MODIFICATION
Z -- PARKING LOT REPAIRS & RESURFACING
- Notice Date
- 3/30/2007
- Notice Type
- Modification
- NAICS
- 238990
— All Other Specialty Trade Contractors
- Contracting Office
- General Services Administration, Public Buildings Service (PBS), Upstate New York Service Center (2PMC-U), James M. Hanley Federal Building & Courthouse, Room 1350, 100 South Clinton Street, Syracuse, NY, 13261-7005, UNITED STATES
- ZIP Code
- 13261-7005
- Solicitation Number
- GS02P07PAM0019
- Response Due
- 4/27/2007
- Point of Contact
- Colleen Carey, Property Manager, Phone 518-431-4197, Fax 518-431-4178, - Matthew Murphy, Building Management Specialist, Phone 518-431-0315, Fax 518-431-4178,
- E-Mail Address
-
colleen.carey@gsa.gov, matthew.murphy@gsa.gov
- Small Business Set-Aside
- Total Small Business
- Description
- Site Visit will be conducted on: March 21, 2007 at 10:00am. Property Manager will meet all interested parties in the lobby of the courthouse. 1.0 PROJECT IDENTIFICATION A. Project Name: PARKING LOT REPAIRS & RESURFACING Location: James T. Foley US Courthouse 445 Broadway Albany, NY 12207 B. SCOPE OF WORK SPECIFICATIONS Contractor shall furnish labor, supervision, materials and equipment to excavate, repair depressions, pot holes, resurface to a uniform smooth finish surface and re-stripe the parking lot at the James T. Foley U. S. Courthouse. All work is to be performed to normal practices of the trades and manufacturer specifications of all materials used. The project includes but is not limited to the following Scope of Work and the attached sketch of the parking lot which shows the confines of the project: - Remove existing asphalt to a depth of 1-1/2 inches for a minimum of 18" horizontal distance where abutting any building structure, concrete curb, stone curb, sidewalk, utility manhole, drainage grate or as where needed. Protect all abutting surfaces from damage. Tapering of Asphalt thickness is strictly prohibited. - Sawcut keyways to the entrance and exit of the parking lot to a depth of 1-1/2" below existing grade for a minimum horizontal distance of 3'. Excavate and remove the truck scale as shown on the attached sketch, fill excavation according to the following procedure for sunken areas. - Any and all penetrations in the building foundation must be treated so as to eliminate water seepage as necessary. - Excavate sunken areas where needed, fill and compact to a depth of -3.5" below final grade using New York State Department of Transportation approved sub-base materials, install and compact 2" asphalt road base (to a depth of -1-1/2" below final grade) to a minimum density of 95%. - Shim all low and depressed areas with a machine applied true and leveling course of asphalt, vibratory compact to a density of 95% minimum. Correct any grading problems where the water drains toward the building and in areas where water tends to gather and pond. Grade towards the drainage grates. - Install a prime coat of liquid asphalt to all horizontal edges abutting any building structure, concrete curb, stone curb, sidewalk, utility manhole, drainage grate, site entrance or exit or where as needed. Protect all abutting surfaces from overspray or brushing of asphalt. - Install 1-1/2" (as measured compacted in place), of New York State Department of Transportation approved top course asphalt on the entire parking lot vibratory machine rolled to a minimum density of 95%. Tapering of Asphalt is strictly prohibited. - Retain an independent asphalt testing technician at all times of performing work for quality control purposes. Provide a report and verification of a minimum of 15 Nuclear Density Test results above the minimum in place density of 95% spaced 15' apart minimum. - Install hot applied liquid asphalt joint sealant in all joints formed by asphalt abutting building structure, concrete curb, stone curb, sidewalk, utility manhole, drainage grate, site entrance or exit or where as needed. Protect all abutting surfaces from over application from more than 1/4" from joint. It is expected that all over application will be cleaned. - Re-stripe and re-number the parking spaces per the attached sketch with yellow latex paint, taking note of the current numbering of the lot. The contractor shall re-stripe and re-label handicap parking spaces and no parking zones to industry standards. - The contractor will be responsible to move any and all plastic barriers in the parking lot area in order to complete the project. Upon completion the contractor will relocate the barriers back to their original position. - The Contractor shall cleanup, remove and properly dispose any and all p NOTE: THIS NOTICE MAY HAVE POSTED ON FEDBIZOPPS ON THE DATE INDICATED IN THE NOTICE ITSELF (30-MAR-2007). IT ACTUALLY APPEARED OR REAPPEARED ON THE FEDBIZOPPS SYSTEM ON 23-MAY-2007, BUT REAPPEARED IN THE FTP FEED FOR THIS POSTING DATE. PLEASE CONTACT fbo.support@gsa.gov REGARDING THIS ISSUE.
- Web Link
-
Link to FedBizOpps document.
(http://www.fbo.gov/spg/GSA/PBS/2PMCU1/GS02P07PAM0019/listing.html)
- Place of Performance
- Address: James T. Foley U.S. Courthouse 445 Broadway Albany, New York 12207
- Zip Code: 12207
- Country: UNITED STATES
- Zip Code: 12207
- Record
- SN01302006-F 20070525/070523232930 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
| FSG Index | This Issue's Index | Today's FBO Daily Index Page |