SA 0002 Q A 1 0002

RFQ 140D0427Q0915

Attachment 3, Questions Form

QUESTIONS FORM

#

RFQ
Section

Question

Response

Change
to RFQ?

Description of Change

Technical/
Contractual

Section 5

This states there is a 2 week
(10 day) work window for
scaffolding. This is not a
feasible timeframe. We have
already created a model for
this project, and with the
piece count we currently
have and the time per piece
method we use to calculate
timeframes, we would need
closer to 4 weeks for an
erection and approx. 2
weeks for the dismantle.

Per the SOW, “A written
target schedule shall be
agreed upon prior to
arrival of Contractor to
site.”

No

N/A

Technical

The type of debris netting
will affect the cost. Do we
have a suggested debris
netting type or a required
PSF the netting will need to
be capable of withstanding?
The netting type will also
play a factor in the
engineering of the

FR HDPE scaffold debris
netting with a minimum
60 percent open area.
Netting shall be securely
attached to the scaffold
structure in accordance
with the manufacturer's
recommendations. Debris
netting shall be used

No

N/A

Technical

construct
ion

Section 3
Page 2.
E.

RFQ 140D0427Q0915

Attachment 3, Questions Form

Section 3
B.

scaffolding for wind rating
and uplift rating. Please
advise here.

solely for falling-object
containment and shall not
be considered fall-arrest
protection.

What percentage will the
base be allowed to bear?
This will impact design
changes with the need to
correct these calculations.

There is no specified
No
percentage. In addition to
the unknown construction
of the base support, the
design should minimize
obstructions across the
base steps as masonry
repairs are specified
throughout the steps.

N/A

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