QA18Q0017III.pdf

PDF 70 KB Posted

Attached to
Bridge Crane
Solicitation number
W911RQ-18-Q-0017
Issued by

About this file

questions and answers

View the file

Other files

File Type Posted
Mod_Doc_W911RQ-18-Q-0017_0003.pdf PDF
W911RQ-18-Q-0017_amendment_0003.pdf PDF
Q&A18Q0017(2).pdf PDF
W911RQ-18-Q-0017_amendment_0002.pdf PDF
Mod_Doc_W911RQ-18-Q-0017_00002.pdf PDF
QA18Q0017.pdf PDF
18Q00170001_AMENDMENT_ONE_SUMMARY.pdf PDF
18Q001700001_CONFORMEDpdf.pdf PDF
Bridge_Crane_Solicitation.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

What is the approximate thickness of the existing concrete floor?

Answer: 8 Inches

Will the Government be removing any existing fixtures, shelving tools etcetera from the crane installation area?

Answer: Yes

Will we be able to laterally brace the new columns to the existing building/concrete columns or must the new columns be free standing?

Answer: New structure MUST be free standing. NO tying back to the building columns.

Is the maximum width of 23’-0” shown in your description the out to out of the system?

Answer: The overall width of the crane system including the bridge overhang CANNOT be wider than 23’-0”.

Upon completion of the installation & start-up will RRAD be preforming a load test and if so will the contractor be required to witness the load test?

Answer: The contractor shall perform the appropriate load testing.

File details come from the government source that posted it.