Design- Build Services for DelSesto Middle School Parking Lot & Building Perimeter Repairs Addendum 1

Agency: City of Providence
State: Rhode Island
Type of Government: State & Local
NAICS Category:
  • 236220 - Commercial and Institutional Building Construction
  • 237310 - Highway, Street, and Bridge Construction
Posted Date: Apr 4, 2024
Due Date: Apr 22, 2024
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Design- Build Services for DelSesto Middle School Parking Lot & Building Perimeter Repairs Addendum 1

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Procurement #: 44564>
CITY OF PROVIDENCE, RHODE ISLAND
Department: PUBLIC PROPERTY
RFP Title: Design/Build Services for DelSesto Middle School
Opening Date: 04/22/2024
Addendum #: 1
Issue Date: 04/04/2024
The purpose of this addendum is post RFI Q&A and revise bid opening date
Providence City Hall
25 Dorrance Street
Providence, RI 02903
Addendum #01
TO
RFP Title: Design/Build Services for DelSesto Middle School
Procurement #: 44564
Please be advised of the following Milestone dates:
1. Milestone Dates:
Questions Due: April 3rd 2024.
Bids Due: April 22th 2024 @2:15 PM
Communication:
This project follows a design-build approach, and as such, the Department of Public Property is
inviting proposals from teams composed of qualified professionals to address the challenges
outlined in the Request for Proposals. Potential team configurations may include, but are not
limited to, a general contractor, architect, and engineers. It is the responsibility of the design-build
team to develop and submit a comprehensive mitigation plan to the Department of Public
Property. It is imperative that this plan adheres to all applicable local building codes and standards.
The quality and feasibility of the mitigation plan will be a significant factor in the awarding decision.
RFI Q&A:
Q: There are numerous sink holes throughout the perimeter of the building foundation.
The transformer pad and bollards are also sinking. Finally, the areas within your scope of
work, these are also sinking 3” to 4”. Is this building built on an existing dump or landfill?
A: I have received information from PPSD indicating that Delsesto is situated on a former
landfill, which is monitored for off-gases emanating from the ground. The need to fill
certain areas around the building arises from the decomposition of materials beneath the
surface. Generally, concerns are minimal unless excavation disrupts the protective cap.
However, any addition of materials to the site might necessitate a formal inspection.
For more detailed insights and guidance, Donna Pallister, who is the Principal Engineer
and Vice President at Arcadis, which oversees the Springfield Complex monitoring for
PPSD, is the point of contact. Her expertise and knowledge in this field will be invaluable
for any further information or clarification required.
Contact Information:
Donna Pallister, PE (RI), LSP (MA)
Principal Engineer / Vice President
Arcadis U.S., Inc.
2240 South County Trail, Suite 5
East Greenwich, RI 02818, USA
Telephone: +1 401 285 2235
Mobile: +1 401 255 9619
Website: [www.arcadis.com](http://www.arcadis.com)
Q: Please confirm that part of the requirement of this RFP is to hire a Civil Engineer to
provide design drawings to ensure drainage requirements are met and submission of
stamped drawings are required? Also confirm you require upgrades to current ADA codes
for the ramps with required stamped design drawings?
A: Confirmed. A key requirement is the engagement of a Civil Engineer. Their role will
involve producing design drawings to fulfill drainage criteria, along with the provision of
officially stamped drawings for submission. Additionally, design-build teams must
implement upgrades to existing ramps to comply with current ADA standards
Q: Under the add alternate please confirm the location of the “South Side Ramp and
slab” is in the courtyard? If not, please provide a location.?
A: The South Side Ramp and slab are located in the courtyard.
Q: We have since discovered this is a DEM regulated site and there are restrictions and
guidelines that are in place for how deep excavation’s can be. Clearly all these areas as
part of the scope have sunk 3” to 4” as a result of settlement. Do you have as-builts or
some documentation on just how much fill was removed and replaced in the various
areas to determine what actually was done when this school was constructed?
A: Please refer to the answer of question number one.
End Of Addendum #1 To Procurement #: 44564

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