TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 PART 2 - PRODUCTS 2.1 GENERAL A. Provide all employees with personal protective equipment and protective clothing consistent with the levels of protection for this Work as indicated in the Contractor's HASP. In addition, verify that any Subcontractor(s) comply with the requirements of the Contractor's HASP. 2.2 HIGH DENSITY POLYETHYLENE (HDPE) LINING A. The high density polyethylene shall be manufactured of new, first-quality product designed and manufactured specifically for the intended use and have the following properties: 2.3 FILL MATERIALS 1. The material shall be 40 mil HDPE liner below, and 15 mil HDPE cover. 2. The material shall be U. V. resistant (black in color) and cold crack resistant to minus 40 degrees F. 3. The material shall be manufactured in a minimum 15-ft seamless width. Labels on the rolls shall identify the thickness, length, width, and manufacturer's mark number. A. The backfill material shall be submitted to the Owner for approval prior to performing any backfill operations. Excavated soils exhibiting an OVA response of less than the maximum allowable limits are acceptable for use as backfill material. Notify the Owner as to the source of the backfill material. Provide samples as requested by the Owner. B. Import clean fill as required. PART 3 - EXECUTION 3.1 GENERAL A. Perform all contaminated soil excavation work in accordance with the HASP. Contaminated soil excavation work shall consist of but is not limited to utility trenches, removal of obstructions, trench support systems, pretrenching, mass excavations, and any incidental soil work. B. Excavate soil to the limits necessary to remove the contaminated soils are directed by the governing authority. C. All site health and safety controls shall be fully established and in operation prior to beginning any contaminated soil excavation. Site controls shall include but not be limited to work zones properly barricaded, decontamination facilities, and all support equipment and supplies including personal protective equipment. All site controls shall be reviewed by the Owner in the field. D. The Contractor shall be responsible for the removal, transportation, and disposal of free product if encountered in the excavation. Methods to remove free product shall be governed by the quantity of free product. Absorptive pads shall be used for smaller amounts of free product and, if substantial CONTAMINATED SOILS 02113 - 3
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 quantities are encountered and the Owner approve, a vacuum truck or similar equipment shall be utilized for free product removal. E. All materials from excavation, trenching, demolition, and dewatering in areas of potential contamination and construction debris from areas of potential contamination shall be considered as contaminated, unless proven otherwise by the Contractor pursuant to the testing described herein and in Section 02145 – Dewatering. Testing shall be provided to verify the quantity and type of contamination to include hydrocarbons, pollutants and hazardous substances. The most conservative results shall dictate the method and degree of treatment, in accordance with any and all State and/or County regulations. 3.2 TESTING A. Supply all materials, labor, equipment, and incidentals as required to provide all soil and groundwater sample collection and analysis and associated reporting to environmental agencies in accordance with applicable state regulation. All sampling collection and sample submission must be conducted in accordance with the Contractor’s Cal/EPA or DTSC-approved Comprehensive Quality Assurance Plan (CQAP). If the Contractor does not possess the referenced CQAP, the Contractor must subcontract sample collection tasks to an entity approved by the Owner. B. State of California Hazardous Waste and Department of Toxic Substances Control procedures shall be used in the soil and groundwater sample collection analysis and reporting. The Contractor’s Plan, which shall include detailed procedures outlining any environmental issue pertaining to the scope of work shall be submitted to the Owner no later than three (3) weeks before Contractor mobilization for trenching or excavation. As a minimum, the Contractor’s Plan shall include the following: 1. SOIL MONITORING DURING EXCAVATION a. The following sampling procedures shall apply during excavation for any suspect contaminated areas of the project. Soil in the suspect areas shall be monitored continuously for excess soil contamination from petroleum pollutants using a flame ionization detector or photoionization detector instrument for measuring volatile organic vapors in accordance with applicable regulations. b. Excessively contaminated soils shall be managed in accordance with the Cal/EPA Regulations and Guidelines. 2. PRE-AND POST-BURN SAMPLING a. Soils to be removed for off-site treatment/disposal shall be tested prior to being removed from the construction site in accordance with Cal/EPA and DTSC guidelines. Analytical results are to be submitted to the Owner and the proposed treatment facility prior to shipment. EPA methods 8010, 8020, 9073 and RCRA metals are applicable for any contaminated soil deemed “Virgin”; EPA methods 8010, 9020, 8080, 9056, 9073, and RCRA metals are applicable for any contaminated soil deemed “Non-Virgin”. 3.3 EXCAVATION OF CONTAMINATED MATERIAL CONTAMINATED SOILS 02113 - 4
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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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