TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 1. American Marazzi Tile, Inc. 2. American Olean; Division of Dal-Tile International Inc. 3. Crossville, Inc. 4. Deutsche Steinzeug America, Inc. 5. Florida Tile Industries, Inc. 6. Florim USA. 7. GranitiFiandre; c/o Trans Ceramica, Ltd. 8. Interceramic. 9. Laufen. 10. Lone Star Ceramics Company. 11. Grupo Porcelanite. 12. Portobello America, Inc. 13. Seneca Tiles, Inc. 14. United States Ceramic Tile Company. C. Tile Type CFT-1: Unpolished Floor Tile. 1. Composition: Porcelain. 2. Face Size: 12 by 12 inches and 16 by 16 inches as indicated in the Drawings. 3. Thickness: 1/4 inch (6.35 mm) . 4. Face: Pattern of design indicated, with square or cushion edges. 5. Tile Color and Pattern: As indicated by manufacturer's designations as indicated in the Drawings. 6. Grout Color: As selected by Architect from manufacturer's full range. D. Tile Type CWT-1 and CWT-2: Glazed wall tile. 1. Tile Color and Pattern: As indicated by manufacturer's designation on the Drawings. a. CWT-1: Field Tile Color and Pattern. b. CWT-2: Accent Tile Color and Pattern. 2. Module Size: 4-1/4 by 4-1/4 inches (108 by 108 mm) . 3. Thickness: 5/16 inch (8 mm) . 4. Face: Pattern of design indicated, with manufacturer's standard edges. 5. Finish: Bright, clear glaze. 6. Grout Color: As selected by Architect from manufacturer's full range. 7. Mounting: Factory, back mounted. 8. Mounting: Pregrouted sheets of tiles factory assembled and grouted with manufacturer's standard white silicone rubber. 9. Trim Units: Coordinated with sizes and coursing of adjoining flat tile where applicable and matching characteristics of adjoining flat tile. Provide shapes as follows, selected from manufacturer's standard shapes: a. Base: Coved, module size 4-1/4 by 4-1/4 inches (108 by 108 mm) . b. Wainscot Cap: Surface bullnose, module size 4-1/4 by 4-1/4 inches (108 by 108 mm) . c. External Corners for Thin-Set Mortar Installations: Surface bullnose, same size as adjoining flat tile. d. Internal Corners: Field-butted square corners. For coved base and cap use angle pieces designed to fit with stretcher shapes. CERAMIC TILE 09310 - 2
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 2.2 THRESHOLDS A. General: Fabricate to sizes and profiles indicated or required to provide transition between adjacent floor finishes. 1. Bevel edges at 1:2 slope, with lower edge of bevel aligned with or up to 1/16 inch (1.5 mm) above adjacent floor surface. Finish bevel to match top surface of threshold. Limit height of threshold to 1/2 inch (12.7 mm) or less above adjacent floor surface. 2.3 TILE BACKING PANELS A. Cementitious Backer Units: ANSI A118.9 or ASTM C 1325. 1. Products: Subject to compliance with requirements, provide one of the following: a. C-Cure; C-Cure Board 990. b. Custom Building Products; Wonderboard. c. FinPan, Inc.; Util-A-Crete Concrete Backer Board. d. USG <strong>Corporation</strong>; DUROCK Cement Board. 2. Thickness: 1/2 inch (12.7 mm) . B. Fiber-Cement Underlayment: ASTM C 1288. 1. Products: Subject to compliance with requirements, provide one of the following: a. CertainTeed Corp.; FiberCement BackerBoard. b. James Hardie; Hardiebacker 500. 2. Thickness: 1/2 inch (12.7 mm) . 2.4 SETTING MATERIALS A. Dry-Set Portland Cement Mortar (Thin Set): ANSI A118.1. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Boiardi Products; a QEP company. b. Bonsal American; an Oldcastle company. c. Bostik, Inc. d. C-Cure. e. Custom Building Products. f. Jamo Inc. g. Laticrete International, Inc. h. MAPEI <strong>Corporation</strong>. i. Southern Grouts & Mortars, Inc. j. Summitville Tiles, Inc. k. TEC; a subsidiary of H. B. Fuller Company. 2. For wall applications, provide nonsagging mortar. CERAMIC TILE 09310 - 3
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Date: TranSystems 220 St.Charles Wa
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FEDERAL EXPRESS CORPORATION STANDAR
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Exhibits Page Description of Projec
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Contractor shall provide and furnis
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(a) written modifications, addenda,
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(viii) interference by a Separate C
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Date in accordance with the terms o
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(b) The Contractor’s Fee, as adju
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segregated so as to give adequate n
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agency that issued that permit or l
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procedures that differ from, or tha
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Section 6.03. Information From Supp
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(ii) require that the Subcontractor
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execute at Contractor’s request a
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determine the adjustments in the Co
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(ii) the Contractor’s “Cost of
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In the calculation of a “Cost of
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perform the Work in the State and l
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person to be replaced, immediately
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ARTICLE 13 PERMITS, LICENSES, LAWS
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FedEx reports that the testing cons
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1,000 gallons (or, if the job site
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performance of the Work and that an
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Contract Documents, Contractor shal
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(vi) to waive and release, to the e
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Section 18.03. Assignment of Warran
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of the date on which the insurer in
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acts or omissions any of the forego
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(d) Contractor shall indemnify, def
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acknowledgement or an arbitrator’
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exercises the termination right, Co
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proposed discovery schedules to the
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corporation in any merger or other
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Section 28.16. Notices. All notices
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A-1 Exhibit A-1 to that certain Con
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Gentlemen: B-1-2 NOTICE TO PROCEED
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C-1-2 (E) a Partial Waiver of Mecha
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C-2-1 Exhibit C-2 to that certain C
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C-2-3 APPLICATION FOR PAYMENT FedEx
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C-3-2 PARTIAL WAIVER OF LIEN: MATER
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Exhibit C-4 to that certain Constru
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Exhibit C-5 to that certain Constru
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C-6-2 CONTRACTOR’S TRANSACTION TA
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D-1-2 CHANGE ORDER Agreement No. Ch
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Agreement No. Change Order Date: Ch
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D-2-2 CONSTRUCTION CHANGE DIRECTIVE
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If the bold-faced portion of this C
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5. If an exposure exists, Contracto
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F-2 the costs associated with submi
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To the extent FedEx, the TSA or the
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G-1 I. DBE PARTICIPATION Exhibit G
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G-3 2. A Women-owned Business Enter
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G-5 MONTHLY DBE COMPLIANCE REPORT P
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H-2 2. Contractor agrees that no pe
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H-4 related medical condition, a kn
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H-6 Asbestos Fluorocarbons Freon Ch
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H-8 compliance, and at such times a
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H-10 ATTACHMENT A Non-Discriminatio
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to the worker, including costs and
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Except where the context otherwise
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APPENDIX B
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June 13, 2008 File No.: 94240 GEOTE
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8.1.4 Site Drainage................
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4. Analyzing the field and laborato
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Our field engineer removed the samp
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4.0 GEOLOGIC AND SEISMIC SETTING Th
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A generalized summary of site-speci
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5.2.1 Clayey Gravel Fill Based on t
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6.0 GEOLOGIC HAZARDS Geologic hazar
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to damage in earthquake from latera
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7.2 CORROSIVITY Based on the corros
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during construction. Abandoned util
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8.1.4 Site Drainage Proper site dra
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8.2.4 Construction Considerations W
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Fa and Fv are estimated from Tables
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Kleinfelder of such intended use. B
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Tokimatsu, K. and H.B. Seed (1987),
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PLATES
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ATTACHED IMAGES: Images: SITE-VIC.j
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MAJOR DIVISIONS LTR ID DESCRIPTION
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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APPENDIX C
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June 2, 2008 Cooper Testing Laborat
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Corrosivity Test Summary CTL # 336-
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BIDDING UNDER THE PROJECT LABOR AGR
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APPENDIX C3
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INDEX PREAMBLE 3 ARTICLE I PURPOSE
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PORT OF OAKLAND MARITIME AND AVIATI
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ARTICLE I PURPOSE The Port of Oakla
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Vision 2000 additional facilities:
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(g) Construction work ancillary to
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epresentatives of all interested or
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The Committee shall meet at the cal
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applicants will be reviewed and tes
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A Agreement for the period during w
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Section 4. On work where the person
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of or in addition to any other cont
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ARTICLE IX DISPUTES AND GRIEVANCES
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Section 4. Any grievance involving
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negotiated under the applicable Sch
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forth in this Agreement and which i
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they shall be properly supervised a
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contractor requests employees to re
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ARTICLE XVII WORKING CONDITIONS Sec
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(2) Any claim for non-payment of wa
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Its Affiliated International Unions
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International Union of Elevator Con
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International Union of Operating En
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[Date] [Addressee] [Address] [Addre
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February 28, 2000 Letter of Underst
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February 28, 2000 Mr. Larry Blevins
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Letter of Understanding re: Small L
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“Notice to Tenant” “It has co
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Letter of Understanding: Union Hiri
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Letter of Understanding: Contractor
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SECTION 00550 EXHIBIT A PORT OF OAK
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10. Q. Can our company link into Dr
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ENROLLMENT INSTRUCTIONS As Easy as.
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WHO SHOULD YOUR COMMUNICATOR BE? Th
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Drugtest.com 10750 Hammerly Blvd.,
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APPENDIX D
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Section 7. Lockout and Tagging ....
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Section 2. Definitions and Acronyms
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2.3. Acronyms ANSI American Nationa
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4.3. Emergency Reporting Procedures
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4.7. Fuel Spill 4.7.1. Discharged f
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4.12. Transportation 4.12.1. It is
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MSDS dated three years earlier than
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j. Waste resulting from the work mu
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7.1.5. This procedure, when used in
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c. Personnel from other crafts perf
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Section 8. Welding, Cutting, and Bu
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