Replace and Improve Roof Cover and Rainwater Drainage Systems, U. S. Courthouse, Asheville, NC
Award Notice Posted
- Solicitation number
- GS-04-P-16-EX-C-7030
- Agency
-
Acquisition Services Division
Central Office, General Services Administration
- Awarded
- to Associates Roofing & Construction Inc.
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- GS04P16EXC7107 Federal contract award
- NAICS code
- 238160 Roofing Contractors
- PSC
- Not on record
Notice details come from SAM.gov. Updated .
Notice text
2 versions
Update #2 · Latest ·
Replace and Improve Roof Cover and Rainwater Drainage System, U.S. Courthouse, Asheville, North Carolina
The purpose of this amendment is as follows:
1. Questions are due from the contractors for this project at or before 4:00 PM ET, Wednesday, March 2, 2016. Email questions to the following:
William Peterson, email: william.peterson@gsa.gov
Bruce Cooper, email: anthony.cooper@gsa.gov
Roland Royster, email: roland.royster@gsa.gov
2. Extend the proposal due date as follows:
From: At or before 4:00 PM ET, Tuesday, March 8, 2016
To: At or before 4:00 PM ET, Tuesday, March 15, 2016
3. Points of Contact for follow-up site visits are the following:
John Abel, email: john.abel@gsa.gov
Robert Stephenson, email: robert.stephenson@gsa.gov
Mike Keller, email: michael.keller@gsa.gov
The telephone number of the GSA Asheville North Carolina Service Center is 828-271-4691
Update #1 ·
Solicitation Number GS-04P-15-EX-C-0186
This project involves the design, repair, replacement and improvement of the roof cover systems and rainwater drainage systems at the Historic U.S. Courthouse, 100 Otis Street, Asheville, NC 28801. The existing low-slope roof cover involves twelve separate roof areas totaling approximately 13,000 square feet. The low-slope roof cover consists of ballasted single-ply EPDM membrane over light weight insulating (cinder) concrete and structural concrete decks. However, the sally port roof involves rigid board insulation and metal decking, in addition to the EPDM membrane. The steep slope roof cover involves approximately 15,000 square feet of standing seam metal roof membranes over the attic and approximately 1,500 square feet of contiguous gutters.
Both roof cover systems include EPDM base flashing; metal counterflashing; concrete parapet copings; internal rain leaders and conductors; and associated sealants.
The Designer-Builder shall design and construct appropriate repairs, replacements and improvements of these roof cover and rainwater drainage systems. New low-slope roof membranes are limited to multi-layer atactic polyproylene (APP) or styrene butadiene styrene (SBS) modified bitumen roofing systems with highly reflective surfaces. New gutter membranes are limited to fluid-applied aliphatic polyurethane and polymethylmethacrylate (PMMA) waterproofing. Section 4 of this statement of work provides additional requirements for these new systems and components.
The Designer-Builder shall also provide a web-camera surveillance system to monitor on-site work progress through project completion.
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