The City is seeking Proposals from highly qualified individuals, consulting firms, or teams of consultants (“Proposers”) to: 1) prepare an Art Tech Campus Programming Analysis that includes a phasing plan, cost estimates, and preliminary design; and 2) provide interim and final design of the buildings.
Manufacture/Fabrication of Train Plymetal Floor Panels British Columbia Rapid Transit Company Ltd.
Workstation and analysis packageWorkstation PC with the following configurationOperating System: Win10 IoT Enterprise 2019Processor: Intel XeonW-2245 3.9GHz 8C 165W CPU192GB (6x32GB) DDR4 2933 DIMM ECC Registered WW MemoryGraphics Board: NVIDIA Quadro RTX 6000 24GB (4)DP+USBcSystem Drive: 512GB SATA SSDTemp Drive: 8TB SSD RAID0 (HP Z Turbo Drive Quad Pro with 4x2TB NVMe)Data Drive: 4TB SSD RAID0 (2x 2TB NVMe)DVD writer: 9.5 DVDWR 1ST ODDMinimum 3
These contractors will have a confidentiality/non-disclosure agreement prior to analysis of SOCs. All data received in response to this synopsis and marked or designated as “corporate” or “proprietary” information will be fully protected from release outside the government except for the FFRDC, SE&I, SETA, and A&AS contractors supporting SSC/ECPM.Any information submitted in response to this synopsis is strictly voluntary.
EXCEPTION: FUNCTIONAL MERCURY USED IN BATTERIES, FLUORESCENT LIGHTS, REQUIRED INSTRUMENTS; SENSORS OR CONTROLS; WEAPON SYSTEMS; AND CHEMICAL ANALYSIS REAGENTS SPECIFIED BY NAVSEA. PORTABLE FLUORESCENT LAMPS AND PORTABLE INSTRUMENTS CONTAINING MERCURY SHALL BE SHOCK PROOF AND CONTAIN A SECOND BOUNDARY OF CONTAINMENT OF THE MERCURY OR MERCURY COMPOUND. (IAW NAVSEA 5100-003D).
When requested, provide written summary and analysis of the search results. Provide prior art searches of patent and/or non-patent literature databases, including, where requested chemical structure databases to assist in patent application filing and prosecution decisions. Provide infringement/non-infringement and patent validity opinions. 2.1.2 File U.S. Design Patent Application and Corresponding International Design Registrations.
Based on the results of this analysis, it is very likely that the pre-existing high groundwater table as well as the vatiance in the as-built concrete slab thickness with respect to its intended design are contributing factors to the measured RH values. It does not appear that the RH of the slab has affected its structural performance or durability.
