QandAs_B302_ZQEL_15-0005-041216.docx

DOCX document 13 KB Posted

Attached to
Install Bridge Crane B302 Federal contract opportunity
Solicitation number
FA6656-16-B-0001
Issued by
Department of the Air Force Reserve Command

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Questions with Responses for Solicitation FA6656-16-B-0001

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Solicitation FA6656-16-B=0001 Questions/Responses

1. Please confirm that the Fuel Resistive Resinous Flooring Scope of work is a complete removal of existing floor coating with substrate testing and repairs, and not a Topping Coat over the existing system.

RESPONSE: The FRRF floor will require the existing surface to be prepped, and repaired before new floor system applied. Please see specification 09 67 23.15, Part - 3, Execution, where it states the surface prep and repair of cracks and control joists.

2. In the new Tool Room is the existing Floor Tile is to remain, is the area under and around the new workbench to have new floor tile instated to match the existing? If so is the manufacturer of the tile and product number available from a submittal? Drawing notes address the wall tile, but not the floor tile.

RESPONSE: Remove tile and replace (see Amendment 3 Section J)

3. Is safety line striping and warnings painted on floor to be included in the Floor Coating scope of work?

RESPONSE: See sheet A1.1, coded note #1, where it calls out to re-strip floor to match original striping (and warnings).

4. Are there accurate as built drawings that show all utilities (electric) in the existing Hanger Floor? X-Ray and or Ground Penetrating Radar will be used, we would like to have as much intel as possible prior to utility location.

RESPONSE: The government does not have these drawings.

5. Are CAD background files for the hanger available for establishing control and layout, and to aid in steel shop drawings?

RESPONSE: These can be made available after contract award

6. Core Drill Samples of floor prior to seal coat application will be what diameter, and what quantity? Are as built drawings available of the existing floor reinforcing?

RESPONSE: Core drill samples to be 1" dia. per 1000 SF as per stated in specification 09 67 23.15, Part - 1, section 1.04, C.

7. THERE IS NO AMENDMENT #1.

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