NGB/A4OC and the Aircraft Arresting Systems (AAS) Engineer.

4. DELIVERY:

4.1 Delivery period for 16 units: 120 days

4.2 BAK-12 Engine Bases must be palletized, wrapped (shrink wrap, pallet wrap, etc.) and shipped via flatbed truck (straight flat bed, step deck flat bed, hot shot, etc.). BAK-12 Engine Bases must be able to be unloaded via forklift from side of flatbed trailer. At no point will the BAK-12 Engine Base be shipped via enclosed van trailer or similar. Any other modes of shipment/delivery other than flatbed will be rejected.

4.3 Deliver BAK-12 Engine Bases to:

ANGRC/CETSC

Attn: Scott Parish 3430 2nd St NE Minot, North Dakota 58703

5. ATTACHMENTS:

5.1 BAK-12 Engine Base Drawing Package

6. VENDOR QUALIFICATIONS

6.1 Vendor shall have the necessary tools, equipment, personnel, facilities, etc. to produce these various parts.

6.2 Vendor shall follow welding and inspection processes in accordance with AWS D1.1 for critically loaded structures. Additionally, welder and inspectors shall be certified in accordance with AWS D1.1.

6.3 Vendor must adhere to drawing and related documentation practices per ASME Y14.5-1994, unless otherwise noted by ANGRC/CETSC.

6.4 Vendor must be capable of fabricating items to dimensions and tolerances per ASME Y14.1-2005.

6.5 Vendor must be able to fabricate parts out of mild steel.

6.6 Vendor must have the capacity to cut precision parts up to 1” thick carbon steel and ½” thick stainless steel from large sheets of material with a water jet or laser cutting system. Parts will not be cut with free hand method.