A.07.14.01_BIDDER_INQUIRY.pdf

W912DQ-17-B-1014

Site Visit Question and Answers

Q. Aggregate Type for chip and seal calls for Haydite or Trap rock-what do we use?

A. Either Haydite or Trap rock is acceptable per Performance Work Statement

(PWS)-up to contractor which material they want to supply.

Q. Will a test strip be performed?

A. The PWS calls for a test strip for chip and seal and will be performed.

Q. Can park be closed for traffic control?

A. Per PWS traffic control is contractors responsibility however some closures may be acceptable during different parts of the season and with prior approval from Contracting Officer Representative (COR)-see PWS for full detail.

Q. Does contractor remove curb stops and what about if some break who is responsible?

A. Per PWS: Contractor to remove and reinstall to match existing layout after construction is complete. If a few are broken then Government will supply a minimum amount for replacing but contractor is to take all precaution not to damage existing curbs.

Q. Are headers to be milled?

A. Per PWS transition mill into adjacent asphalt roads and parking areas for a smooth transition from one to another.

Q. Can one 3 inch lift be done on HMA?

A. No it will be two lifts in accordance with PWS for 3 inch HMA.

Q. Is their quantity over runs?

A. No quote is firm fixed price-contractor responsible for verification of quantities before quoting.

Q. Is there any road shoulder work since the 3 inch HMA will elevate edge of road?

A. Corps of Engineers will take care of road shoulders at a later date.

Q. Bid sheets does not have options as listed in the PWS-will this be a lump sum bid?

A. There will be an amendment to the Solicitation to reflect options that may or may not be exercised. Watch for amendments.

***************END OF DOCUMENT**************************************************