10_-_RFI_questions_&_answers.pdf

1. Request clarification on the following Door type does not match up with door Type code . ( H-2-A-3 )

a. H= Metal --- But the door schedule calls for wood.

b. 2= Pair ---- but of most of are single only 2 of them are pair.

c. A= Flush

d. Fire rating calls for 3,23,21,and 1

e. Would you please interpret the Door type code example? And Door schedule

Types, for instance ( H-2-A-23 ).

f. (similar question received) RFI------DOORS & HARDWARE

i. Door Type column does not match up with Door Type Code. ( H-2-A-3 )

ii. H= Metal---door schedule says wood

iii. 2= pair---most are single. ( 2 are pair )

iv. A= flush

v. Don’t understand the last numbers ( 3 , 23 , 21, 1 )

• Contractor should omit the “TYPE” column from the Door schedule on AE601, and the “DOOR TYPE CODE EXAMPLE”. All doors are to be wood as scheduled in the door “FINISH” column, and shall be finished as outlined in the specification 081416. All doors are flush doors, with (5) single doors, and (2) single doors as scheduled). Door fire ratings are to be as noted in the “FIRE RATING” column on the door schedule.

2. Can temporary floor protection remain in place at the courtroom entrance for the duration of the project or is it required to be removed and replaced while court is in process?

• Floor protection shall remain in place for the duration of the project

3. As you are aware, the project is adjacent to a courtroom. Is it safe to assume the majority of the project will be required to be performed at night as disruptive work is to be scheduled off hours?

• Contractor shall coordinate with GSA and the US Courts regarding court schedule to perform all disruptive work. Refer to specification 011400 for more details.

4. Can a contractor that has received security clearance escort other contractors or does everybody that enters the building need to go through the security clearance process?

• Individuals needing escort-only access must be listed on the RO Contractor

Approval List.

• To receive approval for escort-only access on a GSA project the applicant must submit a CIW as well as the full legal name of the individual doing the escorting and the dates of escort in the email containing their CIW.

• Contractors may be approved for escorted access up to 15 cumulative days within a 6-month period.

• Those working more than 15 days must complete the applicable fitness determination process.

• Individuals in the process of completing a GSA fitness determination are not allowed to be escorted.

• Applicants who have previously been found unfit or have received a notice to wait for a final fitness determination cannot be considered for escort-only access.

• The person doing the escorting must be either a federal employee, FPS security contractor, or GSA contractor who is in possession of a GSA issued PIV credential.

• Escorts are responsible for the whereabouts and activities of escorted personnel at all times, and must remain within line of sight of escorted individuals at all times while in non-public space.

• GSA PMs/CORs should consider the type of project and proximity to escorted contractors. It is suggested that 5-7 people per escort is typically manageable.

5. What is the timeline for Security Clearance from start to finish?

• 5 weeks is the average time to complete the process, it is highly dependent on the accuracy of the forms submitted and the responsiveness of the individual to complete the required steps. Regardless of the time it takes individuals to complete the process, the construction time is 206 days. As soon as the contract is awarded the GC can begin the process with GSA of obtaining all clearances required.

• Total construction time is 206 days from issuance of Notice to Proceed. The Contractor shall commence performance of the Work within 1 day after the issuance of the Notice to Proceed through Substantial Completion. This time frame is all inclusive and therefore includes time for the contractor complete all required security clearances, Substantial Completion of Contract work and Contract Completion.

6. I tried to look at the specs, but the specs for the rubber flooring are kind of cut and paste so I was hoping I could get some clarification. We’re assuming rolled (4’ wide) flooring as its stated on the Finish Legend on AE602. What thickness of rolled rubber flooring is wanted? Ultimate RB is available in 2mm, 3.2mm (1/8”), .4mm, 8mm, 9.5mm or 12mm? Is the architect open to other rolled rubber products instead of the Ultimate

RB

• The basis of design for the “RUB1” Flooring shall be “Ultimate RB Rolled Rubber” manufactured by Ultimate RB, in standard 4’ wide rolls, 9.5 mm (0.375”) thickness, installed per the manufactures recommendations.

• Contractor may submit alternates to the basis of design, but will be compared to the basis to be considered.

7. Section 078100, Paragraph 1.2A says locations shall include the 14th Floor Deck. Should this not read 12th Floor Deck?

• Paragraph 1.2 A of 078100 should reference the 12th floor deck as assumed, not the 14th floor deck, and shall still include “all areas disturbed during the construction activities…” as noted in the specifications.