Fairlead_Beams_RFQ.pdf

DEPARTMENT OF THE AIR FORCE

AIR NATIONAL GUARD

To Whom It May Concern,

The following fabricated parts are required for this RFQ:

Materials necessary to upgrade beams:

1 ‐ top plate per beam

2 ‐ hand hold access covers per beam

4 ‐ bent plates for mounting lifting rings per beam

12 gussets per beam

28 ‐ ¾” x 2” Grade 8 Machine bolt per beam

28 ‐ ¾” Grade 8 Hexagon nut per beam

28 ‐ ¾” Grade 8 Lock washer per beam

4 ‐ 3/8” x ¾” Grade 8 UNC Machine Bolt per beam

4 ‐ 3/8” Grade 8 Lock Washer per beam

Sherwin Williams Zinc Clad IV

Sherwin Williams Acrolon 218 HS polyurethane topcoat, color to match existing beam

*Please also see Statement of work for additional information.*

This requirement is for one base year and four option years:

Base year period of performance ‐ March 2019 – March 2020 / QTY 20 Beams

Option Year One – March 2020 – March 2021 / QTY 12 Beams

Option Year Two – March 2021 – March 2022 / QTY 12 Beams

Option Year Three – March 2022 – March 2023 / QTY 12 Beams

Option Year Four – March 2023 – March 2024 / QTY 12 Beams

13 February 2019

*The procedure for a “first article” inspection will be determined by mutual agreement of the parties.

Point of Contact for this combined synopsis/solicitation is Heidi Sigl, 701‐333‐2226.

COMPANY NAME: ____________________________________________________________

DUNS NUMBER: ______________________ TAX ID: _______________________

CAGE CODE: _______________________

BASE YEAR COST/ BEAM – QTY 20: $______________________

DELIVERY: $____________________________

CONTRACTOR MANPOWER REPRORTING: $ _______________________

BASE YEAR TOTAL COST: $_____________________________

OPTION YEAR ONE COST/BEAM ‐ QTY 12: $ _______________________________

DELIVERY: $____________________________

CONTRACTOR MANPOWER REPRORTING: $ _______________________

OPTION YEAR ONE TOTAL COST: $_____________________________

OPTION YEAR TWO COST/BEAM ‐ QTY 12: $ _______________________________

DELIVERY: $____________________________

CONTRACTOR MANPOWER REPRORTING: $ _______________________

OPTION YEAR TWO TOTAL COST: $_____________________________

OPTION YEAR THREE COST/BEAM ‐ QTY 12: $ _______________________________

DELIVERY: $____________________________

CONTRACTOR MANPOWER REPRORTING: $ _______________________

OPTION YEAR THREE TOTAL COST: $_____________________________

OPTION YEAR FOUR COST/BEAM ‐ QTY 12: $ _______________________________

DELIVERY: $____________________________

CONTRACTOR MANPOWER REPRORTING: $ _______________________

OPTION YEAR FOUR TOTAL COST: $_____________________________

(Signature) (Date)

Printed Name: ____________________________________________________________

Statement of Work Fairlead Beams

General requirements

Performing modifications to the Fairlead Beam (FLB) in accordance with drawings, procedures, and material specifications. Reference PDF files titles “Fairlead Beam Upgrade Fabrication Drawings”. Only certified welders may perform welding on the Beams.

Certificates must be provided with quotes. Follow American Welding Society D1.1, table 3.1 for welding requirements on ASTM A36 steel. Minimum yield strength 36Ksi, minimum tensile strength 58Ksi.

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.

Assuring the quality of work being performed on the FLB (first article test) is acceptable, when the first FLB is assembled, prior to painting, CETSC should be contacted and scheduled for an inspection to assure contract compliance. If accepted, modification on the remaining FLB’s can continue. If vendor desires, CETSC will consider a second inspection to observe a finished painted product to acknowledge acceptable quality workmanship.

Contract Manpower Reporting Application (CMRA) Requirements:

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contractor for the North Dakota National Guard via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the Help Desk at http://www.ecmra.mil/.

If the vendor determines there will be a charge for this requirement, the amount will be included as a separate line item on the offer schedule.

Anticipated Work Sequence

1. Degrease and power wash units as necessary to prepare for media blasting, welding, & painting.

2. Each existing Fairlead beam will come with 4 lifting rings. The lifting rings will need to be removed and beam surface ground smooth. The lifting rings shall be re-installed at similar location on new top plate, by attaching with the newly fabricated bent plates (as indicated in Fig. 5-17). Bent plates sizing should replicate existing.

3. Media blasting Fairlead Beams (FLB) of all paint coating down to the bare metal. Please note that some of the existing FLB’s paint may contain lead. The intent is to blast all areas down to the bare metal so a good bond is obtained between the metal and coatings and all surfaces coating protects the metal from the outdoor environment that they will be exposed to. There are areas that have limited accessibility, that getting down to bare metal and providing paint coverage is near impossible. Doing the best you can is all that will be expected in these confined areas. The top surfaces of the existing FLB that will be receiving the top plate cover does not require media blasting and can remain as it.

Figure 1 shows 2 beams that are typical of disassembled configuration, which will be sent for modifications.

Figure 1 - Disassembled Fairlead Beams

Additional accessories are being sent for each beam requiring media blasting, painting and coating. They include the following:

Retainer cover plate as shown in Figures 2.

Figure 2 - Retainer Cover Plate

Brush holders and Retainer Ring shown in Figure 3.

Figure 3 - Brush Holder and Retainer Ring

End Roller Housing shown in Figures 4-6.

Figure 4 - End Roller Housing

Figure 5 - End Roller Housing

Figure 6 - End Roller Housing

4. Fabrication of top plate as shown in Fig 5-20a thru 5-20c.

. Side gusset plate shown in figure 5-21.

Note: Plate B is welded around its perimeter to Plate A

Figure 7 is attached as a visual image for reference showing a completed product. Note that the completed product image includes work which would not be required of this contract

Figure 7 - Completed Product