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Resolution No. 2010-109D. CONTRACT THIS CONTRACT FOR, Contract No. CS-0020 (Federal Aid Project ID No. ESPL-5139 (011)) 26th Street Improvements is made, entered into, and executed in triplicate in the City of Vernon, California, as of the day of , 2010. BY AND BETWEEN AND CITY OF VERNON, a municipal corporation hereinafter referred to as "City" referred to as "Contractor". IN CONSIDERATION OF THE MUTUAL PROMISES; COVENANTS AND CONDITIONS HEREIN SET FORTH, THE PARTIES DO HEREBY AGREE AS FOLLOWS: Article 1. GENERAL Section 1. Scope of Work The Contractor will perform all the work described in the Contract Documents (the "Work") and furnish all labor, equipment, tools, and materials necessary to complete the Work. Section 2. Term of Contract The term of this Contract shall be from the date this Contract is made and entered, as first written above, and shall be completed upon final acceptance of the Work by the City and ,expiration of the guarantee period as set forth in Section 43. Section 3. Consideration The City shall pay the Contractor for the performance of the Work hereunder in accordance with the amounts set forth in the Bid Form Proposal completed by Contractor ("Bid Form Proposal"). Section 4. Payments (a) Monthly Progress Pa ents On or about the 25th day of each month, the Contractor shall submit to the City a monthly progress payment request. The request shall contain an estimate of the amount and value of all the work performed by the Contractor since the date of its last progress payment request. Upon receipt of the progress payment request, the City's Representative shall review it as soon as practicable after receipt for the purpose of determining that the request is a proper payment request. The City's Representative shall perform a quantity validation prior to approving the monthly progress payment. The City shall pay the Contractor the amount of the approved monthly progress payment, less 10% retention. The monthly progress payment may alsobe reduced by the following: (1) amounts due to the City for equipment, services or materials furnished by the City in connection with work done on the project; (2) amounts of any claims or liens, and (3) amounts required to be deducted by Federal, State or local governmental authorities. Payment shall be made within thirty (30) calendar days of City's approval of the Contractor's monthly progress payment application. If the City fails to make any progress payment within thirty (30) calendar days after receipt of an undisputed and properly submitted progress payment request from Contractor, City shall pay interest to Contractor equivalent to the legal rate set forth in Code of Civil Procedure Section 685.010(a). D-1 - Any progress payment request determined not to be a proper payment request suitable for payment shall be returned to Contractor as soon as practicable, but not later than seven (7) days, after receipt. A request returned pursuant to this section shall be accompanied by a document setting forth in writing the reasons why the progress payment request is not proper. The number of days available to the City to make a progress payment without incurring interest pursuant to this section shall be reduced by the number of days by which the City exceeds the seven-day return requirement set forth above. No monthly payment shall be construed as acceptance of the Work, or any portion thereof, nor shall such payment preclude the City from demanding and recovering from the Contractor such damages as may be sustained by reason of the Contractor's failure to fully perform under the Contract. (b) Final Progress Pa went Upon satisfactory completion of the Work described herein; the Contractor shall furnish the City with a complete and final accounting of all labor, materials, and other costs incurred in the performance of the Work. The Contractor shall be required to complete a close-out form certifying that the Work has been completed and releasing the City from all further obligations and liabilities. The City shall pay the Contractor according to the payment terms set forth in Section 4(a). (c) Payment of the Retention Payment of the retention shall be made thirty-five (35) calendar days after the recordation of a Notice of Completion by the City or if a Notice of Completion is not recorded sixty-five (65) calendar days after acceptance of the completed project. The acceptance will be made only by an action of the City Council of the City. Acceptance of payment of the retention by the Contractor shall constitute a waiver of all claims against the City arising under this Contract. Section 5. Contract Documents (a) The Contract Documents shall govern the Work. The Contract Documents shall include the following: (1) Notice Inviting, Sealed Proposals (Bids); (2) Information for Bidders; (3) Bid Form Proposal; (4) Contract; (5) Bid Bond, Performance Bond, Labor and Material Bond, Proof of Insurance, and Workers' Compensation Certificate; (6) the City of Vernon Special Provisions and Federal Highway Administration Requirements (collectively, "Special Provisions"); (7) detailed Plans and Specifications; (8) Standard Specifications and Drawings; and (9) any addenda to Information for Bidders ("Addenda"). The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. (b) Precedence of Contract Documents If there is a conflict between any of the Contract Documents, the document highest in precedence shall control. The precedence shall be as follows: 1) Permits issued by jurisdictional regulatory agencies. 2) Change Orders and/or Supplemental Contracts; whichever occurs last. 3) The Contract. 4) Addenda. 5) Information for Bidders. 6) Bid Form Proposal. 7) Special Provisions. 8) Detailed Plans and Specifications. 9) Standard Specifications and Drawings. - D-2 - 10) Bid Bond, Performance Bond, Labor and Material Bond, Proof of Insurance, and Workers' Compensation Certificate. Detailed drawings shall take precedence over general drawings. Section 6. Compliance with Provisions of Law The Contractor shall comply with all applicable provisions of law whether Federal, State, or local relating to its performance under the Contract. Section 7. Costs and Attorney's Fees In the event a dispute, claim or litigation arises regarding this Contract, the prevailing party shall be entitled to reimbursement for reasonable attorneys fees and actual costs, which may be set by arbitrators or the court in the same action or in a separate action brought for that purpose, in addition to any other relief which is obtained. Section 8. Notices Any notices, approvals, consents and other communications required or permitted hereunder shall be given by personal delivery or by certified mail (return receipt requested), postage prepaid, and shall be deemed received on (a) the day of delivery if delivered by hand during the receiving party's regular business hours; or (b) the second business day following deposit in the United States mail as certified mail (return receipt requested), postage prepaid, to the addresses set forth below: To: Contractor To: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Section 9. Conflict with Plans and Specifications Any conflict between the Plans and Specifications and this Contract shall be brought to the attention of the City's Representative for resolution. Section 10. Assignment The Contractor shall not assign the Contract in whole or in part or any rights, duties, or obligations arising under the Contract. Any attempt by Contractor to so assign this Contract or any rights, duties, or obligations arising hereunder shall be void and of no effect. Section 11. Paragraph Headings The paragraph headings herein are for the convenience of the parties and shall not affect the interpretation of the Contract. - D-3 - Section 12. Authority of the City's Representative The City's Representative shall be the City Administrator or his designee. The City's Representative shall decide all questions which may arise regarding the quality and/or acceptability of materials furnished, the manner and/or acceptance of the Contractor's performance, the rate of progress, and the interpretation of the Plans and Specifications. Article 2. WAGES, HOURS and WORKING CONDITIONS Section 13. General Prevailing Wages The Contractor agrees that it, or any subcontractor working under it, will not pay less than the prevailing rates of wages to all workers employed in the execution of this Contract. The Contractor will post one copy of the established prevailing rates of wages at the job site. For each calendar day or portion thereof, and for each workman paid less than the stipulated prevailing rates for such work or craft in which the workman is employed or any work done hereunder by him, or by subcontractor under him, the Contractor shall forfeit as apenalty to the City the sum of $25.00. The City shall take cognizance of all violations of this section committed in the course of the execution of the Contract and shall report them to the Division of Labor Standards Enforcement. Section 14. Hours of Work (a) The time of service of any worker employed on the Contract is limited to eight hours during a calendar day and forty hours during a calendar week. If an employee works in excess of the foregoing hours, the employee will be compensated at a rate of one and one-half times their basic rate of pay. (b) The Contractor shall keep and make available until three (3) years after recordation of a Notice of Completion by the City an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by it on the work hereunder. (c) The Contractor shall, as a penalty, forfeit to the City $50.00 for each worker employed on the work by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours a calendar day or forty hours in one calendar week. Section 15. Apprentices The Contractor is responsible for complying with the provisions of Labor Code Section 1777.5 dealing with the employment of apprentices on the job site. Section 16. Subcontractors (a) The Contractor shall comply with the provisions of the "Subletting and Subcontracting Fair Practices Act" contained in Public Contract Code Sections 4100, et sec.. (b) The Contractor shall submit to the City the following information: (1) The name and location of the place of business of each subcontractor who will perform work or labor or render services to the Contractor hereunder, or a subcontractor licensed by the State of California, who, under subcontract to the Contractor, specially fabricates and installs a portion of the Work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half of one percent of the Contractor's total bid. 16(b)(1). (2) The portion of the Work to be done by each subcontractor identified in Section - D-4 - (c) The Contractor shall list only one subcontractor for each portion of Work as defined by the Contractor in its bid. (d) The Contractor shall not use a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Section 1777.1 or 1777.7. Section 17. Discrimination The Contractor shall not refuse to employ or promote any person, shall not discriminate against any person with respect to compensation received or terms and conditions of employment, and shall not discipline or discharge any person in its employment because of the person's race, religion, creed, color, national origin, ancestry or sex. In addition, the Contractor shall not refuse to accept otherwise qualified employees as indentured apprentices solely on the grounds of race, religion, creed, color, national origin, ancestry or sex. Section 18. Safety The Contractor and all subcontractors shall comply with the provisions of the Safety and Health Regulations for Construction, promulgated by the U.S. Secretary of Labor under Section 107 of the "Contract Work Hours and Safety Standards Act", as set forth in Title 29 of the Code of Federal Regulations, and by the State of California, Division of Industrial Safety. Section 19. Competence of Workers All persons performing the Work shall have all necessary technical expertise, permits, professional licenses, certificates, training, and other qualifications required by this Contract or other applicable laws. Contractor shall provide City with said permits, licenses, and certificates at the request of City. Article 3. INSURANCE, INDEMNIFICATION and BONDS Section 20. Insurance (a) The Contractor shall provide the City with proof of insurance naming the City, its consultants and each of it selected officials, officers, agents, employees, and volunteers as additional -named insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule contained herein. The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full force and effect, the policy or policies of insurance set forth in the Insurance Schedule, including all special endorsements listed on the Insurance Schedule. Said coverage is not required for the active negligence of the City to the extent that indemnification for the City's active negligence would be invalid under Section 2782(b) of the California Civil Code. The proof of insurance shall also provide that said policy or policies are not to be canceled or materially reduced without giving the City at least 30 days written notice. (b) The Contractor shall require each of its subconsultants or subcontractors to maintain insurance coverage that meets all of the requirements of the Contract. (c) The policy or policies required by this Contract shall be issued by an insurer admitted in the State of California and with a rating of at least a B+; VII in the latest edition of Best's Insurance Guide. (d) The Contractor agrees that if it does not keep the aforesaid insurance in full force and effect, the City may either immediately terminate the Contract or, if insurance is available at a reasonable cost, the City may take out the necessary insurance and pay, at Contractor's expense, the premium thereon. (e) The insurance provided by Contractor shall be primary to any coverage available to the City, and any insurance or self-insurance maintained by the City or its elected officials, officers, agents, employees or volunteers shall be in excess of Contractor's insurance and shall not contribute to it. The policies of - P-5 - insurance required by the Contract shall include provisions for waiver of subrogation against the City. (f) Any deductibles or self -insured retentions must be declared to and approved by the City. At the option of the City, Contractor shall either reduce or eliminate the deductibles or self -insured retentions with respect to the City, or Contractor shall procure a bond guaranteeing payment of losses and expenses. Section 21. Indemnification (a) To the fullest extent permitted by law, Contractor shall indemnify, protect, defend, and hold harmless the City, its consultants and each of its elected officials, officers, agents, employees, and volunteers from and against any and all claims, demands, losses, damages, liabilities, fines, charges, penalties, orders, judgments, and all costs and expenses incurred in connection therewith, including reasonable attorneys' fees and costs of defense arising, directly or indirectly, in whole or in part, out of the services performed under this Contract, except to the extent arising from or caused by the sole active negligence or willful misconduct of the City, its elected officials, officers, agents, employees or volunteers. (b) The provisions of this section shall not terminate or expire, shall be given the broadest possible interpretation, and shall survive the expiration or earlier termination of this Contract. (c) The obligations in this section are in addition to Contractor's duty to provide insurance and shall not be limited by any limitation on the amount or type of insurance coverage carried by Contractor. Section 22. Workers' Compensation The Contractor shall secure payment of compensation to Contractor's employees pursuant to Labor Code Section 3700, and shall obtain employers' liability insurance as set forth in the Insurance Schedule. Prior to commencing work hereunder, the Contractor shall submit to the City the Workers' Compensation Certificate or an executed certificate of workers' compensation insurance as provided herein. Such insurance shall include a waiver of subrogation endorsement naming the City, and its consultants, and each of its elected officials, officers, agents, employees and volunteers. Section 23. Labor and Material Bond The Contractor shall execute and deliver to the City for its approval and acceptance a Labor and Material Bond in an amount equal to the total amount payable under the terms of this Contract. Said bond shall be payable by surety or sureties to the City in the event the Contractor fails to pay its subcontractors for labor and material used in this project. Said bond shall be in substantially the same form as that attached hereto. The surety will be one that the City finds acceptable. Section 24. Performance Bond The Contractor shall execute and deliver to the City for its approval and acceptance a Performance Bond in an amount equal to the total amount payable under the terms of this Contract. Said bond shall be payable by surety or sureties to the City in the event the Contractor fails to fully perform under this Contract. Said bond shall be in substantially the same form as that attached hereto. The surety will be one that the City finds acceptable. Article 4. PERFORMANCE Section 25. Time for Completion The work shall be completed in the number of working days specified in the Bid Form Proposal. Section 26. Force Maieure Neither Party shall be considered to be in default in any of its obligations under this Contract when a failure of performance. shall be due to an uncontrollable force. The term "uncontrollable force" shall mean - v-s - any cause beyond the control of the party affected, including, but not restricted to, flood, earthquake, storm, fire, lightening, epidemic, war, riot, civil disturbance or disobedience, sabotage, or embargoes of the United States Government or any other government, which by exercise of due diligence such party could not reasonably have been expected to avoid and by exercise of due diligence has been unable to overcome. Either party rendered unable to fulfill any of its obligations under this Contract by reason of an uncontrollable force, shall give written notice within five (5) Business Days of such fact to the other party and shall exercise due diligence to remove such inability with all reasonable dispatch. Section 27. Utility Relocation (a) The City will identify the main and/or trunk lines in the Plans and Specifications. The City is responsible for the timely removal, relocation or protection of existing main and/or trunk line utility facilities located on the construction site, unless such utilities facilities are identified by the City in the Plans and Specifications. The City shall pay the costs of removing or relocating utility facilities not identified in the Plans and Specifications with reasonable accuracy, repairing damage not due to the Contractor's failure to exercise reasonable care, and equipment on the project necessarily idled during such work. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay -is caused by the failure of the City or the utility owner to provide for the removal or relocation of such utility facilities. (b) Nothing herein shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the construction site can be inferred from the presence of other visible facilities, such as buildings or metering junction boxes on or adjacent to the construction site. (c) If the Contractor, while performing under the Contract, discovers utility facilities not identified by the City in the Plans or Specifications, the Contractor shall immediately notify the City's Representative and the utility owner in writing. Section 28. Public Convenience (a) The Contractor's operation shall not unnecessarily cause any public inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work or an approved detour shall be provided. Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to fire hydrants, water valves, residences, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, and hospitals, unless other arrangements are made satisfactory to owners thereof. (b) Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. (c) Grading operations, roadway excavation and embankment construction shall be,conducted by the Contractor in a manner that provides a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. (d) The Contractor shall comply with all applicable State, County and City requirements for the closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flagmen and watchmen advising the public of detours and construction hazards. The Contractor shall also be responsible for compliance with additional public safety requirements that may arise during construction. The Contractor shall furnish and install and, upon completion of the Work, promptly remove all signs and warning devices. (e) At least 48 hours in advance of closing or partial closing or of reopening any street, alley, or other public thoroughfare, the Contractor shall notify the police, fire, public transportation (MTA), traffic and engineering departments of the City and any other jurisdictional agencies involved and shall comply with - D--7 - their requirements. Section 29. Excavations (a) Excavation Safety During the excavation of trenches five (5) feet or more in depth, the Contractor shall submit to the City, for its approval, a detailed plan showing the design of shoring, bracing, sloping, and other provisions to be made for worker protection from the hazard of caving ground. Said plan shall be at least as effective as that required by the Construction Safety Orders of the California Division of Industrial Safety. If the Contractor's plan varies from the shoring system standards established by said Safety Orders, the plan shall be prepared by a registered civil or structural engineer. (b) Closure At the close of each working day, the Contractor shall cover completely all open excavations in the public right-of-way with steel plates in accordance with normal practice in the industry and the rules, regulations, laws and ordinances of the State of California, the County of Los Angeles, and the City of Vernon, and the Special Provisions -Temporary Cold Mix Asphalt Concrete. Section 30. Extra Work . (a) The City may require changes in, additions to, or deductions from the Work to be performed or to the materials to be furnished hereunder. No extra work shall be performed or change or addition made without a written order from the City. The written order shall state that the extra work, change or addition is authorized by the City, identify the work that is to be done and method to be used to accomplish the work, and set forth the basis upon which payment is to be made. Nothing in this article shall excuse the Contractor from proceeding with the prosecution of the Work so changed. The Contractor shall, when required by the City, furnish an itemized breakdown of the quantities and prices used in computing the amount of any change or addition that might be ordered. The adjustment, if any, in the amount to be paid to the Contractor by reason of any such change, addition or deduction shall be determined by one of the following methods: (1) A lump sum proposal from the Contractor. (2) By applying the unit prices contained in the Bid Form Proposal or fixed by agreement between the City and the Contractor. (3) By proceeding with the Work and furnishing daily reports of extra work by the close of the next working day. Failure to submit the daily report in a timely manner may waive the Contractor's right to compensation for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the City's Engineer or his designee. The daily report shall itemize the costs for labor, materials, and equipment rental. Reported labor costs shall include the names and classifications of the workers, the hours worked, and the rates of pay. Reported equipment costs shall include the type of equipment used, the identification number, the hours of operation, and hourly rate. All records and reports shall be made immediately available to the City's Representative. (b) Markup This section shall modify and replace "Section 3-3.2.3, Markup" of the Standard Specifications for Public Works Construction (2009 Edition) referenced and incorporated herein by Section 47. (1) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: a) Labor ...20% - D-B - b) Materials ......................15% c) Equipment Rental .....................15% d) Other Items and Expenditures ............15% To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding. (2) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (1) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. Section 31. Clean Up Upon completion of the Work, the Contractor shall remove all debris and surplus materials from the work site. Section 32. Materials (a) New Materials and Equipment Unless otherwise specified, shown, or permitted by the City all material and equipment incorporated in the Work shall be new and of current manufacture. The City may request that the Contractor furnish manufacturer's certificates indicating the quality of the material. No material shall be installed until approved by the City's Representative. (b) Inspection of Materials All material furnished hereunder shall be subject to inspection and testing by the City's authorized agents at the City's expense. In the event that such inspection and testing reveals material that does not comply with the Contract Documents, the Contractor shall bear the cost of necessary corrective measures as well as the cost of subsequent inspection and testing. (c) Defective Equipment or Materials The inspection under Section 31(b) shall not relieve the Contractor of any of its obligations under the Contract. Even though equipment or material required to be provided has been inspected, accepted, and included in a monthly progress payment request, the Contractor shall, at Contractor's expense, replace or repair any such equipment or material found to be defective or otherwise non -compliant with the Contract Documents up through the guarantee period in Section 43. (d) Storage of Materials All material for use in the Work shall be stored by Contractor in such a manner as to prevent damage from exposure to the elements, from admixture of foreign materials or from any other cause. The Contractor shall be solely responsible for damage or loss of materials caused by exposure, weather or other causes. Section 33. Permits and Licenses (a) The Contractor shall apply for and procure all certificates, permits and licenses required by federal, state, or local law, rule or regulation necessary for the work except: Encroachment Permits from City of Vernon - D-9 - (b) The Contractor shall provide all notices necessary and incidental to the lawful prosecution of the work and shall comply with the terms and conditions of all certificates, permits and licenses. (c) The Contractor shall pay all charges and fees in connection with all certificates, permits and licenses except those required by the following: Encroachment Permits from City of Vernon Section 34. Land and Rights of Way (a) The City shall provide, or arrange for the provision of, the land and rights of way upon which the Work is to be constructed. (b) The Contractor shall procure any additional rights of way desired by the Contractor to facilitate construction of the Work. The Contractor shall enter into written agreements with property owners for such purposes and shall provide the City with copies of such agreements. (c) Except as provided in Section 27, when the work described in the Contract Documents is to be performed in the vicinity of existing improvements, said improvements shall not be disturbed or damaged. However, the Contractor may'remove or relocate improvements in the land and rights of way provided by the City pursuant to Section 34(a). Section 35. Plans and Drawings (a) The approved plans may be supplemented by working drawings as are necessary to monitor the Work. All drawings shall be consistent with the Contract Documents. All such drawings delivered to the Contractor shall be deemed written instructions to the Contractor. (b) The City will furnish the Contractor with copies of all drawings and specifications reasonably necessary for the execution of the work, at no charge. The Contractor shall keep one set of drawings and specifications in good order at the job site and make them available to the City's Representative and to the Contractor's representatives. (c) The drawings and/or plans will show conditions as the City believes them to exist; but it is not intended or to be inferred that the conditions as shown thereon constitute a representation by the City that such conditions are existent. The City shall not be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the drawings and/or plans and the actual conditions revealed during the progress of the Work, or otherwise. Section 36. Shop Drawings Submitted by the Contractor (a) No portion of the Work requiring a shop drawing submittal shall be commenced until the submittal has been reviewed by the City and returned to the Contractor with a notation that the City has completed its review of the shop drawing. Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are prepared by the Contractor or any subcontractor, manufacturer, supplier or distributor, and which illustrate some portion of the material or Work. (b) The Contractor shall review, approve, and submit for review by the City's Representative shop drawings for material and equipment to be incorporated into the Work. Four (4) copies of shop drawings shall be submitted to the City with a letter of transmittal listing the submitted. Drawings shall show the name of the project, the name of the Contractor, and the names of suppliers, manufacturers, and subcontractors, if any. Shop drawings shall be submitted with promptness and in orderly sequence so as to cause no delay in progress of the Work. - D-10 - (c) Shop drawings shall be complete. If the shop drawings show any deviation from the requirements of the Plans and Specifications because of standard shop practices or other reasons, the deviations and the reasons therefore shall be set forth in the letter of transmittal. (d) By approving and submitting shop drawings, the Contractor represents that material, equipment and other work shown thereon conforms to the plans and specifications except for any deviation identified in the letter of transmittal. (e) Within ten (10) calendar days after receipt of the shop drawings, the City will return two prints of the drawings to the Contractor along with its comments. The Contractor shall resubmit corrected drawings, if the City has so requested. Resubmitted shop drawings shall be processed in the same manner as the original submittals. The Contractor's letter of transmittal accompanying its resubmitted shop drawings shall highlight the revisions requested by the City. (f) The City's Representative will review the shop drawings only for general conformance with the design concept of the project and general compliance with the Plans and Specifications. The City's review of the shop drawings shall not be construed as relieving the Contractor of its responsibilities under the Contract, including but not limited to: (1) providing material and equipment; (2) ensuring the proper fitting and construction of the pipeline; (3) submitting accurate and complete shop drawings; (4) selecting proper fabrication processes and techniques; and (5) performing the Work in a safe manner. Section 37. Supervision by the Contractor The Contractor shall have a designated representative or alternative representative present at the worksite whenever work is in progress. The Contractor's designated representative or alternate representative shall have authority to act for the Contractor. Before starting the Work, the Contractor shall inform the City, in writing, of the name of its designated representative. An alternate representative may also be designated. Any communication between the City and the Contractor's representative shall be deemed as a communication to the Contractor. If the Contractor fails to have a designated representative present at the worksite, the City's Representative may give necessary direction or instruction to the superintendent or foreman having charge of the specific work to which the direction or instruction applies. The superintendent or foreman shall comply with the direction or instruction promptly and shall relay the City's communication to the Contractor or its designated representative. Section 38. Inspection of Work (a) The City shall have access to the worksite at all times to review and/or inspect the progress of the Work, the workmanship and the material being used. (b) Whenever the Contractor changes its hours of operation, notice shall be approved by the City's Representative one week prior to institution of the change. Any work done in the absence of the City's Representative may be subject to rejection, at the City's discretion. (c) All excavations that are to be backfilled shall be inspected and approved by the City's Representative prior to backfilling. The Contractor shall give the City's Representative advanced notice of the backfilling. (d) Inspection of the Work by the City's Representative shall not relieve the Contractor of the obligation to fulfill the Contract. Defective work shall be corrected, notwithstanding the fact that the City's Representative may have previously accepted the defective work. Section 39. Correction of,Defective and/or Unauthorized Work (a) All work that has been rejected shall be corrected, or removed and replaced by the Contractor, at the City's direction. Any remedial work will be done in a manner acceptable to the City. The Contractor shall pay the remediation and/or removal and replacement costs. The Contractor must obtain - D -11 -- written authorization from the City to perform extra or unauthorized work prior to undertaking such work. The Contractor will not be compensated for any unauthorized work. In addition, the City may order the Contractor to remove, at the Contractor's expense, any extra or unauthorized work. (b) The Contractor must comply promptly with any order made by the City under the provisions of this article. If the Contractor fails to comply with the City's orders, the City may in its discretion cause defective work to be corrected by its own forces or by another contractor. The amount that the City paid to correct the defective work will be deducted from any monies due or to become due to the Contractor. Section 40. Errors or Discrepancies Noted by the Contractor (a) If the Contractor, either before commencing the Work or in the course of performing the Work, finds any discrepancy between the Contract Documents, especially the Plans, Specifications, drawings, and boring logs, or between any of them and the physical conditions at the worksite, or finds any error or omission in any of the Plans, Specifications, drawings, boring logs, or in any survey, the Contractor shall promptly notify the City in writing of such discrepancy, error, or omission. If the Contractor observes that any Plans, Specifications, or drawings are at variance with any applicable law, ordinance, regulation, order or decree, Contractor shall promptly notify the City in writing of such deviation or conflict. (b) The City, upon receipt of such notice, shall promptly investigate the circumstances and give appropriate instruction to the Contractor consistent with Section 30. Until such instruction is given by the City Engineer, any work done by the Contractor, either directly or indirectly after its discovery of such error, discrepancy, omission, deviation or conflict, will be at the Contractor's own risk. The Contractor shall bear all costs arising from any work that incorporates such error, discrepancy, omission, deviation or conflict. Section 41. Equipment The Contractor shall furnish equipment and facilities to perform the work to the industry standard in accordance with the Plans and Specifications. Such equipment and facilities must be in a good state of repair, be maintained in such state during the progress of the Work, and shall meet all requirements of applicable ordinances and laws. No worn or obsolete equipment shall be used, and in no case shall the manufacturer's rating of capacity for any equipment be exceeded. Article 5. MISCELLANEOUS Section 42. Damages for Delav (a) The Contractor acknowledges the City's desire that the Work be completed on or before the dates specified in the Bid Form Proposal. The Contractor also acknowledges that if its work is not completed on or before said dates, the City will incur substantial damages that cannot be ascertained at this time. Accordingly, the Contractor shall pay to the City any and all damages caused by the Contractor's delay in completing the Work under the Contract. (b) If the Work is not completed in accordance with the foregoing, it is mutually agreed that the City will suffer damage, that it will be impractical and unfeasible to determine the amount of actual damage. Therefore, the Contractor will pay the City, as fixed and liquidated damages and not as a penalty, the sum of $1,500.09, for each and every calendar day of delay, and that the Contractor and its Surety will be liable for the amount thereof. The Contractor, however, will not be charged liquidated damages because of any delays in the completion of the work due to Force Majeure or acts of the City, acts of another Contractor in the performance of a Contract with the City, and without the fault or negligence of the Contractor. (c) The Contractor shall within ten (10) days from the beginning of any such delay -(unless the City grants a further period of time prior to the date of final settlement of the Contract) notify the City in writing of the cause of delay. Upon notification of a delay, the City shall ascertain the facts and extent of the delay and extend the time for completing the work if in its sole and absolute discretion its findings justify such an extension. The City's findings shall be final and conclusive on the parties hereto. - D-12 - (d) The City shall have the right to extend the time for completion if it determines such extension to be in the City's best interest. If the City extends the time limit for completing the work by way of a change order at the request of the Contractor, and for other than Force Majeure, it is understood and agreed that such time extension will increase the City's expenses. These expenses include, but are not limited to, the costs associated with engineering, inspection, supervision, incidental and overhead expenses that are directly chargeable to the Contract and that accrue during the period of extension. Therefore, the Contractor acknowledges that the City shall be reimbursed for its expenses before the final payment 'of the ten percent (10%) retention is made. Section 43. Guarantee The Contractor guarantees the Work against defective workmanship, and the materials furnished, for a period of one year from the date the City accepts the work in accordance with Section 4(c). The Contractor shall repair and replace any and all such defective work, together with any other work which may be displaced in so doing, at no cost to the City. The Contractor is not responsible for the repair or replacement of material damaged through ordinary wear and tear, usual abuse, or neglect. The City may proceed to repair or replace defective work and/or material if the Contractor fails to do so within a week after Contractor's receipt of written notice from the City. The Contractor agrees to pay the costs and charges the City incurs in repairing and replacing defective work and/or materials upon demand. Section 44. Risk of Loss Prior to Final Acceptance Except as set forth hereinabove relating to Force Majeure, all risk of loss resulting from total or partial destruction of the Work, or any part thereof, or any damage thereto, prior to final acceptance of the work by City, shall be borne by the Contractor regardless of the cause. The Contractor, at, its sole cost, shall repair or replace such damaged or destroyed work to its prior undamaged condition before being entitled to additional progress payments, the final progress payment or payment of the retention. Such total or partial destruction or damage shall not excuse the Contractor from completion of the Work in accordance with the provisions of this Contract. Section 45. Termination (a) Termination (Contractor's Default) (1) The Contractor will be in default if it does any of the following: (a) declares bankruptcy, becomes insolvent, or assigns its assets for the benefit of its creditors; (b) disregards or violates a material provision of the Contract or the City's instructions; (c) fails to prosecute the Work according to the approved construction schedule; (d) fails to provide a qualified superintendent, representative, competent workers, or subcontractors; and/or (e) fails to provide materials or equipment that meets the requirements of the Plans, Specifications, and drawings. The City shall notify the Contractor in writing of such default. Upon receipt of written notice of default, the Contractor shall, at Contractor's expense, preserve at the project site, all construction materials and equipment, and shall undertake immediate steps to remedy such default. (2) Upon the occurrence of any of the events stated in Section 45(a)(1), the City may, at its option, terminate the right to proceed with the Work to which default has occurred or terminate the Contract if the Contractor fails to cure such default within ten (10) calendar days after receipt of written notice of default. A written notice of termination shall be provided to the Contractor, but not to the Contractor's sureties. Upon receipt of such written notice, the Contractor shall at, its expense and for the work affected by any such termination: (i) assist the City in making an inventory of all material and equipment located at the site, enroute to the site, in storage or manufacture away from the site, and/or on order from suppliers; assign subcontracts, material and equipment supplier contracts, and equipment rental agreements to the City, as designated by the City; and - D-13 - (iii) remove from the site all construction material and equipment listed in said inventory other than the material and equipment which are to be used by the City in completing the Contract. (3) The City shall have the right to complete the Work to which the termination applies. The Contractor agrees that the City shall have the right, for such purpose and for as long as necessary, to designate in writing, take possession of and use any or all of the material, plant, tools, equipment, supplies and property furnished by the Contractor. (4) The cost of completing such work, together with reasonable costs for administering any contract for completion, will be charged to the Contractor. The City will deduct these costs from the sum due or the sum that may become due to the Contractor. If these costs exceed the sum which would have been payable under the Contract, then the Contractor and/or its sureties shall be liable for and, upon written notice from the City, shall promptly pay the excess amount to the City. The City shall not be required to retain the bidder with the lowest estimate for completion of the work. The City may make any expenditures that, in its sole judgment, best accomplish the completion of the project. If such costs are less than the balance that would have been due, the Contractor shall have no claim to the difference. The City may, however, decide to reimburse the Contractor or the Contractor's sureties for costs incurred for materials, tools, equipment, property, and labor which were used in performing the Work and of which the City shall have received the benefit. In computing the costs, as it relates to equipment owned by the Contractor, the salvage value at completion of the Work shall be deducted from the depreciated value at the time the Contract was terminated. (b) Optional Termination of Contract by City (Contractor Not at Fault) City may terminate the Contract upon ten (10) days written notice to the Contractor, if it is found that reasons beyond the control of either the City or the Contractor make it impossible or against the City's interests to complete the Work. In such a case, the Contractor shall have no claims against the City except for (1) the cost of the work performed up to the date the Contract is terminated, and (2) for the cost of materials and equipment at the site, in transit, or on definite commitment, as of the date the Contract is terminated, provided that such materials and equipment would be needed in the Work and meet the requirements of the specifications. The cost of the work performed and the cost of materials and equipment, as mentioned above, shall be determined by the City in accordance with the procedure prescribed for making of a final progress payment as described in Section 3. Section 46. Records, Inspection, and Audit During the course of the Work performed under this Contract, Contractor and any of its subcontractors shall maintain and retain, not less than three(3) years after the term of the Contract expires, complete and accurate records of the Contractor's costs which are chargeable to the City under this Contract. City or its designated, authorized representatives shall have the right during this three (3) year period, upon written reasonable notice, to inspect and audit those records. Such records to be maintained and retained by Contractor shall include: (a) payroll record accounting for the total time distribution of the Contractor's employees working full or part time on the Work (to permit tracing to payroll payments in cash); (b) invoices for purchases, receiving and issuing documents, and all the other unit -inventory records for the Contractor's stores, stock or capital items; (c) paid invoices and canceled checks for material purchased and for the subcontractor's and other third parties' charges; and (d) any other documentation the City deems necessary to support costs and charges under this Contract. Section 47. Standard Specifications The "Standard Specifications for Public Works Construction", 2009 Edition and 2010 Supplement, published by Building News,.Inc. is hereby incorporated by this reference and made a part hereof as though D-14 fully set forth at length. In the event, however, that said Standard Specifications are inconsistent with the terms of this Contract and the Special Provisions, then this Contract and the Special Provisions shall be deemed controlling. Section 48. Independent Contractor The Contractor is and shall at all times remain, as to the City, a wholly independent Contractor. Neither the City nor any of its elected officials, officers, employees, agents or volunteers shall have control over the conduct of Contractor or any of Contractor's agents or employees, except as herein set forth. Contractor shall not, at any time, or in any manner, represent that it or any of its agents or employees are in any manner agents or employees of the City. Section 49. Waiver The waiver by either party of a breach or default by the other party shall not be deemed a waiver of any different or later breach whether of the same or other covenant or condition; nor shall any delay or omission by either party to exercise any right it may have under this Contract operate as a waiver of any breach or default of such a right. The failure of either party to this Contract to exercise any of its rights under this Contract does not constitute a breach of it and shall not be deemed to be a waiver of such rights or a waiver of any subsequent breach. No waiver, benefit, privilege, or service voluntarily given or performed by a party shall give the other party any contractual rights by custom, estoppel, or otherwise. Section 50. Governing Law The rights, obligations, duties and liabilities of the parties to this Contract and the interpretation of this Contract shall be governed by the domestic law of the State of California, without regard to its laws regarding choice of applicable law. Any litigation concerning this Contract shall take place in the superior court with geographic jurisdiction over the City of Vernon. Section 51. City Not Obligated to Third Parties The City shall not be obligated or liable under this Contract to any party other than Contractor. The City shall timely notify Contractor of the receipt of any third -party claim relating to this Contract. The City shall be entitled to recover its reasonable costs incurred in providing the notification required by this section. Section 52. Dispute Resolution l (a) All disputes arising out of or related to this Contract, either party's conduct in connection with this Contract, and the relationship and rights of the parties in connection with this Contract, whether characterized as a breach of contract, tort, or otherwise, shall be determined by binding arbitration in accordance with the terms of this section. The submittal of matters to arbitration in accordance with the terms of this section is the sole and exclusive method, means, and procedure to resolve any and all claims, disputes or disagreements arising under this Contract, except for claims by either party which seek injunctive relief, which claims shall be shall be resolved by suit filed in the Superior Court of the County of Los Angeles, California, the decision of which court shall be subject to appeal pursuant to applicable law. The parties hereby irrevocably waive any and all rights to the contrary and shall at all times conduct themselves in accordance with the terms of this Section, relying on arbitration as the sole means of resolution of disputes. (b) Arbitration of all matters required to be arbitrated hereunder shall take place before a panel of three (3) retired judges of the Superior Court of the State of California (the "Arbitrators") under the auspices of the Judicial Arbitration & Mediation Services ("JAMS"). Such arbitration shall be initiated by the parties, or either of them, within ten (10) calendar days after either party sends notice of a demand to arbitrate ("Arbitration Notice") to the other party and to JAMS. The Arbitration Notice shall contain a description of the subject matter of the arbitration, the dispute with respect thereto, the amount involved, if any, and the remedy or determination sought. Each party shall select a retired judge from the JAMS panel, D-15 - and the two selected judges shall mutually agree on the third retired judge from the JAMS panel. If one of the parties does not select a retired judge from the JAMS panel within fourteen (14) calendar days after receipt of the Arbitration Notice, JAMS will select the second judge, and the judge selected by JAMS and the judge selected by the other party will select the third judge for the panel. The third judge shall be selected within ten (10) calendar days following the selection of the first two judges. The three judges will together serve as the Arbitrators. The arbitration shall be conducted in Los Angeles, California. Any party maybe represented by counsel and/or other authorized representatives. Except as specifically provided in this Section 30, the arbitration shall be conducted in accordance with JAMS Engineering and Construction Arbitration Rules and Procedures. (c) In rendering a decision(s), the Arbitrators shall determine the rights and obligations of the parties according to the substantive and procedural laws of the State of California and the terms of this Contract. The Arbitrators' decision shall be based on the evidence introduced at the hearing and accompanied by a written statement of decision as to each of the principal controverted issues. The agreement of two (2) of the three (3) Arbitrators as to the resolution of the dispute shall be a conclusive resolution. The Arbitrators shall deliver the written decision to the parties within thirty (30) calendar days following the date of the hearing. The decision shall be conclusive and binding, and it may thereafter be confirmed as a judgment by the Superior Court of the State of California, subject only to challenge on the grounds set forth in Code of Civil Procedure Section 1286.2. (d) The validity and enforceability of the Arbitrators' decision shall be determined exclusively by the California courts. Section 53. Assignment of Unfair Business Practices The Contractor and its subcontractors offer and agree to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from the purchases of goods, services, or materials pursuant to this Contract or subcontracts. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. Section 54. Entire Agreement This Contract represents the entire integrated agreement between the City and Contractor, and supersedes all prior negotiations, -representations or agreements, either written or oral. This Contract may be amended only by a written instrument signed by both the City and Contractor. Section 55. Headings and Captions The headings and captions used in this Contract are for convenience only' and shall in no way define, limit, or describe the scope or intent of this Contract or any part of it. Section 56. Authority to Execute this Contract The person or persons executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder. Section 57. Severability Invalidation of any provision contained herein or the application thereof to any person or entity by judgment or court order shall in no way affect any of the other covenants, conditions, restrictions, or provisions hereof, or the application thereof to any other person or entity, and the same shall remain in full force and effect. - D -16 - Section 58. Counterpart and Duplicate Originals This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. Section 59. Survival of Terms All of the terms and conditions of this Contract related to payment, indemnification, dispute resolution and waiver shall survive termination of this Contract. IN WITNESS WHEREOF the parties hereto have executed this Contract or caused it to be executed as of the day, month and year first above written. CITY OF VERNON By Hilario Gonzales, Mayor ATTEST: By Willard Yamaguchi, City Clerk CONTRACTOR Name Signature Title Name Signature Title Contractor License Number: Federal Employer Identification Number: APPROVED AS TO FORM: By Laurence S. Wiener, City Attorney NOTE: The complete and proper legal name of the Contractor shall be set forth above. If the Contractor is a corporation, two signatures are required, as follows (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. ' If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. 7 D-1S E. BOND, FORMS AND INSURANCE REQUIREMENTS Contractor shall provide the City with a Workers' Compensation Certificate in a form substantially similar to that shown herein. Both the Performance Bond and the Labor and Material Bond shall be provided on the forms enclosed herewith. A Sample Letter of Credit is also enclosed as a guide for a bidder's security. Insurance coverage shall be provided in the types and amounts shown on the Insurance Schedule. A copy of the policy or a notarized letter from the insurance underwriter or carrier verifyingthe coverage must be provided to the City. in order to demonstrate proof of insurance. WORKERS' COMPENSATION CERTIFICATE The undersigned acknowledges that Section 3700 of the California Labor Code requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Labor Code. The undersigned agrees to comply with such provisions before commencing the performance of this Contract. CONTRACTOR Name Signature Title Name Signature Title NOTE: The complete and proper legal name of the Contractor shall be set forth above. If the Contractor is a corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any, assistant treasurer. If the Contractor is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the Contractor is a partnership, signatures are required of the partner or partners authorized to sign contracts, on behalf of the partnership. Workers' Compensation Certificate - 1 - E-2 - PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of Vernon, a municipal corporation, by action on the day of 2010, has awarded hereinafter designated as the "Principal", Contract No. CS-0020, (Federal Aid Proiect ID No. ESPL-5139 (011)) for 261" Street Improvements in Los Angeles County, California; and WHEREAS, said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract; NOW, THEREFORE, we, the Principal and , as Surety, are held firmly bound unto the CITY OF VERNON hereinafter called the "Obligee;" in the penal sum of DOLLARS ($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally and firmly by these presents. THE. CONDITION OF THIS OBLIGATION IS SUCH that if the abovebounden Principal, his heirs, executors, administrators, successors or assigns shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in said Contract, and any alteration thereof made as therein provided, on his part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the Obligee, its officers and agents, as therein stipulated, this obligation shall become null and void; otherwise it shall .be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract, or to the work to be performed thereunder, or the specifications accompanying the same, shall. in any way affect its obligation on this bond, and it does thereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the work or to the specifications, and said Surety agrees that in case suit is brought on this bond, Surety will pay City's reasonable attorney's fees to be fixed by the court. Performance Bond - 1 - E--3 - IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by the Principal and Surety above named, on the - day of" 2010. Name (Principal) (Attach Acknowledgment) By Name (Surety) By By (Attorney -in -fact) APPROVED AS TO FORM: Laurence S. Wiener, City Attorney Performance Bond - 2 - E-4 - day of LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of Vernon, a municipal corporation, by action on the _ 2010, has awarded to hereinafter designated as the "Principal," Contract No. CS-0020, (Federal Aid Proiect ID No. ESPL-5139 0( 11)) for 261h Street Im.nrovements in Los Angeles County, California; and WHEREAS said Principal is required to furnish a bond in connection with said Contract providing that if said Principal or any of his subcontractors shall fail to pay for any materials, provisions, provender, or other supplies, or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW; THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the City of Vernon in the penal sum of DOLLARS ($ - ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally,. firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for work or labor thereon of any kind, or fail to pay any of the persons named in California Civil Code Section 3181,_or amounts due under the Unemployment Insurance Code with respect.to work or labor performed, by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code with respect to such work and labor,and all other applicable laws of the State of California and rules and regulations of its agencies, then said Surety will pay the same in or to an amount not exceeding the amount hereinabove set forth, and also will pay, in case suit is brought upon this bond, such reasonable attorneys' fees as shall be fixed by the court, pursuant to Section 318.1 of the California Civil Code. Labor and Material Bond - 1 - E-5 - This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond, and the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract, or the work to be performed thereunder, or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract, or to the work or to the specifications. IN WITNESS WHEREOF, three (3) identical counterparts of this instrument each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named on the day of 2010. Name (Attach Acknowledgment) By Name By By APPROVED, AS TO FORM: Laurence S. Wiener, City Attorney (Principal) (Surety) (Attorney -in -fact) Labor and Material Bond - 2 E-6 - INSURANCE SCHEDULE (CONTRACTOR) Contractor shall provide and shall maintain on file with the City proof of insurance, including but not limited to, a standard certificate of insurance, in at least the following amounts and coverage (combined single limit permitted): L Coverage and Limits Bodily Injury Property Damage Hazards Each Person Each Accident Each Accident Automobile Liability Owned Automobiles $ 500,000 $1,000,000 $ 500,000 Hired Automobiles $ 500,000 $1,000,000 $ 500,000 Non -Owned Automobiles $ 500,000 $1,000,000 $ 500,000 Workers' Compensation $ Statutory Employers' Liability $1,000,000 per employer II. Liability General Liability $1,000,000 $2,000,000 $1,000,000 Premises Operations $1,000,000 $2,000,000 $1,000,000 Elevators (If Applicable) $1,000,000 $2,000,000 $1,000,000 Independent Contractors $1,000,000 $2,000,000 $1,000,000 Products - Completed Operations $1,000,000 $2,000,000 $1,000,000 Contractual Liability $1,000,000 $2,000,000 $1,000,000 Umbrella Liability $2,000,000 $2,000,000 $2,000,000 a. The general liability policy shall contain the following special endorsements which shall be noted on or attached to the standard certificate of insurance: 1. An original endorsement naming the City of Vernon, its elected officials, officers, agents, employees and volunteers as additional insureds under the policy. 2. An endorsement providing the City of Vernon thirty (30) days notice of cancellation or material reduction of coverage. 3. An endorsement providing coverage for all operations under this Contract and specifying the activities covered.. 4. Such other endorsement as may be required by City. 5. A copy of your general and umbrella insurance policy declarations page. 6. A copy of schedule of forms of endorsement. b. In addition to the above, the Contractor shall provide such further proof of insurance documentation as the City deems necessary. DOCUMENTATION REQUIRED • Certificate of Insurance from contractor's insurance agent; • Copy of insurance policy Declaration Page for General and Umbrella Liability; • Actual copies of any Endorsement; • Additional Insured Endorsement naming City as Additional Insured, Form CG 2010-1185 required; • Contractor's insurance package to include Endorsement appropriate to the project being undertaken on the City's behalf; • Copy of Schedule of Forms and Endorsements - E-7 - Dated: PROOF OF INSURANCE APPROVAL AS TO FORM Proof of the following insurance coverage has been received and approved as to form: (1) Contractual Liability. (2) Automobile Liability. (3) Worker's Compensation. (4) .Employer's Liability. (5) General Liability. (6) Umbrella Liability. Laurence S. Wiener, City Attorney E-8 - (BANK OR SAVINGS AND LOAN ASSOCIATION LETTERHEAD) Date: S A M City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Gentlemen: 0 L E IRREVOCABLE LETTER OF CREDIT Contract No. Please consider this letter as an Irrevocable Letter of Credit pledging that in the amount of $ is/are deposited and guaranteed to insure the Contractor's faithful performance under Contract No. in lieu of withholding any funds due the Contractor.under progress payments. In compliance with Part 5 (commencing with Section 22300) of Division 2 of the California Public Contract Code, we agree that the funds or other securities -designated by this instrument shall become trust funds for the purposes set forth in this instrument. This instrument shall terminate upon formal acceptance by the City Council of the City of Vernon of the work performed by the Contractor under said Contract. Any. claims under this Irrevocable Letter of Credit shall be presented in the following manner: The City's written statement, signed by the Director of Community Services, certifying that there. has been loss, damage or liability resulting from the Contractor's duties and obligations under Contract, or from negligence, act or omission of the Contractor, its agents, servants and employees (such statement to be substantiated by an attached detailed report) in the amount of the accompanying sight draft on us and that the amount of this draft is therefore now due and payable. The above statement will be all that is required to certify the amount set forth under this Irrevocable Letter of Credit, dated this date, is due and payable to the City of Vernon pursuant to the above -stated Contract No. (Name of Bank or. Savings and Loan Association) By By President Secretary ALL SIGNATURES MUST BE NOTARIZED Attach proper jurats Securities as listed in Section 16430 of the Government Code, or bank or savings and loan certificates of deposit. - E-9 - SPECIAL PROVISIONS F. CITY OF VERNON SPECIAL PROVISIONS I. GENERAL II. CONCRETE IMPROVEMENT III. COLD RECYCLING OF RECLAIMED ASPHALT PAVEMENT IV. NEW ASPHALT CONCRETE PAVING V. TRAFFIC SIGNAL AND STRIPING IMPROVEMENTS I. GENERAL STANDARD SPECIFICATIONS For the purpose of this contract, the "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 Edition and 2010 Supplement), the Standard Plans for Public Works Construction (Latest Edition), and State of California, Department of Transportation Standard Plans and Standard Specifications (Latest Edition) shall apply. EXAMINATON OF THE SITE The bidders are required to examine the site and judge for themselves the location, physical conditions, substructures, and surroundings of the proposed work. MOBILIZATION The cost of all preparatory work and operations for the multiple movements of personnel, equipment, supplies, and incidentals to the various project sites must be included in the various bid items, and no extra compensation will be paid to the Contractor. TRAFFIC CONTROL The Contractor shall submit traffic channelization and detour plans to the City Engineer for approval at least ten working days prior to commencement of work. East bound or west bound of the 26th Street will be closed for the construction one direction at a time. North bound or south bound of the Soto Street will also be closed for the construction one direction at a time. Due to the necessity of private property access, the contractor may be required to maintain a fifteen (15) foot, in width, one direction travel lane. Detour of traffic shall be maintained within the construction zone for the duration of construction. The Contractor shall provide access to local businesses at all times unless otherwise approved by the City Engineer. This may include providing steel plates at some driveway approaches. The Contractor shall furnish and maintain Type II and Type III barricades with flashers at the removal or cold recycling areas. Message boards shall be used for lane closure/detour areas and placed one week in advance of the. closure/detour. Flashing arrow boards shall be used on 261h Street and Soto Street. The traffic - F-1 - SPECIAL PROVISIONS control shall be in accordance with the Work Area Traffic Control Handbook (W.A.T.C.H) 2009 Edition or the California Manual of Temporary Traffic Controls 2007 Edition. Traffic Control Work shall include all labor, materials, tools, equipment, transportation and incidentals necessary to maintain and control all vehicular and pedestrian traffic through the construction site. The cost of furnishing and maintaining traffic control during the construction including flagmen as necessary must be included in the various bid items, and no extra compensation will be paid to the Contractor. PROHIBITED PARKING IN WORK AREA Contractor shall provide the City with 72 hours notice for parking restrictions that will be posted in the work area during construction. All traffic and parking signs are to be provided and posted by the Contractor. All signs, lights and other warning devices used shall be in accordance with State of California Business and Transportation City Department of Public Works Manual of Warning Signs, Lights and Devices for Use in Performance of Work upon Highways. The cost of furnishing and maintaining signs, lights and warning devices during the construction project must be included in the various bid items, and no extra compensation will be paid to the Contractor. CONSTRUCTION SCHEDULE At the pre -construction meeting, Contractor shall submit to the City, in writing, a construction schedule of the proposed work. The construction schedule shall show the sequence of work, critical path and estimated time for completion of each segment of work. The Contractor shall give 48 hours notice to the City Engineer prior to the start of the work. In addition, the Contractor shall submit a detailed schedule forecasting two weeks of work describing each day's work. This schedule shall be updated and submitted to the City every other Monday during the construction period. The temperature must be 60°F for existing asphalt concrete cold recycling operations. The cold recycling operations shall be ceased if actual ambient temperatures drop below 60°F anytime after the initial 3-hour window following start-up. Traffic signal installation, loop installations, railroad track rehabilitation, base paving and all work associated with corner improvements must be completed prior to the final two-inch thick asphalt concrete overlay. - F-2 - SPECIAL PROVISIONS CONSTRUCTION HOURS Removal of the two existing concrete driveways and an intersection lane approach as shown on the plans for high early strength concrete replacement at the following locations shall be on Friday between the hours of 7:00 p.m. to Monday 4:00 a.m. Immediately after the work is completed, proper traffic control must be put in place to not permit traffic on the newly poured concrete pavement until 4:00 a.m. the following Monday. (1) 2 driveways on eastside of Soto Street at south of 26th Street. (one driveway per weekend) (2) A west bound lane approach on 26th Street at Soto Street intersection. Hours of work for the intersection, southeast corner widening and approaches at 26t" street and Soto Street, 4" deep asphalfconcrete pavement Cold Recycling operation, 2" thick latex asphalt concrete overlay paving operation, high early strength concrete placement, and rehabilitation of the existing railroad tracks pavement shall be on Saturday and Sunday 7:00 a.m. to 4:30 p.m. All other work shall only occur on Monday through Friday between the hours of 7:00 a.m. to 4:30 p.m. If the Contractor elects to work at other times, it must obtain City Engineer's approval and pay for the inspection fee of $75.00 per hour per City Representative for a minimum of 4 hours. The cost for weekend work within the intersection and approaches, reclaimed asphalt concrete cold recycling, 2" thick overlay asphalt concrete paving, high early strength concrete and traffic signal relocation work shall be included in the various bid items and no extra compensation will be paid to the Contractor. CONSTRUCTION SIGNS Five construction signs shall be built according to Standard Plan No. MV2217 and shall be placed at each end of the construction limits on 26th Street east of Santa Fe Avenue and east of Soto Street. One shall be placed on Harriett Street at north City boundary, and on Soto Street north and south of 26th Street. The signs shall be placed two weeks prior to the commencement of construction. The wording of each sign shall be approved by the City prior to printing. CONSTRUCTION ACTIVITIES COORDINATION The Contractor shall notify the City of Vernon Community Services & Water Department, Police Department, Fire Department, Utility Companies, Railroad Companies, Business/Property Owners and Metropolitan Transportation Authority of the proposed work and coordinate all work under this contract with all Utility Companies, Railroad Companies and Public Agencies. - F-3 - SPECIAL PROVISIONS The City will secure any needed Temporary Construction Access with Business/Private Property Owners for all the construction work at no cost to the Contractor. MATERIAL SUBMITTALS The Contractor shall provide all required submittals including, but not limited to materials and mix designs to the City upon award of the contract for review and approval before the construction. The "Notice to Proceed" will not be issued to the Contractor until all the submittals have been reviewed and approved by the City. MATERIAL AND EQUIPMENT STORAGE AREAS The Contractor shall submit all proposed material and equipment storage and stock piling areas to the City for review and approval before the construction. Any stockpiles shall not block any through traffic lane. Excavated excess material shall be removed from the streets at the end of each working day with no cost to the City. QUALITY ASSURANCE PROGRAM (QAP) The City of Vernon has adopted the "Quality Assurance Program" (QAP) (see attachment `H') according to the California Department of Transportation (Caltrans), "Quality Assurance Program (QAP) Manual for Use by Local Agencies-2009" for this project. The entire sampling, testing and inspection program shall be for the purposes of quality assurance and acceptance and shall include but not limited to Certificates of Compliance, Batch Plant Inspection, Material Sampling, Laboratory Testing, and Field Testing according to the adopted "Quality Assurance Program" (QAP) for all the materials involved in this project. Any certificate, sampling, laboratory testing, field testing and inspection results that do not meet the City of Vernon,"Quality Assurance Program" (QAP) requirements will result in rejection of the materials and/or the workmanship. All sampling, testing and inspection will be contracted and paid for by the City. The Contractor shall pay for any sampling, testing and inspection that fail. PUBLIC CONVENIENCE The Contractor shall conduct operations to minimize the obstruction of access and inconvenience to the public and businesses. DUST CONTROL The Contractor shall abate dust nuisance by cleaning, sweeping by vacuum sweeper and - F-4 - SPECIAL PROVISIONS sprinkling water by a water truck when requested by the City including after hours and weekends. The cost of furnishing and operating dust control during the construction project must be included in the various bid items, and no extra compensation will be paid to the Contractor. TEMPORARY WATER METER .Contractor shall obtain a temporary water meter from the City of Vernon Water Department by placing a deposit of $600.00. Contractor shall pay for all water used. Contractor shall not relocate the service. The Contractor shall call the City of Vernon Water Department to relocate the service and will be charged $50.00 for each relocation. PROTECTION OF EXISTING UTILITY MAINS AND SERVICE LATERALS Existing utility mains and service laterals for utilities have been shown on the plans to the best of our knowledge. It shall be the contractor's responsibility to protect all existing utility mains and service laterals including those, which may not be shown on the plans. PRIVATE OR PUBLIC PROPERTY DAMAGE Any damage to private or public property caused by the Contractor shall be repaired or replaced at no cost to the City. Repairs and replacements shall be at least equal to existing improvements and shall match in materials, finish and dimensions. COST ASSOCIATED WITH RAILROAD COMPANIES The Contractor shall coordinate with the Railroad Companies for the asphalt concrete removal and asphalt paving in and around the Railroads right-of-way. Asphalt concrete removal and repaving will be paid under the corresponding bid items. Adjusting (raising or lowering) of existing rails grade are not involved in this project. After asphalt concrete removal between and around the Railroad Tracks has been completed, the asphalt concrete pavement between the rails shall be repaved immediately to finished grade of the tracks to the City Engineer's satisfaction. Areas outside of the rails shall be ramped with cold mix asphalt for a better vehicle crossing. The temporary cold mix ramps shall be removed before the final paving operation. The Contractor shall provide "Slow Bump Ahead" signs at all railroad crossings and join lines within the project boundaries. The cost of furnishing labor and material for temporary asphalt cold mix and signs shall be included in the various bid items, and no extra compensation will be paid to the Contractor. All other extra costs that may incur by the Contractor while working in and around the Railroad right-of-way shall be included in the various bid items and no extra compensation will - F-5 - SPECIAL PROVISIONS be paid to the Contractor. The costs may include, but not limited to flagmen, agreements, traffic control, inspections, co-ordination, overhead, remobilization, and downtime. The Railroad Company, contact name and telephone number areas follows: Burlington Northern Santa Fe Railroad (BNSF) 3770 East Washington Boulevard Los Angeles, CA 90023 Mr. Dick Ebel, General Manager for L.A. Division, (323) 267-4000 BNSF Tracks on 26th Street east of Santa Fe Avenue: 1 track shall be uniform cold planed 4" deep between 5' wide rails on asphalt concrete and repaved with new asphalt concrete at station 46+00 within the same day. 2 concrete�panel tracks to be protected are located at stations 7+60 and 63+75. Union Pacific Railroad (UPRR) 19100 Slover Avenue, Bloomington, CA 92316 Mr. Dan Miller, Manager, (909) 685-2288 UPRR Track on 26th Street east of Santa Fe Avenue: 1 track shall be uniform cold planed 4" deep between 5' wide rails on asphalt concrete and repaved with new asphalt concrete at station 1+90 within the same day. 1 concrete panel track to be protected is located at station 79+00. CLEANING OF THE CONSTRUCTION SITE DURING CONSTRUCTION During construction, all pavement, sidewalk, curb and gutteradjacent to construction areas shall be swept free from asphalt, soils, gravel, dirt or debris on a daily basis. The Contractor is responsible for maintaining all sidewalk, curb and gutter areas within the construction zone free from loose materials at all times. The Contractor shall also make all necessary efforts to minimize the tracking of fresh tack coat oil and loose asphalt aggregates on to existing improvements such as sidewalks, driveways, curb and gutters, and private property. The Contractor will be responsible for such cleaning. FINAL CLEANING OF CONSTRUCTION SITE AND RESTORATION All existing manholes, valves, monuments and other utility covers shall be cleaned (inside and outside) free from asphalt and tars after the construction. The Contractor shall be responsible for restoration of all damaged existing improvements such as pavement, sidewalk, driveway, curb and gutter, monuments, manhole covers, valves, utility poles and private property at no cost to the City. - F-6 - SPECIAL PROVISIONS CONSTRUCTION SURVEYING The City will provide construction surveying and staking services upon notification by the Contractor, a minimum of two working days in advance of the time that the Contractor anticipates doing the work. SURVEY MONUMENT REPLACEMENT If the survey monuments are accidentally displaced or damaged during construction, the Contractor will replace them at their expense. The Contractor shall notify the City within 24 hours of displacing a survey monument. A Licensed Land Surveyor hired by Contractor shall replace all survey monuments, which are displaced during construction, per City of Vernon Standards. A new corner record shall also be prepared by a Licensed Land Surveyor and approved by the City Engineer and filed with the County Surveyor's office within 90 days of the date of recovery. If the survey monuments are scheduled to be displaced or damaged during construction, the Contractor will also replace them at their expense. The Contractor shall record a corner record with ties prior to destruction of any survey monuments. BENCHMARK REPLACEMENT If benchmarks are displaced or damaged during construction, the Contractor shall replace them per City of Vernon Standards at no cost to the City. Contractor shall notify the City within 24 hours of displacing a benchmark. UNCLASSIFIED EXCAVATION This section shall conform to Subsection 300-2 of the Standard Specifications and these Special Provisions. Unclassified excavation shall consist of saw cutting, excavation and disposal of asphalt pavement, concrete pavement, concrete curb and gutter, sidewalks, cross gutter, wheelchair ramps, driveways, asphalt or concrete medians and adjacent two feet wide strip asphalt along concrete improvements, aggregate base, soil, dirt etc. as shown on the plans and shall be paid according to the,contract bid item unit price. Cost for re -grading and unclassified fill if any, shall be included in the unit price paid for the unclassified excavation for the said areas and no additional payment will be allowed therefore. Any excessive asphalt concrete haul away from Cold Recycling shall be paid as unclassified excavation bid unit price per cubic yard. - F-7-- SPECIAL PROVISIONS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) Prior to Contractor commencing work, a City approved Storm Water Pollution Prevention Plan (SWPPP) shall be implemented, and maintained on file at the construction site to comply with the Vernon City Stormwater Code. The Contractor shall develop and administer a SWPPP prepared by a California Registered Civil City Engineer and considered as part of these Special Provisions. The Contractor shall submit a SWPPP for review and approval by the City before the construction commences. The Contractor is notified that the SWPPP may require revisions from time to time during construction to reflect needed improvements to best management practices (BMPs) and/or actual construction practices. The SWPPP document shall include, at a minimum, all items in Section A of the State General Construction Activity Storm Water Permit. The SWPPP document shall not be construed to be a waiver of the Contractor's obligation to review and understand the State General Construction Activity Storm Water Permit before submitting a bid. By submitting a bid, the Contractor acknowledges satisfaction as to the requirements of the State General Construction Activity Storm Water Permit. No storm water quality complications are anticipated from this construction project; however, if a problem develops, the Contractor shall complywith all the conditions contained within the SWPPP and the Vernon City Stormwater Code. If an unauthorized stormwater discharge or a violation of Vernon City Stormwater Code occurs, the contractor's superintendant (or his/her designee) shall immediately notify the City of Vernon Health & Environmental Control Department. Any additional work required for compliance with the requirements of the SWPPP and the Vernon City Stormwater Code shall be performed by the Contractor. SWPPP preparation guidelines are available at the State of California website: http://www.waterboards.ca.tiov/water issues/programs/stormwater/construction.shtml The Contractor is hereby notified that specific construction practices in the Standard Specifications, Section 7, "Responsibilities of the Contractor" are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the SWPPP. All payments and full compensations for preparing and administering to conform to Contractor's best management practices (BMPs) and/or actual construction practices for Storm Water Pollution Prevention Plan (SWPPP) and Vernon City Stormwater Code shall be included in the various bid items of work involved and no additional or extra compensation will be paid to the Contractor. - F-8 - SPECIAL PROVISIONS UNIT PRICES All costs not covered by specific unit prices but required for a complete job in place, shall be included in the items most related to the work. SANITARY FACILITIES The Contractor shall furnish and maintain sanitary facilities by the worksites for the entire construction period. GOALS FOR UNDER-UTILIZED DISADVANTAGED BUSINESS ENTERPRISE (UDBE) AND DISADVANTAGED BUSINESS ENTERPRISE (DBE) The City of Vernon has established an Annual Anticipated Disadvantaged Business Enterprise (DBE) Participation Level of 11.4 % (7.8% Race Neutral; 3.6% Race Conscious) for the Federal Fiscal Year 2009/2010, beginning on October 1, 2009 and ending on September 30, 2010. Therefore, the Under -Utilized Disadvantaged Business Enterprise (UDBE) goal is 3.6% and the total overall Disadvantaged Business Enterprise (DBE) goal is 11.4 % for this project. For DBE and UDBE's federal forms and requirements, see the Contract Document page numbers C-22 through C-56. FIRST MONTHLY INVOICE SUBMITTAL TO THE CITY BY THE CONTRACTOR First invoice of this project for the first Monthly Progress Payment must be submitted to the City of Vernon by the Contractor within 30 days of the issuance of "Notice to Proceed". II. CONCRETE IMPROVEMENT GENERAL The construction of concrete improvements shall consist of removal and disposal of concrete, asphalt concrete pavement, debris, native soil, and construction of concrete curb ramps, driveways, sidewalks, curb & gutter according to the City of Vernon Plans. All concrete work shall be formed according to City of Vernon Standards. No wild pouring allowed. All concrete classifications are according to Standard Specification for Public Works Construction Section 201-1.1.2. The cost for construction of the depressed concrete gutter for driveways and curb ramps, soil backfill, re -compaction, and removal & repaving of the 2'wide by asphalt pavement depth along the removed concrete curb or gutter for forming shall be included in the various bid items and no extra compensation will be paid to the Contractor. - F-9 - SPECIAL PROVISIONS CONCRETE CURB RAMP The concrete curb (handicap access) ramp including truncated dome and depressed gutter shall be constructed according to the Revised Caltrans Standard Plan RSP A88A. The ramp shall be poured monolithically with depressed gutter which has 0" (zero inch) lip. Remove a 2' wide by 13" deep section of pavement (asphalt, concrete, base) along the edge of existing gutter, re - compact base or sub -grade and repave with 11" thick asphalt concrete pavement to 2" below edge of gutter to allow for 2" asphalt concrete pavement overlay to be flush with edge of gutter. The proposed curb (handicap access) ramps shown on plans are diagrammatical. The City shall mark the limit of work in the field for each street corner involved, and the Contractor shall field measure (verify) the required work to complete the proposed concrete curb ramp construction including but not limited to the cost for removal, disposal and relocation of the existing sidewalk curb pipes, utility, traffic/street related poles and boxes. The cost of truncated dome, depressed gutter and all the above work for proposed curb ramp shall be included in the curb ramp unit bid price and no extra compensation will be paid to the Contractor. TRUNCATED DOME SPECIFICATIONS Curb ramp and walkway detectable warning surface shall consist of raised truncated domes constructed or installed on curb ramps or walkways according to the Revised Caltrans Standard Plan RSP A88A. At the option of the Contractor, the detectable warning surface shall be prefabricated, cast -in -place or glue down on the surface of the curb ramp or walkway. The color of the detectable warning surface shall be yellow conforming to Federal Standard 595B, Color No. 33538. Prefabricated detectable warning surface shall be in conformance with the requirements established by the Department of General Services, Division of State Architect and be attached in conformance with the manufacturer's recommendations. Cast -in -place or glue down detectable warning surfaces shall be painted in conformance with the provisions in Section 59-6, "Painting Concrete," of the Caltrans Standard Specifications. The finished surfaces of the detectable warning surface shall be free from blemishes. The cost of installing truncated domes on concrete walkways shall be paid by the bid item unit price. But the cost of installing truncated domes on proposed concrete curb ramp shall be included in concrete curb ramp bid item unit price and no extra compensation will be paid to the Contractor. The manufacturer shall provide a written 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is defect in the dome shape, color fastness, sound -on -cane acoustic quality, resilience, or attachment. The warranty period shall begin upon acceptance of the contract. - F-10 - SPECIAL PROVISIONS CONCRETE CURB & GUTTER AND MEDIAN CURB The concrete curb & gutter and median curb shall be constructed according to the plans and City of Vernon Standard Plan No. PV582 including 6" thick CMB. The concrete curb face shall be 8" (eight inches) high and the gutter shall be 2' (two feet) wide. The median curb face shall be 8" (eight inches) high except in "Transition" area. New concrete curb & gutter shall be doweled with #4 rebar into existing concrete curb .& gutter when length is less than 25'. Remove a 2' wide 13" deep section of pavement (asphalt, concrete, base) along the edge of existing gutter, re -compact base or sub -grade and repave with I thick asphalt concrete pavement to 2" below edge of gutter to allow for 2" asphalt concrete pavement overlay to be flush with edge of gutter. All the above work shall be included in the curb & gutter or median curb bid items and no extra compensation will be paid to the Contractor. CONCRETE SIDEWALK, MEDIAN SLAB AND WALKWAY 3.5" thick concrete sidewalk, median slab and walkway shall be constructed according to the City of Vernon Standard Plan No. PV582. Sawcut and remove existing concrete, asphalt concrete, and/or soil to nearest score line. Median slab and walkway construction shall be measured and paid under the concrete sidewalk unit bid item. CONCRETE DRIVEWAY 8" thick, high early strength concrete shall be used for the construction of the new concrete driveways during weekends. The proposed concrete driveways shall be constructed according to the City of Vernon Standard Plan No. PV693. New concrete driveway should be doweled with #4 rebar into existing at 12" O.C. when length is less than 25' or when plans specify the construction of the driveway in two pieces. Remove a 2' wide by 13" deep section of pavement (asphalt, concrete, base) along the edge of existing gutter, re -compact base or sub -grade and repave with 11" thick asphalt concrete pavement to 2" below edge of gutter to allow for 2" asphalt concrete pavement overlay to be flush with edge of gutter. 5' long sidewalk adjacent to both side of new driveway shall be constructed as 8" thick sidewalk and shall be paid by square feet as a driveway bid item. All new concrete driveways shall be covered with steel plates to provide continuous access for vehicular crossing after removal of existing driveways and during curing of new concrete with no cost to the City. STREET CORNER CONCRETE CURB RETURN WIDENING The widening of the street corner concrete curb returns at the following location shall be constructed according to the plans and details. The City shall mark the limit of work in the field - F-11 - SPECIAL PROVISIONS for the street corner involved, and the Contractor shall field verify. All the removals, disposals, relocations and construction of the above items shall be paid through corresponding bid items. (1) Southeast corner of 26th Street at Soto Street. HIGH EARLY STRENGTH CONCRETE All high early strength concrete works shall be during weekends. 10" thick, high early strength concrete with wire mesh (4" opening and placed at 4" below surface) shall be used for the construction of the concrete pavement approaches at the following streets: (1) 26th Street west bound approach at Soto Street intersection. (weekend work)." 8" thick, high early strength concrete shall be used for the construction of the proposed concrete driveways at the following street: (2) 2 driveways on eastside of the Soto Street (one driveway per weekend). Material shall be Portland Cement Type 11. Curing rate shall be 3,000 psi at 24 hours and 5,000 psi at 28 days. Slump shall be 4" to 5". Design mix shall conform to the following specifications. Material Weight per Cubic Yard Absolute Volume per Cubic Yard Cement Type 11 846 Lbs 4.32 Cuft Aggregate Ratios: 1" Rock, 48% 1387 Lbs 8.39 Cuft 3/8"Rock, 10% 288 Lbs 1.75 Cuft #1 Sand, 42% 1,200 Lbs 7.34 Cuft Admixtures: Polyheed 76.1 FI.Oz Polarset 101.5 FI.Oz Allowable water 299.88 Lbs 36 Gallons/4.81 Cuft Total 4020 Lbs 27 Cuft Unit Weight 148.9 Pcf Prior to construction, Contractor shall submit a concrete mix design and a laboratory test result of a Trial Batch for 3000 psi at 24 hours to the City Engineer for approval. The cost of testing a Trial Batch must be included in the various bid items, and no extra compensation will be paid to the Contractor. - F-12 - SPECIAL PROVISIONS PLACING HIGH EARLY STRENGTH CONCRETE PAVEMENT High Early Strength Concrete Pavement Slab shall be placed by the use of a tube roller self propelled paving machine. The paving machine and related apparatus shall be approved by the City Engineer prior to the start of the operation. CONCRETE JOINTS AND KEYWAYS Longitudinal joints shall coincide with traffic lanes unless otherwise approved by the City Engineer. Construction of keyways and tie bars shall be per the Standard Plans for Public Works Construction (SPPWC) Standard Plan No. 134-2 and placed at every cold joint in the concrete slab/pavement or as directed by the City Engineer. III. COLD RECYCLING OF RECLAIMED ASPHALT PAVEMENT — AND APPENDIX "A" COLD RECYCLING OF EXISTING ASPHALT CONCRETE USING COLD IN -PLACE RECYCLING (CIR) AND/OR COLD CENTRAL PLANT RECYCLING (CCPR) METHODS GENERAL This work shall consist of milling the existing asphalt concrete pavement to the length, depth and width as shown on the plans, sizing the Reclaimed Asphalt Pavement (RAP) material to an evenly graded aggregate blend with a maximum size. The properly graded RAP to be recycled shall then be blended with an emulsified asphalt recycling agent, and other additives, as required by the Contractor's Mix Design, to produce a recycled asphalt concrete. This material shall then be placed and compacted in accordance with the Plans and Special Provisions; and as directed by the City Engineer. The Contractor has an option of utilizing cold recycling of reclaimed asphalt pavement by Cold In -place Recycling (CIR) method and/or the Cold Central Plant Recycling (CCPR) method. The cost for adjusting existing manholes to finished grade in the entire cold recycling area will be paid only once by `Adjusting existing manhole and cover to grade' unit bid item. If the Contractor chooses to lower and re -raise (double adjusts) the existing manholes for the convenience of the cold recycling operation, then the Contractor should include the extra double adjusting cost in various bid items and no extra compensation will be paid to the Contractor. Areas inaccessible to the CIR equipment (series of equipment in one line) due to short distances, horizontal curves and/or grades, equipment turn around area or any other circumstance shall be milled, recycled and repaved, utilizing the CPPR method. - F-13 - SPECIAL PROVISIONS JUST IN TIME TRAINING (JITT) Attending a 2-hour minimum Just -In -Time Training (JITT) shall be mandatory, and consist of a formal joint training class on cold recycled asphalt materials, required special equipment, placement and compaction methods, and quality control. Construction operations for cold recycling shall not begin until the Contractor's and the City Engineer's personnel have completed the JITT. The JITT training class shall be conducted at a project field location convenient for both the Contractor and the City Engineer. The JITT class shall be completed not more than 7 days prior to the start of cold recycling operations. The class shall be held during normal working hours. The Contractor shall provide the JITT instructor. The instructor shall be experienced in the construction methods, materials, and test methods associated with construction of cold recycle asphalt projects. A copy of the course syllabus, handouts, and presentation material shall be submitted to the City Engineer at least 7 days before the day of the training. The Contractor and the City Engineer shall mutually agree to the course instructor, course content, and training site. Just -In -Time Training shall not relieve the Contractor of responsibility under the contract for the successful completion of the work in conformance with the requirements of the Plans and Special Provisions. The cost for Just -In -Time Training shall be included in the various bid items and no extra compensation will be paid to the Contractor. MIX DESIGN A mix design shall be submitted by the Contractor in accordance with Appendix A using representative samples of the asphalt concrete to be recycled obtained directly from the Project site. The mix design shall be certified by a licensed Civil City Engineer or AASHTO Approved Laboratory experienced in cold recycled pavements. The job mix formula shall meet the criteria of Table 1 and be approved by the City Engineer. During the mix design, the Contractor shall determine the target values for penetration at 25°C and viscosity at 60°C of the emulsified recycling agent to be used in production of the recycled pavement mixture. The mix design report shall include gradation of dry reclaimed asphalt pavement (RAP), RAP asphalt content, recommended mixing water content range as a percentage of dry RAP; optimum emulsion content as a percentage of dry RAP; amount of additive(s) as a percentage of dry RAP; and corresponding density, air void level, Marshall stability, retained stability, compaction method used to determine reported stability, and raveling at recommended moisture and emulsion contents. For the emulsified recycling agent and additives, include the designation, company name, location, residue content, and Certificates of Compliance. The cost for Cold Recycled Asphalt Concrete Mix Design shall be included in the various bid items and no extra compensation will be paid to the Contractor. F-14 SPECIAL PROVISIONS Table 1: CIR Mixture Design Requirements Requirement Gradation of Reclaimed Asphalt Pavement (RAP): CT 202 1- inch maximum Asphalt Content of RAP: CT 362 or CT 379 or ASTM D 2172 Method B Report Bulk Specific Gravity of Compacted Samples " b: CT 308, Method C Report Maximum Theoretical Specific Gravity b: CT 309, including provisions of Section J Report Air Voids of Compacted and Cured S ecimens : CT 367 Part B Report Marshall Stability, Cured Specimen : AASHTO T 245 104 OF (min) 1250 lb Marshall Retained Stability, AASHTO T 245, 104 OF based on Moisture Conditioning on Cured Specimen (min) b, 70%a Ratio of Emulsion Residue to Cement (min) 1.8 Raveling Test of Cold Mixed Bituminous Emulsion, ASTM D 7196, 50 OF (max) 7 0 RAP Coating Test, ASSHTO T59 e, (min) Good 1V otes: a 4-inch diameter mold compaction based on either 75 blow Marshall on each side or gyratory compactor at 30 gyrations. b Test specimens after 140°F curing to constant weight between 16 hours and 48 hours. Vacuum saturation from 55 percent to 75 percent. Water bath at 77 °F for 23 hours, with the last 30 minutes to 40 minutes in 104 OF water bath. a The Marshal Retained Stability ratio may be reduced to 60%, providing the saturated Marshall Stability is at least 1500 lbs. Modify ASSHTO T59 using jobsite RAP, emulsified recycling agent and water application rates that have been determined in the CIR mix design and submitted in job mix formula. RENTING OR LEASING OF A LOT FOR COLD CENTRAL PLANT The Contractor shall rent or lease a nearby vacant lot (site) to be large enough to accommodate for temporary placing of a Cold Central Plant (approximately 100 feet X 150 feet) for gradation and mixing, area for stock piling cold recycled asphalt concrete material and area for transportation trucks staging as necessary. The cost for renting or leasing a nearby vacant lot or site shall be included in the various bid items and no extra compensation will'be paid to the Contractor. MATERIALS Emulsified Recycling Agent — The type of emulsified recycling agent to be used shall be determined by the mix design. An experienced and qualified technician supplied by the City shall be at the job site during mixing operations to monitor the characteristics and performance of the emulsified recycling agent. Throughout the job the Qualified Technician shall be available to monitor the mixing, placement and compaction of the recycled asphalt concrete and make adjustments to the emulsified recycling agent formulation as required to improve coating, increase or decrease moisture content to aid in compaction or adjust breaking properties of the emulsion. - F-15 - SPECIAL PROVISIONS Table 2 Emulsified Recycling Agent Requirements Test Method Re uirement Minimum Maximum 'rests on emulsion: Sieve test, % of weight sample AASHTO T59 a --- 0.1 Residue by distillation, % AASHTO T59 a 60 -- Total Distillate from distillation AASHTO T59 a -- 1.0 Tests on residue by distillation: Penetration at 25°C, 100 g / 5 sec (TV) min) AASHTO T49b'd TV +/- 25 percent Absolute Viscosity at 60°C, pascal second (xl0-1) (TV) AASHTO T2171 Report Only Notes: 'Modify AASHTO T 59 -distillation temperature of 350 °F with a 20 minute hold. b Target value (TV) is determined for emulsified recycling agent chosen for use and submitted in job mix formula. c Sieve residue from distillation on No. 20 sieve before determining viscosity. d Modified procedure may be used: The sample shall be removed from the bath, shaken gently to remove free water from the surface of the specimen, tested in a dry surface state, and then immediately replaced in the water bath in less than 60 seconds. Repeat for determination. The asphalt binder used to make the emulsified recycling agent shall be in compliance to the Bending Beam requirements of the Performance Graded (PG) Asphalt Binder Specification AASHTO M320. This will verify its suitability in meeting the low temperature climatic requirements of the given region where the recycled asphalt concrete will be placed. The'Certificate of Compliance (COC) shall indicate the target value for penetration and the Bending Beam results. Emulsified recycling agent shall meet the criteria of Table 2 and be approved by the City Engineer. The Contractor shall provide current test results and a COC for the emulsified recycling agent and any additives at the time of mix design. A COC shall also be provided for each load delivered to the jobsite. The Contractor shall obtain two 1-quart minimum samples of emulsified recycling agent from each load delivered to the project. One sample shall be used for the Contractor's quality control testing. The remaining samples shall be delivered to the City Engineer at the end of each working day. Emulsified recycling agent shall be sampled in plastic containers that are clean, dry, and sealed. Each sample shall be labeled with the date and time sampled and the bill of lading number from the delivery vehicle. Emulsion samples shall be retained and protected from damage or contamination by the Contractor until the project is accepted. Sized RAP - Existing asphalt concrete pavement shall be cold milled, crushed and screened to conform to the following gradation before mixing with emulsified recycling agent: - F-16 - SPECIAL PROVISIONS Sieve Percentage Size Passing 1-Inch 100 200 < 5 Rubberized crack filler, pavement markers, loop wires, thermoplastic markers, fabric and other like materials that may be incorporated into the RAP as it is removed from the roadway shall be removed by the screening process. A minor amount of these residual materials that cannot be completely removed from the processed RAP may be incorporated into the recycled mix if the Contractor can demonstrate that those added materials will not adversely affect the performance of the recycled asphalt pavement. Any such materials retained in the mix shall be appropriately sized and blended so as not to adversely affect the appearance or strength of the recycled pavement. In the CCPR application, crushed and screened RAP shall not be stockpiled for longer than 10 days or in stockpiles greater than 15 feet in height that. may, through the weight of the stockpile, reconsolidate the crushed and screened RAP. Water shall be added to the RAP as it is screened and crushed to abate dust and mitigate reconsolidation. Water - Water may be added to facilitate the uniform mixing of the emulsified recycling agent and the processed RAP. Water added to the recycled asphalt concrete shall be potable, clean and free from deleterious concentrations of acids, alkalis, salts, sugar and other organic or chemical substances. The water shall not contain an amount of impurities that will cause a reduction in the strength of the recycled asphalt concrete pavement. If the water is of questionable quality, it shall be tested in accordance with AASHTO T26. Additives — If necessary other additives such as cement or lime, in a dry or slurry form may be added to the recycled pavement mixture to meet the requirements of Table 1 and to aid in curing and early strength gain. Any recycling additives used including type, source and percentage used shall be described in the job mix formula submittal. Include the process for incorporating a recycling additive into the recycled mixture in the job mix formula submittal. MATERIAL ACCEPTANCE Gradation - A sample shall be obtained for each 500 tons of RAP addition to verify the maximum particle size requirement is being met. The first sample and every fourth sample thereafter shall be compared to the gradation band determined during the mix design by performing a wet field gradation for material passing the 1-inch to No. 4 sieves. The Contractor shall adjust the emulsified recycling agent as needed. Emulsified Recycling Agent —A Certificate of Compliance from the emulsion manufacturer shall accompany each shipment to the Project. The Contractor shall perform a - F-17 - SPECIAL PROVISIONS sieve test in accordance with ASTM D 2444 to verify the emulsion is stable prior to using each load. The Contractor shall obtain two 1-quart minimum samples of emulsified recycling agent from each load delivered to the project. One sample shall be used for the Contractor's quality control testing. The remaining samples shall be delivered to the City Engineer at the end of each working day. Emulsified recycling agent shall be sampled in plastic containers that are clean, dry, and sealed. Each sample shall be labeled with the date and time sampled and the bill of lading number from the delivery vehicle. Emulsion samples shall be retained and protected from damage or contamination by the Contractor until the project is accepted. Emulsified Recycling Agent Content — Emulsion content shall be checked and recorded for each segment in which the percentage is changed. Emulsion content changes shall be made based upon if coating and adequate dispersion is not being achieved and if the mix design indicates the CIR pavement will be stable. Emulsified recycling agent content shall be checked from the belt scale totalizer and asphalt pump totalizer, verified by the delivery weight tickets. Additives —A Certificate of Compliance from the additive manufacturer shall accompany each shipment to the Project. Additive Content — Additive content shall be checked and recorded for each segment in which the additive is used per the mix design. Additives shall be checked from the scale totalizer and verified by the delivery weight tickets. Recycled Material Compacted Density - Wet density shall be determined using a nuclear moisture -density gauge generally following the procedures for ASTM D 2950, backscatter measurement. A rolling pattern shall be established such that a maximum density is achieved with the rollers specified, based on relative nuclear density readings. CONSTRUCTION METHODS Weather Limitations — Cold recycling operations shall not be performed during wet conditions or if rain or cold conditions (less than 400F) are imminent or predicted to exist. "Imminent or predicted" is defined as being forecasted within a 48-hour period on the National Weather Service Web Site " http://www.wrh.noaa.gov" for the most representative and nearest location listed where recycling is to begin and end. Recycling and placement operations shall not be performed unless the ambient 'temperature is a minimum of 45°F and unless the National Weather Service Web Site forecasts that the ambient temperature will be a minimum of 60OF within 3 hours after the start of placement operations and will remain above 60°F throughout the recycling operation until all initial compaction and protection efforts have been completed for that day's run. - F-18 - SPECIAL PROVISIONS Recycling operations shall be ceased if actual ambient temperatures drop below 60OF anytime after the initial 3-hour window following start-up. In the event recycling operations are initiated and weather conditions deteriorate soon after, it is then a requirement th4all traffic stay off the recycled mat until weather conditions improve (temperature rises and humidity drops) and the recycled section has "cured" sufficiently for secondary compaction to take place in accordance with the Cure and Maintenance requirements of this specification. The Contractor will be responsible for maintaining and protecting the recycled surface. Any recycled asphalt surfacing damaged by inclement weather shall be replaced by the Contractor at the Contractor's expense as directed by the City Engineer. All cold recycling mixing and placement operations shall be completed a minimum of 2 hours before sunset to allow for compaction and protection operations. CCPR Sub -grade and Surface Preparation — Prior to placing CCPR pavement the sub - grade soils/base shall be properly prepared, moisture treated and compacted to a minimum of 95 percent relative compaction based upon ASTM D 1557 so as to create an evenly graded, unyielding surface. If the CCPR recycled pavement is to be placed on an existing milled pavement surface it shall be verified that the milled surface is firm and unyielding and there are no sub -grade failure areas beneath the milled surface that might compromise the integrity of the recycled pavement. When CCPR pavement is placed on a milled surface or adjacent to `structures such as curbs, concrete gutters, swales, planters, etc... these contact surfaces shall be swept of all loose material to create a dry clean surface. A tack coat -of SS-lh emulsion, emulsified recycling agent or equivalent (0.05 gallon per square yard minimum) shall be applied to all surface areas immediately prior to placing the recycled pavement. CCPR pavement is not recommended as a direct overlay on existing asphalt pavement without first milling the underlying pavement to aid in bonding and to prevent slippage. Successive layers of recycled pavement may be paved without milling but requires that each layer be fully cured and compacted before placing the overlay section. See "Placement" in this specification. Milling and Sizing - The recycling equipment shall be capable of milling the existing asphalt pavement thickness to the lines, grades, and requirements specified in these special provisions and shown on the plans. All pavements milling machine shall be self-propelled. Milling equipment shall be equipped with automatic depth controls capable of maintaining the cutting depth to within %4- inch of the desired depth, and shall have a positive means for controlling cross slope. The milling operation shall not disturb or damage the underlying material. The use of a heating device to soften the pavement will.not be permitted. In C1R, the primary milling equipment shall have a minimum 12.5-feet cutter capable of removing the existing pavement to the depths shown in the plans. Smaller milling machine may be used for CCPR or to mill the shoulders and miscellaneous areas in CIR. - F-19 - SPECIAL PROVISIONS The RAP shall be sized using crushing and screening equipment capable of producing reclaimed asphalt pavement to the size required prior to mixing with emulsified recycling agent. Mixing and Proportioning - After the crushing and sizing, the recycled material shall be processed in a mixing unit capable of processing the sized RAP, emulsified recycling agent, water and any additives to a homogeneous and uniformly coated mixture to produce recycled asphalt concrete. The mixing unit shall be equipped with a belt scale for the continuous weighing of the RAP and a coupled/interlocked computer -controlled liquid metering device. The mixing unit shall be an on -board completely self-contained counter rotating twin shaft pugmill appropriately rated by the manufacturer for the production levels used by the Contractor. The liquid metering device shall be capable of automatically adjusting the flow of emulsified recycling agent to compensate for any variation in the weight of the RAP introduced into the pugmill. Emulsified recycling agent shall be metered by weight of RAP using a mass flow, coriolis effect, type meter that will accurately measure the amount of emulsified recycling agent to within 0.5 percent of the amount required by the mix design or as adjusted in the field and approved by the City Engineer. The recycle train and/or central mixing plant shall have an independent source of water to properly disperse the emulsified recycling agent. Additives may be introduced volumetrically or by weight per the mix design and as per the Additive Mixing and Spreading requirements of this specification. The Contractor shall calibrate and verify the accuracy of the recycle plant not less than five days before recycle operations are to begin. Automatic digital readings shall be displayed for both the flow rate and total amount of RAP, emulsified recycling agent, and additives in appropriate units of weight and time. The emulsified recycling agent, additives and water shall be incorporated into the graded RAP at the initial rate determined by the mix design and approved by the City Engineer. Adjustments in the rate of emulsified recycling agent, additives and water shall be determined by the Qualified Technician and made as necessary based on the coating, compaction and breaking properties of. the recycling emulsion. Sampling variations and mix design may determine the necessity of different levels of emulsified recycling agent and/or, additives in various sections of the project. When a paving fabric is encountered during the cold milling operation, the Contractor shall make the necessary changes in equipment or operations so that incorporation of the shredded fabric in the recycled material does not effect the performance parameters of the recycled asphalt concrete, or inhibit placing or compaction of the recycled pavement. No fabric piece incorporated into the recycled section shall have any dimension exceeding a length of 2- inches. The Contractor shall be required to remove and properly dispose of oversized pieces of paving fabric as directed by the City Engineer. Similarly, loop wires, pavement markers, rubberized crack fill materials, thermoplastic marking materials, milled concrete, and other materials that may be incorporated into the RAP through the milling process shall be removed from the recycled material unless the Contractor can demonstrate that minor amounts of residual - F-20 - SPECIAL PROVISIONS materials that remain will not compromise the integrity of the recycled asphalt. Additive Mixing and Spreading - Cement or lime slurry shall be produced at the jobsite as required by these special provisions. The Contractor shall provide the City Engineer with batch logs daily. Lime or cement slurry shall be added directly to the pugmill in CCPR. In CIR the lime or cement slurry shall be added directly to the pugmill or sprayed over the cutting teeth of the CIR primary milling machine. Portland cement or lime slurry storage and supply equipment shall have agitators or similar equipment to keep the cement or lime slurry in suspension when held in the slurry feed tank. Cement or lime slurry shall be kept in suspension during transport using agitator equipment. Dry lime or cement shall be added directly to the pugmill in CCPR or spread upon the existing asphalt concrete surface ahead of the CIR milling operation. If lime or cement is spread ahead of the CIR milling operation, the distance between the spreader and the recycling train shall be reduced appropriately during windy days. In no case shall additives be allowed to remain exposed at the end of the workday. Dust control measures shall be employed to minimize fugitive dust. No traffic other than the recycling equipment shall be allowed to pass over the spread additive until the recycling operation is complete. CCPR Transportation — Trucks with smooth clean beds shall be used to haul the CCPR asphalt concrete mixture to the placement area. The loaded trucks shall deliver the blended material into the paver within 1 hour of mixing or before the emulsion begins to break and set, whichever time is earlier. Placement — The equipment used for placement of the recycled pavement mixture shall be capable of placement to the lines, grades, and requirements specified in these special provisions and shown on the plans. The Contractor shall have available on the site of the work all equipment and materials to be used for recycling operations. ,l Recycled pavement shall be spread using a self-propelled track -paver having electronic grade and cross slope control for the screed. Equipment shall be of sufficient size and power (minimum 170 hp) to spread the recycled material in one continuous pass, without segregation, to the lines and grades established by City Engineer and according to Plans. Heating of the paver screed is not permitted. A pick-up machine shall be used for transferring the CIR. material from the windrow to the receiving hopper of the paver, the pick-up machine shall be capable of removing and transferring the entire windrow of recycled mix in a single pass. Recycled pavement shall be placed to the finished thickness as specified by the City Engineer. A single lift thickness shall be at a minimum compacted depth of 2-inches and not exceed, - F-21 - SPECIAL PROVISIONS a maximum compacted depth of 4-inches. In a CCPR multi -lift application, before placing any additional lifts, the recycled surface shall be allowed to cure until the moisture of the material is reduced to 2.0 percent or less or has remained in place for a minimum of 10 days without rainfall upon the City Engineer's approval. Compaction of the first layer and any subsequent layers to be overlaid shall be performed and verified per the Compaction and Cure and Maintenance requirements of this specification. Prior to installing any additional lifts, contact surfaces shall be carefully swept of all loose material to create a dry clean surface. A tack coat of SS-lh emulsion, emulsified recycling agent or equivalent (0.05 gallon per square yard minimum) shall be applied to all surface areas prior to placing any additional lifts. Handwork of recycled pavement shall be minimized and care shall be taken to prevent segregation. The wings of the paver shall be emptied regularly to prevent buildup and to minimize segregation. Compaction - Compacting the recycled mix shall be completed using self-propelled rollers, complete with properly operating scrapers and water spray systems. Rollers of the vibratory -steel drum and pneumatic tired type shall be used. They shall be in good condition, capable of operating at slow speeds to avoid displacement of the mixture. Compaction operations shall start no more than 15 minutes behind the paver, unless the ambient temperature is below 60 deg F. For each 5 deg below 60 deg F another 10 minutes can elapse before rolling begins, or at the direction of the Qualified Technician and/or City Engineer. The number, weight and types of rollers shall be as necessary to obtain the required compaction. At a minimum the following rollers shall be used: At least one pneumatic roller with a minimum gross operating weight of not less than 25 tons shall be used. Tires on the pneumatic rollers shall be evenly inflated and matched in -size and profile so as to maximize compaction effort. At least one double drum steel vibratory roller with a gross operating weight of not less than 10 tons with a minimum drum diameter of at least 60-inches shall also be used. Rolling patterns shall be established in the field by the Contractor and verified by the City Engineer to achieve a maximum density determined by nuclear density testing. A rolling pattern for compaction shall be determined such that no increase in density is shown on successive nuclear density tests (per ASTM D 2950) for any additional passes of the compaction equipment once the maximum density pattern has been identified ("break over point"). Nuclear density testing shall be repeated throughout the time compaction is being completed to continuously verify the compaction is achieving maximum density results by establishing a rolling vs. density chart that shows the progress of densification from initial breakdown compaction through maximum obtainable density at the break over point. - F-22 - SPECIAL PROVISIONS Care shall be taken not to over compact the mat. A Qualified Technician shall be on site and observing all compaction efforts, monitoring density gauge readings, and approving areas as they reach maximum density. The minimum rolling pattern shall be as follows: 1. Two complete coverages with the double drum steel vibratory roller immediately after the recycled mix is placed. The first coverage shall be made without the vibratory unit turned on and the second with the vibratory unit operating. 2. Two complete coverages with the pneumatic -tired roller shall be made after the initial passes of the steel roller. Final rolling, before cure, to eliminate pneumatic tire marks and to achieve maximum density shall be done by the double drum steel roller, either operating in a static or vibratory mode. The recycled mat shall be continuously observed during compaction efforts. If moisture cracking occurs under the vibratory compaction mode, the vibrators shall be turned off and static rolling only applied. If moisture cracking of the mat continues under static steel rolling, steel drum compaction shall cease, the mat shall be allowed to cure for a time in order for some moisture to escape, and pneumatic rolling commenced, followed by steel rolling to iron out irregularities from the rubber -tired roller(s). This procedure shall be followed until there is no longer any displacement of the mat observed by roller action on the recycled surface. The selected rolling pattern shall be followed unless changes in the recycled mix or placement conditions occur and a new rolling pattern is established at that time. Any type of rolling that causes cracking; major displacement and/or any other type of pavement distress shall be discontinued until such time as the problem can be resolved. Discontinuation and commencement of rolling operations shall be at the discretion of the City Engineer. Extra care shall be taken to ensure that aggregate from the recycled mixture does not stick to the drums or wheels of the rollers. Water shall be uniformly applied to the wheels and drums, along with mechanical means to keep aggregate from sticking. Sufficient water shall be applied to keep rollers and tires clean, but not so much that water pools or ponds on the recycled surface. Rollers shall not be started or stopped on uncompacted recycled material: Rolling patterns shall be established so that starting and stopping shall be on previously compacted material or the adjacent, existing surfacing. Cure and Maintenance — After the completion of compaction of the recycled material, no traffic, including that of the Contractor, shall be permitted on the recycled material for at least two hours. This may be reduced if sufficient care is established for traffic that will not initiate raveling. A fog seal of dilute (1:1) SS-lh emulsion, emulsified recycling agent or equivalent (0.08 to 0.12 - F-23 - SPECIAL PROVISIONS gallon per square yard) shall be applied after initial compaction. If necessary to prevent pickup of the fog seal, the recycled pavement surface shall be covered with sand at a rate of 1.0 to 2.0 pounds per square yard. Excess sand shall be removed from the pavement surface by careful sweeping. Sand shall be free from clay or organic material. After opening to traffic, the surface of the recycled pavement shall be maintained in a condition suitable for the safe movement of traffic. Before placing the final surfacing, the recycled surface shall remain in -place: • For a minimum of 2 days and until there is less than 2.0 percent moisture remaining in the recycled pavement mixture; or • A minimum of 10 days without rainfall. Secondary Compaction - Two complete coverages (minimum), after cure and before placing any AC overlay or other surface seal shall be conducted with the pneumatic and steel drum roller. A rolling pattern shall be reestablished to determine the maximum density of final rolling. Density of the recycled pavement shall be verified behind the secondary compaction by nuclear density gauge. A rolling pattern for the secondary compaction shall be determined such that no increase in density is shown on successive nuclear density tests (per ASTM D 2950) for any additional passes of the compaction equipment once the maximum density pattern has been identified. Nuclear density testing shall be repeated throughout the time secondary compaction is being completed to continuously verify that the secondary compaction is achieving maximum density results. Care shall be taken not to over compact the mat. A Qualified Technician shall be on site and observing all secondary compaction efforts, monitoring density gauge readings, and approving areas as they reach maximum density. The Contractor shall protect and maintain the recycled surface from nuisance water, other deleterious substances, and/or any other damage. Any damage to the completed recycled material shall be repaired by the Contractor prior to the placement of new asphalt concrete or. final surface sealing. Areas damaged shall be excavated to the depth directed by the City Engineer and/or filled and compacted with new asphalt concrete. All loose particles that may develop on the pavement surface shall be removed prior to the final surface course. No direct payment will be made and costs shall be included elsewhere for protection and maintenance of the recycled asphalt concrete pavement. Prior to any overlay with asphalt concrete, the recycled pavement should be carefully swept of all loose material to create a dry clean surface. A tack coat of SS-lh emulsion, emulsified recycling agent or equivalent (0.05 gallon per square yard minimum) shall be applied to all surface areas. Smoothness -- The finished surface and grade of the recycled material shall be checked - F-24 - SPECIAL PROVISIONS regularly during placement using a level. The smoothness shall not vary more than'/4 inch from a 10-foot straight edge placed on the surface. The Contractor shall correct humps or depressions exceeding this tolerance. High points may be trimmed if approved by City Engineer in the field. MEASUREMENT AND PAYMENT Quantities of the produced CIR and/or CCPR pavement shall be measured by the square yards completed and accepted by the City Engineer for the depths specified. Emulsified recycling agent and additive weight shall be based upon Certified delivery weight tickets, less any unused portion. Water used in this operation will not be paid for directly and the cost shall be included in the various bid items. Payment for CIR and/or CCPR shall be made at the Contract unit price per square yard. The price shall be full compensation for all labor, materials, tools, equipment, and incidentals; for doing all the work involved in CIR and/or CCPR, complete in -place; for milling, trucking, screening, crushing, mixing, blending, placing, and compacting the recycled pavement mixture; for protection and maintenance of the recycled layer; for performing all QC testing including mix design; for fog sealing, sanding and sweeping if necessary; for obtaining measurements and recording results of all tests as shown on the plans and as directed by the City Engineer. Emulsified recycling agent and additive will be paid for at the contract unit price per ton. After placing recycled asphalt concrete material back on the street (completion of CIR and/or CCPR processes), any unused or leftover asphalt concrete material shall be hauled away and disposed by the contractor. The cost of hauling away and disposing unused asphalt concrete material will be paid for at the.contract price per cubic yard under "Unclassified Excavation" bid item. APPENDIX -A METHOD OF TEST FOR DETERMINING THE PERCENT OF EMULSIFIED RECYCLING AGENT TO USE FOR COLD RECYCLING OF ASPHALT CONCRETE 1. SCOPE This procedure is used to determine the percent and grade of emulsified recycling agent to use for recycling asphalt concrete when the cold method of recycling is used. 2. COLD MIX REQUIREMENTS The recycled pavement mixture shall conform to the Mix Design Requirements as outlined in Table 1. - F-25 - SPECIAL PROVISIONS 3. SAMPLING & PROCESSING OF EXISTING ASPHALT PA VEMENT MATERIALS Samples obtained by coring: Obtain sufficient RAP, approximately 400 lbs, to be used for mix design purposes. Obtain RAP samples from the areas to be recycled. It is recommended to take one core for each lane mile and where visual differences in the pavement are noticed. If cores show significant differences in various areas, such as different type or thickness of layers between cores, then separate mix designs shall be performed for each of the pavement segments. Cut cores to the depth specified for the cold recycling project. Obtain representative sample of the RAP to be recycled and determine asphalt content of the RAP according to CT362 or CT379 orASTMD2172 Method B. Perform two mix designs, one for each grading, by recombining the RAP material in the laboratory in order to meet the gradation criteria shown in Table 3. Table 3: Cold Recvclint- Gradation Reauirements Sieve Size Suggested Target Medium Gradation Coarse gradation 25-mm (1) 100 100 19-mm C/4 ') 95 :f 2 85 + 2 4.75-mm (No. 4) 50 +2 40 +2 600-,um (No. 30) 10 +2 5 +2 75-,um -(No. 200) 0.8 + 0.3 0.3 + 0.3 Determine gradation of the RAP after crushing and recombining by California Test CT 202 with the exception that drying of RAP samples to constant mass shall be performed at 104+4°F. Samples obtained by milling: Milled RAP from the areas to be recycled can be used as an alternative to cores. Obtain sufficient RAP, approximately 400 lbs, to be used for mix design purposes. - F-26 - SPECIAL PROVISIONS Obtain representative sample of the RAP to be recycled and determine asphalt content of the RAP according to CT362 or CT379 or ASTM D2172 Method B. Perform one mix design by crushing material greater than 1-inch and recombining the RAP material in the laboratory. Determine gradation of the RAP after milling and crushing by California Test CT 202 with the exception that drying of RAP samples to constant mass shall be performed at 104f4°F. 4. MIXING Specimen size: Determine the amount that will produce a 2.4-inch to 2.6-inch tall specimen when compacting 4- inch diameter specimens with either the Marshall compactor based on 75 blows on each side or the gyratory compactor at 30 gyrations for stability testing. Number of specimens: Choose three emulsion contents that bracket the estimated recommended emulsion content for all stability testing outlined in Table 1. Select three emulsion contents in either 0.5% or 1. 0% increments covering a range typically between 0.5% and 4.0% by dry weight of RAP. Compact 6 samples at each emulsion content for stability testing, 3 for Marshall Stability on cured samples and 3 for Marshall stability on cured samples for moisture conditioning. Two specimens are required for Theoretical Maximum Specific Gravity according to CT309, Section J, with the exception that loose RAP mixture shall by cured in an oven at 140+2°F to constant weight but no more than 48 hours and no less than 16 hours. Constant weight is defined as 0.05% change in weight in 2 hours. Do not break any agglomerates that do not easily reduce with a flexible spatula. Test both specimens at the highest emulsion content in the design and back calculate for the lower emulsion contents. Add moisture that is expected to be added at the milling head, typically 1.5 to 3.0 percent. If any additives are in the mixture, introduce the additives in a similar manner that they will be added during field production. Mixing of test specimens shall be performed manually or with a mechanical bucket mixer or a combination of the two. Mix the RAP thoroughly with water first, then mix with emulsion. Mix -at room temperature of 77+4°F. One specimen shall be mixed at a time. Mixing time with emulsion should not exceed 60 seconds. - F-27 - SPECIAL PROVISIONS 5. COMPACTION Compact specimens after mixing. Compact specimens at room temperature of 77:WF. Compact specimens with a Marshall compactor by applying 75 blows per side for stability testing using 4-inch molds or with a gyratory compactor at 30 gyrations for stability testing using 4-inch molds. Do not heat molds or Marshall compaction hammer. If paper disks are used, place paper disks on the top and bottom of the specimen before compaction and remove paper disks from specimens immediately after compaction. 6. CURING AFTER COMPACTION Extrude specimens from molds after compaction without damaging the samples. Carefully remove paper disks if used. Place specimens in 140+2°F forced draft oven with ventilation on sides and top. Place each specimen in a small container to account for material loss from the specimens. Cure compacted specimens at 140+2°F to constant weight but no more than 48 hours and no less than 16 hours. Constant weight is defined as 0.05% change in weight in 2 hours. After curing, cool specimens at ambient temperature a minimum of 12 hours and a maximum of 24 hours. Perform same oven conditioning and volumetric measurements on moisture -conditioned specimens as on other specimens. Perform moisture conditioning on 3 compacted samples at each emulsion content by applying a vacuum of 254 to 660 mm of Hg partial pressure for a time duration required to vacuum saturate samples to 55 to 75 percent. Saturation calculation shall be calculated by comparing saturated surface dry mass with dry mass in air determined. Soak moisture conditioned samples in a 77.±2°F water bath for 23+1 hours, followed by a 30 to 40 min soak at 104f2°F. 7. MEASUREMENTS Determine asphalt content of the RAP material to be recycled according to CT362 or CT379 or ASTMD 2172 Method B. Determine bulk specific gravity of each compacted, cured and cooled specimen according to CT308, Method C. - F-28 - SPECIAL PROVISIONS Determine specimen heights according to CT308 Section D2e. Alternatively, the height can be obtained from the SGC readout if the gyratory compactor is used. Determine maximum theoretical specific gravity, CT309, Section J, with the exception detailed in Section 4 of this document. Determine air voids of the compacted and oven -cured samples at each emulsion content according to CT367 Part B. Determine corrected Marshall Stability by AASHTO T245 at 104+2°F after 2-hour temperature conditioning in a forced draft oven or by immersing in water bath for 30 to 40 minutes. This testing shall be performed at the same time that the moisture -conditioned specimens are tested. Determine Marshall Retained Stability. The average moisture conditioned specimen strength divided by the average dry specimen strength is referred to as retained stability. 8. EMULSION CONTENT SELECTION Choose the design emulsion content that optimizes the performance of the recycled asphalt concrete and meets the requirements listed in Table 1. 9. RAVELING TEST ONRECYCLED ASPHALT SPECIMENS Determine raveling potential on recycled asphalt specimens in accordance with ASTMD 7196. 10. REPORT The report shall contain the following minimum information: gradation of RAP, RAP asphalt content, recommended water content range as a percentage of dry RAP, optimum emulsion content as a percentage of dry RAP, amount of additive as a percentage of dry RAP, ratio of emulsion residue to cement, and corresponding density, air void level, Marshall stability, retained stability, compaction method used to determine any reported stability, and raveling at recommended moisture and emulsion contents. Include the emulsion and additive designation, company name and location; and residue content; and the additive designation, company name and location; and certificates of compliance for both. IV. NEW ASPHALT CONCRETE PAVING MATERIAL Asphalt concrete base paving material for this project shall be Class B-PG 70-10 per the Standard Specifications for Public Works Construction. The final 2" Cap/Overlay shall be Class - F-29 - SPECIAL PROVISIONS C2 PG 70-10 with 2% Latex Additive and per the specifications below. The asphalt concrete material shall include the following: (1) Fractured faces of crushed rock shall conform to Standard Specifications 200-1.2. (2) Recycled Asphalt Concrete shall not be allowed in new asphalt concrete mix. (3) Minimum air void shall be 4% per Standard Specifications 203-6.4.3. The Contractor shall inform the City of the name and location of the asphalt plant that will furnish asphalt concrete to the job sites. The City will schedule plant inspection on paving days for quality control. The City will reject asphalt concrete load shipments from any other plants. The Contractor shall establish designated asphalt truck routes and staging areas and shall communicate these routes and areas to truck drivers prior to the arrival at the job site. The City shall approve this plan five (5) days prior to paving. The Contractor shall place diesel fuel on top of all manholes, valves and monument covers immediately before the final asphalt pavement overlay. Feather join edges shall be made along straight lines by hand raking out all heavy aggregates prior to rolling to produce a smooth uniform surface. Compacted edge along gutter shall be flush. No traffic shall be allowed on paved surfaces for a minimum of two hours after paving unless approved by the City. Contractor shall remove all tracked asphalt materials from concrete surfaces. No asphalt trucks shall utilize existing driveways for turn around. Paving operations at the end of each day or night shall leave no joints parallel to the direction of traffic. Joints perpendicular to the direction of traffic shall be ramped with temporary asphalt concrete. The ramping shall be removed prior to paving. Existing potholed asphalt concrete pavement and base thicknesses are shown on plans. LATEX RUBBER ADDITIVE This work shall consist of adding a 2% latex rubber additive to the asphalt concrete mix for the final 2" thick surface overlay shall be Class C2-PG 70-10 in accordance with the following provisions and the Standard Specifications for Public Works Construction, Section 203-10 "Latex Modified Asphalt Concrete": A. Latex rubber shall be water based emulsified suspension of Styrene/Butadiene Rubber in liquid form. B. Latex rubber, amounting to 2% by weight of the asphalt cement, shall be added at the pug mill with the asphalt cement during the mixing cycle. - F-30 - SPECIAL PROVISIONS C. The Contractor shall submit the mix design to the City Engineer for approval prior to use. D. Latex rubber may be added to the mixture in any method that will assure uniform distribution, accurate measurement of quantity of latex introduced. The latex shall be introduced to the mix at the same time as the introduction of asphalt. E. The wet mixing cycle shall be 50 seconds. Payment for Latex Rubber additive shall be included in the unit price for Asphalt Concrete Pavement with Latex and no extra compensation will be paid to the Contractor. TACK COAT APPLICATION A tack coat of SS- 1h shall be applied at the rate of 0.10 gallons per square yard to all uniform thickness cold planed areas, between lifts of cold recycled asphalt concrete pavement areas and final 2" thick overlay pavement areas. The surface shall be free of water, foreign material, or dust when the tack coat is applied. A similar tack coat shall be applied to the surface of any course, if the surface is such that a satisfactory bond cannot be obtained between it and a succeeding course. The cost of furnishing and applying tack coat SS-lh must be included in the paving operation, and no extra compensation will be paid to the Contractor. The Contractor shall make all necessary efforts to minimize the tracking of the fresh oil on the existing improvements such as sidewalks, driveways, curb and gutters, private property, etc. Under no circumstance will the tack -coat truck spray the roadway more than 200 feet ahead of the paving machine. No trucks shall utilize existing driveways for turn around. All maneuvering shall take place on the streets. Contractor will be responsible for such cleaning and restoration. FIELD TESTING OF SUB -GRADE, CRUSHED MISCELLANEOUS BASE (CMB) AND ASPHALT CONCRETE (A.C.) PAVEMENT RELATIVE COMPACTION The top six inches (6") of sub -grade and crushed miscellaneous base material shall be compacted to a relative compaction of 95%, except under sidewalks, ramp and median island slab where the sub -grade shall be compacted to a relative compaction of 90%. All trenches and sub -grade below six inches (6") shall be compacted to a relative compaction of 90%. The asphalt concrete pavement compaction after rolling shall also be 95%. The City shall test for the field density of the compacted asphalt concrete by using a properly calibrated nuclear asphalt -testing device. The Contractor shall notify the City 48 hours in advance when to schedule field relative compaction tests. Failed compaction test areas shall be immediately removed and replaced at Contractor's expense. - F-31 - SPECIAL PROVISIONS SUB -GRADE STABILIZATION All wet or pumping soil shall be removed, air-dried and replaced at no cost to the City according to Standard Specifications for Public Works Construction Section 300-2.2.2. HEADER CUTTING ALONG THE EDGE OF GUTTER Header cutting consists of removal and disposal of a strip of existing asphalt concrete pavement along the gutter edges. This strip shall be tapered from 2 inches below the gutter edge to zero at six feet from the gutter edge. The final 2" thick asphalt concrete overlay paving operations shall be done within one week of the completion of header cutting. Payment will be made by the linear foot. UNIFORM OR VARIOUS THICKNESSES COLD PLANNING Removal and disposal shall be made for deteriorated asphalt concrete pavement in designated 2" to 4" uniform or various thickness cold plane cutting areas as shown on plans and repave with new asphalt concrete base B-PG 70-10 (leveling) course. Payment will be made per square foot of the cut areas. The asphalt pavement shall be cut by any acceptable method, which will produce the specified uniform or various thicknesses depth without gouging. The quantities of plane cuttings are approximate and may be increased or decreased at the option of the City. If any valve or manhole cover falls within the uniform or various thicknesses cold plane cut area, the existing asphalt concrete around the covers shall be cut to satisfaction of the City. The valve is to be protected from any loose material from entering. Immediately after cold plane cutting, temporary cold mix asphalt concrete ramps shall be constructed around each manhole and join lines for safe travel of vehicular traffic. These temporary ramps shall be removed prior to asphalt concrete paving. The cost of furnishing labor and material for temporary asphalt concrete cold mix ramps and removal shall be included in the various bid items, and no extra compensation will be paid to the Contractor. 4" thick uniform cold planning between 5' wide railroad tracks located on 26th Street east of Santa Fe Avenue will be paid as 2"- 4" variable cold planning bid item per square feet. The cost for uniform thickness cold planning of existing asphalt concrete during Cold Recycling process shall be included in Cold Recycling unit bid item cost and no extra compensation will be paid to the Contractor. ASPHALT CONCRETE BASE (LEVELING) COURSE Designated uniform or various thicknesses cold -planed areas on the plans shall be repaved immediately with asphalt concrete Class B-PG 70-10 prior to reopening to traffic. - F-32 - SPECIAL PROVISIONS These areas shall be free of moisture, cleaned of any loose materials, tacked and paved flush with the adjacent pavement. Asphalt concrete tickets will be collected and paid under the corresponding item. ASPHALT CONCRETE PAVEMENT RECONSTRUCTION Remove and dispose existing asphalt concrete pavement to a designated depth and re - compact top 6" of sub -grade to 95% relative compaction before constructing a new 8" thick Crushed Miscellaneous Base (CMB) and 7" thick asphalt concrete pavement base structure section with asphalt concrete Class B-PG 70-10. The final 2" thick asphalt concrete overlay shall be Class C2-PG 70-10 with added 2% latex rubber additive. ADJUST MANHOLE FRAME & COVER TO GRADE All the existing sewer, storm drain and water manhole covers and frames within the limit of construction areas shall be adjusted to grade after the street resurfacing has been completed. The contractor shall coordinate with electrical and telephone utility companies to raise their manhole frames and covers to grade. The unit price of raising manhole frame and cover on asphalt pavement or concrete pavement shall be the same price. The Contractor, as part of the paving operations, shall adjust all the utility (gas, water etc.) valves and survey monuments as necessary at no cost to the City. The City will furnish new extension sleeves when necessary and the Contractor shall install as directed by the City. LOWER & RE -RAISE (DOUBLE ADJUSTS) MANHOLE FRAME & COVER TO GRADE All the existing sewer, storm drain and water manhole covers and frames shall be lowered within the intersection of 26th Street at Soto Street and their approaches and re -raise them to the finished grade after the construction of 2" thick asphalt concrete overlay (cap). The cost for both lowering and re -raising (double adjusts) manhole frames and covers shall be paid only as a unit bid item per manhole and no extra compensation will be paid to the Contractor. The Contractor, as part of the paving operations, shall lower and re -raise (double adjusts) all the utility (gas, water etc.) valves and survey monuments as necessary at no cost to the City. The City will furnish new extension sleeves when necessary and the Contractor shall install as directed by the City. The Contractor shall free all the valve covers 300 feet ahead of the paving machine. Immediately after rolling, the valve covers must be raised or lowered to new grade to insure proper access. Existing valves must be exposed and accessible at all times. The valve covers that are unable to free and raise during paving operations shall be marked on new pavement or tie to - F-33 - SPECIAL PROVISIONS existing sidewalk and the Contractor shall raise or adjust the valve covers to the new finished grade within a week with no cost to the City. REPLACE LOCKING MANHOLE FRAME & COVER- WITH NON -LOCKING AND ADJUST TO GRADE All existing locking manhole frames and covers within the limit of construction areas shall be replaced with non -locking manhole frames and covers per City of Vernon Standard Plan No. SV 1363 and raised/adjusted to finished grade after the street resurfacing has been completed. The cost for replacing with new non -locking manhole frame and cover and raise/adjust to finished grade will be paid as a unit bid item for both work. An existing sewer manhole located on 261h Street west of Soto Street needs to lower, re - raise (double adjust) and also replace with new non -locking manhole frame and cover to finished grade and all the work will be paid as a replace locking manhole frame and cover and adjust to finished grade unit bid item and no extra compensation will be paid to the Contractor. The existing frame and covers,for all County of Los Angeles sewer manholes shall be re -used. V. TRAFFIC SIGNAL AND STRIPING IMPROVEMENTS G TRAFFIC SIGNAL REM OF SOTO STREET Al CATION AT An existing traffic signal system relocation and modification at the aforementioned location shall consist of removal and disposal/salvage/relocation of existing traffic signal improvement and reconstruction of the modified traffic signal system improvement at a slightly different location per plan and the 2006 Edition of the State of California Department of Transportation (Caltrans) Standard Plans and Specifications. All concrete work shall be formed according to the City of Vernon Standards. No wild pouring allowed. All concrete classifications are according to Standard Specification for Public Works Construction Section201-1.1.2. The removal, relocation and modification of an existing traffic signal system shall be per plans completed in place and in working order for a lump sum bid item cost except reinstallation of the new traffic detector loops at the intersection approaches shall be paid by traffic loop unit bid item. - F-34 - SPECIAL PROVISIONS TRAFFIC DETECTOR LOOP The traffic detector loops shall be 6' diameter, 4" deep, round, Type "E", according to the Caltrans Standard Plan ES-5B, and shall be constructed before the final 2" thick asphalt concrete overlay paving operations. For new concrete approaches, the Contractor shall sawcut the new concrete pavement and installs the new loops. Loops and "home runs" shall be cut 4 inches deep with the stub out cut to match. Home run loops shall be spliced in series and twisted at a rate of 3 turns per foot. Cut out, deburr, and place new 4 inches deep threaded ring for stub out. The cost of furnishing and installation of new traffic detector loops and "home runs" complete in place and in working order must be included in the traffic signal loop bid item and no extra compensation will be paid to the Contractor. SIGN AND POST FOR PARKING, TRAFFIC AND STREET The Contractor shall remove existing parking/traffic/street signs and posts carefully and deliver to the City Yard for salvage per plans. The City shall provide new signs and posts for the Contractor to reinstall at the same or new/different locations. The cost of removal and reinstallation of existing parking, traffic and street signs and posts shall be included in the various bid items, and no extra compensation will be paid to the Contractor. 3 new signs and metal posts shall be furnished and installed by the Contractor per plan on new sidewalk located southeast corner of 26th Street and Soto Street as part of the lump sum bid for traffic signal relocation and modification. TEMPORARY TRAFFIC LANE LINE MARKING Immediately after the recycled asphalt concrete base paving and final 2" overlay paving operations, the Contractor shall place temporary centerline and lane line marking on the streets according to the striping plans or specified by the City. The cost for installing temporary traffic lane line markings shall be included in the various bid items and no extra compensation will be paid to the Contractor. RE -STRIPE PAVEMENT MARKING AND INSTALL PAVEMENT MARKER The Contractor shall layout (cat track) all striping immediately after 2" thick asphalt concrete overlay. Once approved by the City, the striping of all the streets shall be installed with two coats of water based Pervo paint with beads or approved equal. The Contractor shall furnish the necessary control points for all existing striping and legend marking prior to removing them. Traffic striping shall be replaced upon the finished asphalt concrete pavement surface according to the plans. The Contractor shall be responsible for the completeness and accuracy of the layout and re -striping to the satisfaction of the City. The Contractor shall also install pavement markers - F-35 - SPECIAL PROVISIONS according to the striping plans. All striping and pavement markings shall conform to the latest edition of the Caltrans Standard Plan/Traffic Manual. A blue retro reflective raised pavement marker per Caltrans Traffic Manual Section 6-03.4, Figure 6-44 shall be placed on new asphalt pavement at all fire hydrant locations. The Contractor shall use City of Vernon's templates for legends, turn arrows, numbers etc. for striping. City of Vernon will lend the City's templates with no cost to the Contractor. Caltrans Standard Plans shall apply only to the lane line striping and pavement marking. The cost of preparing layout and furnishing control points must be included in the bid items, and no extra compensation will be paid to the Contractor. Paint Materials - The paint to be used on all work done under this contract shall be Pervo Paint Company, water -based traffic paint, 8010-20BMAX white, and 8010-20BMAX lead-free yellow, or approval equal. Paint shall be installed per manufacture's instructions and the Special Provisions. Thinner shall not be mixed with paint. Paint shall dry "tack free" within fifteen (15) minutes. Beads Materials - 1. Beads shall be colorless and free from milkiness. 2. No. 3 beads shall be used. 3. Beads shall be kept in a dry storage to prevent moisture absorption. 4. Beads shall be applied uniformly at the rate of five (5) pounds to seven (7) pounds of beads per gallon of paint.. 5. Beads shall be uniformly heated to not less than eighty (80) degrees Fahrenheit when applied. The cost of all paints, beads, other material and equipment required to complete the job must be included in the various bid items, and no extra compensation will be paid to the contractor. - F-3.6 - _,s SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) G - FEDERAL HIGHWAY ADMINISTRATION REQUIREMENTS SPECIAL PROVISIONS The following Special Provisions amend the Part 1 — General Provisions of Standard Specifications for Public Works Construction, 2009 Edition (Green Book). As a reference convenience, these Special Provisions have been arranged into a format which parallels the Standard Specifications G-1 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) Table of Contents PART 1 - GENERAL PROVISIONS SECTION 2 - SCOPE AND CONTROL OF WORK Page 2-1 AWARD AND EXECUTION OF CONTRACT........................................................ G-3 2-1.1 Local Agency Bidder - DBE Information.............................................................. G-3 2-3.4 Performance of Subcontractors........................................................................... G-3 SECTION 4 - CONTROL OF MATERIALS 4-2 BUY AMERICA REQUIREMENTS........................................................................ G-4 SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK ........... G-4 6-1.2 Commencement of the Work (Additions and Amendments) ........ G-4 ....................... 6-1.2.1 Labor Compliance Preconstruction Conference ............................................... G-4 6-1.2.2 Preconstruction Documents............................................................................. G-4 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-14 REQUIRED CONTRACT PROVISIONS FEDERAL AID CONSTRUCITION CONTRACTS (FHWA FORM 1273).................................................................... G-5 SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT........:................................................... 9-3.5 Prompt Progress Payment to Subcontractors ................... 9-3.6 Prompt Payment of Withheld Funds to Subcontractors........................................G-25 SECTION 10 -CONTRACT ASSURANCE 10-1 GENERAL..........................................................................................................G-25 G-2 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) PART 1 GENERAL PROVISIONS SECTION 2 — SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. 2-1.1 Local Agency Bidder DBE Information and UDBE Information. A "LOCAL AGENCY BIDDER DBE INFORMATION" and "LOCAL AGENCY BIDDER - UDBE INFORMATION" forms will be included with the Contract to be executed by the successful Bidder. The purpose of the form is to collect data required under49 CFR 26. Even if no DBE and UDBE participation will be reported, the successful Bidder must execute and return the form. The successful Bidder's "LOCAL AGENCY BIDDER - DBE INFORMATION" and "LOCAL AGENCY BIDDER - UDBE INFORMATION" forms should include the names, addresses and phone numbers of DBE.and UDBE firms that will participate, with a complete description of work or supplies to be provided by each, and the dollar value of each DBE and UDBE transaction. When 100 percent of a Contract item of work is not to be performed or furnished by a DBE or UDBE, a description of the exact portion of that work to be performed or furnished by that DBE or UDBE should be included in the DBE or UDBE information, including the planned location of that work. A successful Bidder certified. as a DBE or UDBE should describe the work it has committed to performing with its own forces as well as any other work that it has committed to be performed by DBE or UDBE subcontractors, suppliers and trucking companies. The successful Bidder is encouraged to provide written confirmation from each DBE or UDBE that the DBE or UDBE are participating in the Contract. A copy of a DBE's or UDBE's quote will serve as written confirmation that the DBE or UDBE are participating in the Contract. If a DBE or UDBE is participating as a joint venture partner, the successful Bidder is encouraged to submit a copy of the joint venture; agreement. The "LOCAL AGENCY BIDDER - DBE INFORMATION" and "LOCAL AGENCY BIDDER - UDBE INFORMATION" forms must be completed and returned to the Agency by the successful Bidder with the documents specified in the Instructions to Bidders. 2-3.4 Performance of Subcontractors. The subcontractors listed by the Contractor in conformance with Section 2-1.054, "Required Listing of Proposed Subcontractors," of the Standard Specifications, shall perform the work and supply the materials for which they are listed unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources. The Contractor should notify the Engineer in writing of any changes to its anticipated DBE participation. This notice should be provided prior to the commencement of that portion of the work. U-3 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) SECTION 4 — CONTROL OF MATERIALS 4-2 BUY AMERICA REQUIREMENTS. -- Attention is directed to the "Buy America" requirements of the Title 23 United States Code, Section 313 and the regulations adopted pursuant thereto. In accordance with said law and regulations, all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed, pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating, galvanizing, painting, and any other coating that protects or enhances the value of such steel or iron materials shall be considered a manufacturing process subject to the "Buy America requirements. A Certificate of Compliance, conforming to the provisions in Section 6-1.07, Certificates of Compliance, of the Standard Specifications, shall be furnished for steel and iron materials. The certificates, in.addition to certifying that the materials comply with the specifications, shall also specifically certify that all manufacturing processes for the materials occurred in the United States, except for the exceptions allowed herein. The requirements imposed by said law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of such materials used does not exceed one -tenth of one percent (0.1 %) of the total contract cost or $2,500, whichever is greater. The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of any foreign steel and iron prior.to incorporating such materials into the work. SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work. 6-1.2.1 Labor Compliance Preconstruction Conference. The Contractor ,and all its Subcontractors shall meet with representatives of the City before the start of construction. Discussion will include Equal Employment Opportunity requirements, State and Federal Safety requirement, and Labor Compliance requirements. The Contractor will be notified regarding the exact time and place of the conference. 6-1.2.2 Preconstruction Documents. In _addition to various preconstruction documents required elsewhere in the Standard Specifications and these Special Provisions, the Contractor shall submit the "Subcontractors' Certification with Regard to the Performance of Previous Contracts or Subcontracts" (required for all subcontracts over $10,000) to the City prior to the start of construction. G--4 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) SECTION 7 — RESPONSIBILITIES OF THE CONTRACTOR 7-14 REQUIRED CONTRACT PROVISIONS FEDERAL AID CONSTRUCTION CONTRACTS (FHWA FORM 1273). I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract: 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case.. The prime contractor shalt be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. 6. Selection of Labor: During the performance of this contract, the contractor shall not: a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when ap- plicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. IL. NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of 10,000 or more.) 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 G-S SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway.agency (SHA) and the Federal Government in carrying out EEO obligations andintheir review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, orwho recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once everysix months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings wilpbe conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by �e E p0 Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be browght to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants: To meet this requirement, the contractor will identify sources of potential minority group employees, and G-6 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements has the effect of discriminating against minorities orwomen, or obligates the contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, up- grading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following proce- dures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate. corrective action within a reasonable time. If the investigation indicates that the discrimination may affect per- sons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training pro- grams, i.e., apprenticeship, and on-the-job training programs for the geographical G-7 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) area of contract performance. Where feasible, 25 percent of apprentices or trainees. in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying. employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive pos- session of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with, a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclu- sive referral failed to refer minority employees.) In the event the union referral prac- tice prevents the contractor from meeting the obligations pursuant to ExecutiveOrder 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. G-8 i SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a.' The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 26, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best-efforts to ensure subcontractor compliance with their EEO obligations: 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non -minority group em- ployees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on-the-job training is.be- ing required by special provision, the contractor will be required to collect and report training data. G " J SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) III. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a.. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agreement or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location', under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate .facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms, and other. storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided.for employees which are segregated by explicit directive; or are, in fact, segregated on the basis of race, color, religion; national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from. proposed subcontractors or material suppliers prior to award of subcontracts or con- summation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural mi- .nor collectors, which are exempt.) 1 General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent de- duction or rebate on any account [except such payroll deductions as are permitted by reggulations (29 CFR 3)] issued ,by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c) the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and. such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcon- tractors at the site of the work in a prominent and accessible place where it can be G-10 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2). of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and.fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including. the amount designated for fringe benefits where apppropriate), a report of the action taken shall be sent by. the contracting officer to the KL, Administrator of the Wagge and Hour Division, Employment Standards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disa prove every additional classification action within 30 days o preceipt and so advise pthe contracting officer or will notifythe contracting officer within the 30-day period that additional time is necessary. g Y d. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to' the Wage and Hour G-11. SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) Administrator for determination. Said Administrator, oran authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph.2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day, on which work is performed in the classification. 3. Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages.of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor .may require the contractor to set aside in a separate account assets for the meeting. of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the pro- gram, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman -level employees on.the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually, performed. In addition, any apprentice performing work on thejobsite in excess of the ratio permitted under the registered program shall be paid not less than the G-12 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a localityother than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the appprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate specifed in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify frin e benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: (1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a pprogram which has received prior approval, evidenced by formal certification by the DOL, Employment and Training Administration; (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted Under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training flan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work, actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate .on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the Journeyman -level hourly rate specified. in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless, the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate .on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified G-13 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under an approved definition, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by,the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen,: or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for.his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States(in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such con- tract or any other Federal contract with the same prime contractor, or any other Federally -assisted, contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy, any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AND PAYROLLS (A plicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural col- lectors, which are exempt:) 1. Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain thename; social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipate d for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall ,contain a notation indicating whether the employee. does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, ppursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to pprovide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage.rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages aid each of its employees (includingapprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on -work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely -all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. G-15 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and:_fringe benefits or cash equivalent for the classification of worked per- formed, as specified in the applicable wage determination incorporated into the contract. e. The weekly. submission of a properly executed certification set forth on the reverse side of Optional Form W H-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 3f U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspection, copying, or transcription by authorized representatives of the SHA, the FHWA, or the OL, and shall permit such represen- tatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant,. or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form. FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1 b relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. -2c SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the Agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract pricebefore computing the amount of work required to be performed by the contractor's own organization (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VI I is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations . (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary, to assure the performance of the contract. 2. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. -Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Vill.SAFETY: ACCIDENT PREVENTION 1 In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 Cpn 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). G-17 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the pro�ject perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion; or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever being an officer, agent,. or employee of the United States, or any State or Territory, or whoever, whether a person, .association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingl,y makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented, Shall be fined not more that $10, 000 or imprisoned not more than 5 years or both. " X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT Applicable to all, Federal -aid construction contracts and to all related subcontracts of 100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et seq., as amended by Pub. L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq., as amended by Pub. L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U:S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean AirAct and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. G-1B SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That thefirm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such requirements. XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOL- UNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transactions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective par- ticipant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the de- partment or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explana- tion shall disqualify such a person from participation in this transaction. C. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Gov- ernment, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "princi- pal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this G - 19 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Inel- igibility and Voluntary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all. lower tier covered transactions andin all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineli- gible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, if a pparticipant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal de- partment or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; viola- tion of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently, indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the. offenses enumerated in paragraph 1 b of this certification; and d. Have not within a 3-year period preceding this a plication/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an expla- nation to this proposal. G-20 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) 2. Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of 25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension,, and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible, "primary covered transaction," "participant, "person," "principal," "proposal," and "voluntarily excluded, as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lowertier participant agrees by submitting this proposal that, should the proposed covered` transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily- excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated f. The prospective lower tier participant further agrees by submitting this proposal that it. will include this clause titled "Certification Regarding Debarment, Suspension, In- eligibility and Voluntary ,Exclusion -Lower Tier Covered_ Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineli- gible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. G-21 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) Certification Regarding Debarment, Suspension, Ineligibility and Voluntary. Exclusion -Lower Tier Covered Transactions 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred suspended, proposed for debar- ment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an expla- nation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belie, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting toinfluencean officer or employee of any Federal agencyy,� a Member of Congress, an officer or employee of Congress, or an employee of a 1Vlember of Congress in connection with this Federal contract, rant, loan, or cooperative agreement, the undersigned shall complete and submit Stan- dard' Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making. or entering into this transaction imposed by 31 U.S.C. 1352. Any personwho fails to file the required certification shall be subject to'a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require thaf the language of this certification be included in all lower tier sub - .contracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. FEDERAL -AID FEMALE AND MINORITY GOALS In accordance with Section II, "Nondiscrimination," of "Required Contract Provisions Federal -aid Construction Contracts" the following are the goals for female utilization: Goal for Women (applies nationwide) .............. (percent) ........................................ 6.9 The following are goals for minority utilization: CALIFORNIA ECONOMIC AREA 174 Redding, CA: Goal (Percent) G-22. SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) Non-SMSA Counties.................................:.................................6.8 CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehama. 175 Eureka, CA: Non-SMSA Counties............................:...................................... 6.6 CA Del Norte; CA Humboldt; CA Trinity. 176 San Francisco -Oakland -San Jose, CA: SMSA Counties: 7120 Salinas -Seaside - Monterey, CA.... :.................. .........:................................. 28.9 CA Monterey. 7360 San Francisco -Oakland, CA ........................................ 25.6 CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo. 7400 San Jose, CA............................................................... 19.6 CA Santa Clara. 7485 Santa Cruz, CA............................................................ 14.9 CA Santa Cruz. 7500 Santa Rosa, CA............................................................ 9.1 CA Sonoma. 8720 Vallejo -Fairfield- Napa, CA .......................................... 17.1 CA Napa; CA Solano Non-SMSA Counties ................. 23.2 CA Lake; CA Mendocino; CA San'Benito. 177 Sacramento, CA: SMSA Counties: 6920 Sacramento, CA.. ...... ........... A.....:.....:........................... 16.1 CA Placer; CA Sacramento; CA Yolo. Non-SMSA Counties.................................................................. 14.3 CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba. 178 Stockton -Modesto, CA: SMSA Counties: 5170 Modesto, CA............................................................... 12.3 CA Stanislaus. 8120 Stockton, CA...............................................................24.3 CA San Joaquin. Non-SMSA Counties.................................................................. 19.8 CA Alpine; CA Amador; CA Calaveras; CA Mariposa; G-23 SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) CA Merced; CA Tuolumne. 179 Fresno -Bakersfield, CA: SMSA Counties: 0680 Bakersfield', CA...........................................................19.1 CA Kern. . 2840 Fresno, CA................................................................. 26.1 CA Fresno. Non-SMSA Counties..........:........................................I............... 23.6 CA Kings; CA Madera; CA Tulare. 180 Los Angeles, CA: SMSA Counties: 0360 Anaheim -Santa Ana -Garden Grove, CA................::..................................................... 11.9 CA Orange. 4480 Los Angeles -Long Beach, CA....................................................................... 28.3 CA Los Angeles: 6000 Oxnard -Simi Valley - Ventura, CA..................................................................... 21.5 CA Ventura. 6780 Riverside -San Bernardino - Ontario, CA ...................... . ............................................... 19.0 CA Riverside; CA San Bernardino. 7480 Santa Barbara -Santa Maria - Lompoc, CA.......:........................................................... 19.7 CA Santa Barbara. Non-SMSA Counties................................................................. 24.6 CA Inyo; CA Mono; CA San Luis Obispo: 181 San Diego, CA: SMSA Counties 7320 San Diego, CA............................................................ 16.9 CA San Diego. Non-SMSA Counties............................................................. 18.2 CA Imperial. In addition to the reporting requirements set forth elsewhere in this contract the Contractor and subcontractors holding subcontracts, not including material suppliers, of $10,000 or more, shall submit for every month of July during which work is performed, employment data as contained under Form FHWA PR-1391 (Appendix C to 23 CFR, Part 230), and in accordance with the instructions included thereon. G-2? SPECIAL PROVISIONS FOR FEDERAL AID PROJECT ID No. ESPL-5139(011) SECTION 9 — MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.5 Prompt Progress Payment to Subcontractors. The Contractor or Subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the City's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction and other remedies of that section. This requirement shall not be construed to Limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. This provision applies to all DBE, UDBE and non -DBE subcontractors. 9-3.6 Prompt Payment of Withheld Funds to Subcontractors. The Agency shall hold retainage from the Contractor and shall make prompt. and regular incremental acceptances of portions, as determined by the City, of the Contract Work, and pay retainage to the Contractor based on.these acceptances. The Contractor, or Subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the Contract Work by the City. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for goodcause and with the City's prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient. subcontract performance, or noncompliance by a subcontractor. This provision applies to all DBE, UDBE and non -DBE prime contractors and subcontractors. SECTION 10 —CONTRACT ASSURANCE 10-1 GENERAL The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR, Part 26 in the award and administration of DOT -assisted contracts. Failure bythe contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as recipient deems appropriate. G-25 H. QUALITY ASSURANCE PROGRAM AP 4305 S Santa Fe. Avenue • Vernon CA 90058 • (323) 583-8811 PAX (323) 826-1435 QUALITY ASSURANCE PROGRAM (QAP) City of Vernon The purpose of this program is to provide assurance that the materials incorporated into the construction projects are in conformance with the contract specifications. This program should be updated every five years or more frequent if there are changes of the testing frequencies or to the tests themselves. To accomplish this purpose, the following terms and definitions be used: DEFINITION OF TERMS • Acceptance Testing (AT) — Sampling and testing, or inspection, to determine the degree of compliance with contract requirements. • Independent Assurance Program (IAP) Verification that AT is being performed laboratories, g correctly b p Y y qualified testers and • Quality Assurance Program( (OAP) — A sampling and testing program that will provide assurance that the materials and workmanship incorporated into the construction project are in conformance with the contract specifications. The main elements of a QAP are the AT, and IAP. • Source Inspection — AT of manufactured and prefabricated materials at locations other than the job site, generally at the manufactured location. MATERIALS LABORATORY The City of Vernon will use a private consultant materials laboratory to perform AT on Federal -aid and other designated_ projects. The materials laboratory shall be under the responsible management of a California registered Engineer with experience in sampling, inspection and testing of construction materials. The Engineer shall certify the results of all tests performed by laboratory personnel under the Engineer's supervision. The materials laboratory shall contain certified test equipment capable of performing the tests conforming to the provisions of this QAP. The materials laboratory used shall provide documentation that the laboratory complies with the following procedures: 1. Correlation Testing Program—. The materials laboratory shall be a participant in one or more of the following testing programs: a. AASHTO Materials Reference Laboratory (AMRL) b. Cement and Concrete Reference Laboratory (CCRL) c. Caltrans' Reference Samples Program (RSP) 2• Certification of Personnel — The materials laboratory shall employ personnel who are certified by one or more of the following; a. Caltrans District Materials Engineer b. Nationally recognized non-Caltrans organizations such as the American Concrete Institute, Asphalt, National Institute of Certification of Engineering Technologies, etc. c. Other recognized organizations approved by the State of California and/or Recognized by local governments or private associations. 3. Laboratory and Testing Equipment — The materials laboratory shall only use laboratory and testing equipment that is in good working order. All such equipment shall be calibrated at least once each year. All testing equipment must be calibrated by impartial means using devices of accuracy traceable to the National Institute of Standards and Technology. A decal shall be firmly affixed to each piece of equipment showing the date of the last calibration. All testing equipment calibration decals shall be checked as part of the IAP. ACCEPTANCE TESTING (AT) AT will be performed by a materials laboratory certified to perform the required tests. The tests results will be used to ensure that all materials incorporated into the project are in compliance with the contract specifications, Testing methods will be in accordance with the CT Methods or a national recognized standard (i.e., AASHTO, ASTM, etc.) as specified in the contract specifications. Sample locations and frequencies may be in accordance with the contract specifications. If not so specified in the contract specifications, samples shall be taken at the locations and frequencies as shown in Attachment #1 (Appendix D, "Acceptance Sampling and Testing Frequencies" of the QAP Manual). INDEPENDENT ASSURANCE PROGRAM 1A.P shall be provided by personnel from Caltrans, the City of Vernon's certified materials laboratory, s certified materials laboratory. LAP will be used to verify that sampling and testing procedures are being performed properly and that all testing equipment is in good condition and properly calibrated. IAP personnel shall be certified in all required testing procedures, as part of -LAP, and shall not be involved in an aspect of AT. 1AP shall be performed on every type of materials test required for the project. Proficiency tests shall be performed on Sieve Analysis, Sand Equivalent, and Cleanness Value tests. All other types of IAP shall be witness tests. Poor correlation between acceptance tester's results and other test results may indicate probable deficiencies with the acceptance sampling and testing procedures. In cases of unresolved discrepancies, a complete review of AT shall be performed by LAP personnel, or an independent materials laboratory chosen by the City of Vernon. UP samples and tests are not to be used for determining compliance with contract requirements. Compliance with contract requirements only by AT. is determined REPORTING ACCEPTANCE TESTING RESULTS The following are time periods for reporting material test results to the Resident Engineer: • When the aggregate is sampled at material plants, test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 24 hours after sampling. When materials are sampled at the job site, test results for compaction and maximum density should be submitted to the Resident Engineer within 24 hours after sampling. • When soils and aggregates are sampled at the job site- (1) Test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 72 hours after sampling. (2) Test results for "R" Value and asphalt concrete extraction should be submitted to the Resident Engineer within 96 hours after sampling, When sampling products such as Portland Cement Concrete (PCC), cement -treated base (CTB), hot mix asphalt (HMA), and other such materials; the time of such sampling shall be varied with respect to the time of the day insofar as possible, in order to avoid a predictable sampling routine. The reporting of AT results, if not performed by the Resident Engineer's staff, shall be done on an expedited basis such as by fax or telephone. TESTING OF MANDFACTiTRED MATERIALS During the Design phase of the project, the Project Engineer may submit a "Source Inspection Request" see Attachment#2 (Exhibit 16-V of the LAPM) to the City of Vernon, consultant, or Caltzans for inspection and testing of manufactured and prefabricated materials by their materials laboratory. A list of materials that�can be typically accepted on the basis of certificates of compliance during construction is found in Attachment #3 (Appendix F of the QAP Manual). All certificates of compliance shall conform to the requirements of the contract specifications, for examples see Attachment #4 (Appendix J of the QAP Manual). Should the City of Vernon request Caltrans to conduct the source inspection, and the request is accepted, all sampling, testing, and acceptance of manufactured and prefabricated materials will be performed by Caltrans' Office of Materials Engineering and Testing Services. For Federal -aid projects on the National Highway System (NHS), Caltrans will assist in certifying and the acceptance samplers and testers. For Federal -aid projects off the NHS, Caltrans may bble to materials certifying the materials laboratory, and the acceptance samplers and testers. PROJECT CERTIFICATION Upon completion of a Federal -aid project, a "Materials Certificate" shall be completed by the Resident Engineer. The City of Vernon shall include a "Materials Certificate" in the Report of Expenditures submitted to the Caltrans District Director, Attention: District Local Assistance Engineer. A copy of the "Materials Certificate" shall also be included in the City of Vernon's construction records. The Resident Engineer in charge of the construction function for the City of Vernon shall sign the certificate. All materials incorporated into the work which did not conform to specifications must be explained and justified on the "Materials Certification", including changes by virtue of contract change orders. See Attachment # 5 for an example (Appendix K of the QAP Manual). RECORDS All material records of samples and tests, material releases and certificates of compliance for the construction project shall be incorporated into the Resident Engineer's project file. If a Federal -aid project: The files shall be organized as described in Section 16.8 "Project Files" of the Local Assistance Procedures Manual. • It is recommended that the complete project file be available at a single Iocation for inspection by Caltrans and Federal Highway Administration (FHWA) personnel. The project files shall be available for at least three years following the date of final project voucher. The use of a "Log Summary," as shown in Appendix H of the QAP Manual, facilitates reviews of material sampling and testing by Caltrans and FHWA and assists the Resident Engineer in tracking the frequency of testing. APPROVED BY: (s. NAME: Samuel Kevin Wilson P.E. TITLE: Director of Cominunily Services & Water (City of Vernon) (CE# and Expiration Date) DATE: S—lY G9j I. FEDERAL MINIMUM WAGE RATES The Federal Minimum Wage Rates in effect 10 days prior to bid opening shall be the applicable wages throughout the term of the project. For up to date, current rates, please see the website, hLtp://www.gpo.gov/davisbacon/ca.html General Decision Number: CA100033 07/23/2010 CA33 Superseded.General Decision Number: CA20080033 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Los Angeles County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number 0 1 2 3 4 5 6 7 ASBE0005-002 01/01/2010 Publication Date 03/12/2010 03/26/2010 04/02/2010 04/16/2010 06/04/2010 06/25/2010 07/02/2010 07/23/2010 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) ..... $ 32.93 15.32 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) ...........................$ 24.2i 13.76 ASBE0005-004 01/01/2010 Rates Fringes Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) .... $ 18.85 8.03 ---------------------------------------------------------------- BOIL0092-003 10/01/2009 Rates Fringes BOILERMAKER .......................$ 40.22 22.26 ---------------------------------------------------------------- BRCA0004-007 05/01/2010 Rates Fringes BRICKLAYER; MARBLE SETTER ........ $ 36.00 12.15 ---------------------------------------------------------------- BRCA0018-004 06/01/2008 Rates Fringes MARBLE FINISHER.. ................$ 25.52 9.08 TILE FINISHER ....................$ 21.07 7.88 TILE LAYER .......................$ 32.05 11.99 ---------------------------------------------------------------- BRCA0018-010 09/01/2009 Rates Fringes TERRAZZO FINISHER ................$ 26.59 9.62 TERRAZZO WORKER/SETTER ........... $ 33.63 10.46. ---------------------------------------------------------------- CARP0409-001 07/01/2010 Rates Fringes CARPENTER (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer ...................$ 37.35 11.08 (2) Millwright ..............$ 37.85 11.08 (3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) ................$ 37.48 11.08 (4) Pneumatic Nailer, Power Stapler.. .............$ 37.60 11.08 (5) Sawfiler...............$ 37.44 11.08 (6) Scaffold Builder ....... $ 28.55 11.08 (7) Table Power Saw Operator ....................$ 37.45 11.08 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. Certified Welder - $1.00 per hour premium. ---------------------------------------------------------------- CARP0409-002 07/01/2008 Rates Fringes Diver (1) Wet .....................$ 663.68 9.82 (2) Standby .................$ 331.84 9.82 (3) Tender ..................$ 323.84 9.82 (4) Assistant Tender ........ $ 299.84 9.82 Amounts in "Rates' column are per day CARP0409-005 07/01/2010 Rates Fringes Drywall DRYWALL INSTALLER/LATHER .... $ 37.35 11.08 STOCKER/SCRAPPER ............ $ 10.00 6.67 ---------------------------------------------------------------- CARP0409-008 07/01/2008 Rates Fringes Modular Furniture Installer......$ 19.00 7.41 ELECO011-004 02/01/2010 Rates Fringes ELECTRICIAN (INSIDE ELECTRICAL WORK) Journeyman Electrician ...... $ 36.65 3%+19.77 ELECTRICIAN (INTELLIGENT TRANSPORTATION SYSTEMS Street Lighting, Traffic Signals, CCTV,and Underground Systems) Journeyman Transportation Electrician .................$ 36.65 19.97+1.10 Technician ..................$ 27.49 3%+19.97 FOOT NOTE: CABLE SPLICER & INSTRUMENT PERSON: Recieve 5% additional per hour above Journeyman Electrician basic hourly rate. TUNNEL WORK: 10% additional per hour. SCOPE OF WORK TRANSPORTATION SYSTEMS ELECTRICIAN: Installation of street lights and traffic signals,including electrical circuitry, programmable controllers, pedestal -mounted electrical meter enclosures and laying of pre -assembled multi -conductor cable in ducts, layout of electrical systems and communication installation, including proper position of trench depths and radius at duct banks, location for man holes, pull boxes, street lights and traffic signals. Installation of underground ducts for electrical telephone, cable television and communication systems. Pulling,termination and splicing of traffic signal and street lighting conductors and electrical systems including interconnect,detector loop, fiber optic cable and video/cable. TECHNICIAN: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect, detector loop, fiber optic cable and video/data. ---------------------------------------------------------------- * ELEC0011-005 02/01/2010 COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems) Rates Fringes Communications System Installer ...................$ 26.99 3%+8.64 Technician ..................$ 28.79 3%+8.64 SCOPE OF WORK The work covered shall include the installation, testing, service and maintenance, of the following systems that utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi -media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock systems. A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems SCADA (Supervisory control/data acquisition PCM (Pulse code modulation) Inventory control systems Digital data systems Broadband & baseband and carriers Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data systems B. Sound and Voice Transmission/Transference Systems Background -Foreground Music Intercom and Telephone Interconnect Systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School Intercom and Sound Systems Burglar Alarm Systems Low -Voltage Master Clock Systems Multi-Media/Multiplex Systems Telephone Systems RF Systems and Antennas and Wave Guide C. *Fire Alarm Systems -installation, wire pulling and testing. D. Television and Video Systems Television Monitoring and Surveillance Systems Video Security Systems Video Entertainment Systems Video Educational Systems CATV and CCTV E. Security Systems, Perimeter Security Systems, Vibration Sensor Systems Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems *Fire Alarm Systems 1. Fire Alarms -In Raceways: Wire and cable pulling in raceways performed at the current electrician wage rate and fringe benefits. Installation and termination of devices, panels, startup, testing and programmming performed by the Technician. 2. Fire Alarms -Open Wire Systems: installed by the Technician. ---------------------------------------------------------------- ELEC1245-001 06/01/2009 Rates Fringes LINE CONSTRUCTION (1) Lineman; Cable splicer..$ 44.47 13.11 (2) Equipment specialist' (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment) ........... $ 35.52 12.07 (3) Groundman...............$ 27.17 11.82 (4) Powderman...............$ 39.71 12.23 HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day ---------------------------------------------------------------- ELEV0018-001 01/01/2010 Rates Fringes ELEVATOR MECHANIC ................$ 45.33 20.035 FOOTNOTE: PAID VACATION: Employer contributes 80 of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. ---------------------------------------------------------------- ENGI0012-003 07/01/2009 . Rates Fringes OPERATOR: Power Equipment (All Other Work) GROUP 1... .... .........$ 36.83 17.22 GROUP 2....................$ 37.61 17.22 GROUP 3....................$ 37.90 17.22 GROUP 4....................$ 39.39 17.22 GROUP 5....................$ 40.49 17.22 GROUP 6....................$ 39.61 17.22 GROUP 7........ ..........$ 40.71 17.22 GROUP 8....................$ 39.7.2 17.22 GROUP 9....................$ 40.82 17.22 GROUP.10 ....................$ 39.84 17.22 GROUP 11....................$ 40.94 17.22 GROUP 12....................$ 40.01 17.22 GROUP 13....................$ 40.11 17.22 GROUP 14... ......... ....$ 40.14 17.22 GROUP 15....................$ 40.22 17.22 GROUP 16...... ...........$ 40.34 17.22 GROUP 17....................$ 40.51 17.22 GROUP 18....................$ 40.61 17.22 GROUP 19....................$ 40.72 17.22 GROUP 20....................$ 40.84 17.22 GROUP 21....................$ 41.01 17.22 GROUP 22....................$ 41.11 17.22 GROUP 23........ ...........$ 41.22 17.22 GROUP 24....................$ 41.34 17.22 GROUP 25....................$ 41.51 17.22 OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting) GROUP 1.........:.........$ 38.18 17.22 GROUP 2....................$ 38.96 17.22 GROUP 3....................$ 39.25 17.22 GROUP 4....................$ 39.39 17.22 GROUP 5....................$ 39.61 17.22 GROUP 6....................$ 39.72 17.22 GROUP 7.. ................$ 39:84 17.22 GROUP 8....................$ 40.01 17.22 GROUP 9........... .......... $ 40.18 17.22 GROUP 10....................$ 41.18 17.22 GROUP 11....................$ 42.18 17.22 GROUP 12....................$ 43.18 17.22 GROUP 13....................$ 44.18 17.22 OPERATOR: Power Equipment (Tunnel Work) GROUP 1....................$ 38.68 17.22 GROUP 2....................$ 39.46 17.22 GROUP 3....................$ 39.75 17.22 GROUP 4 ....................$ 39.89 17.22 GROUP 5 ....................$ 40.11 17.22 GROUP 6 ....................$ 40.22 17.22 GROUP 7 ....................$ 40.34 17.22 PREMIUM PAY: $3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator -inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2c Asphalt -rubber plant operator (nurse tank operator); Concrete mixer operator -skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt -rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power -driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift) GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanicalberm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary -Johnson -Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 7: Welder - General GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast -in -place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt - loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber -tired earth -moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber -tired scraper operator (self -loading paddle wheel type -John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine.operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP.9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types -Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types -drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except Quad 9 cat.); Rubber -tired earth -moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified. GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading- two (2) or more units) GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.) GROUP 15: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine -up to and including 25 yds. struck) GROUP 16: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 24: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A -frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge -type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western or similar type); Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar .types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 _ tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power -driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser ,(grease truck); Slip form pump operator (power -driven hydraulic lifting device for concrete forms); Tugger hoist operator (l drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber -tired, rail.or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGINEERS ZONES $1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE•& SAN BERNARDINO Counties as defined below: That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the NW i�,% of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the W !Z% of the N iZ% of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE iZ% of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE !Z% of Section 34, T32S, R30E, MDM. Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM. Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM. Continue S along west boundary of RlE, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of Tls, SBM (Riverside County Line) to SW corner of T15, RIOE, SBM. Continue S along west boundary of R10E, SBM to Imperial County,line at the SW corner of T8S, R10E, SBM. Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM $1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM. Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM. -Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE i,�% of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W. Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM. $2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below: That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the W i6% of the NW i6% of Section 2, T8S, R29E, MDM. Continue SSE along the entire western boundary of Inyo County; until the intersection with Kern County at the point which is the SW corner of the SE iZ'% of Section 32, T24S, R37E, MDM. Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the W !Z% of the NW !ZM of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW lz% of Section 6, T27S, R42E, MDM. Continue E in a straight line to the California -and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM. REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE ---------------------------------------------------------------- ENGI0012-004,,08/01/2009 Rates Fringes OPERATOR: Power Equipment (DREDGING) (1) Leverman................$ 44.83 17.22 (2) Dredge dozer ............ $ 40.36 17.22 (3) Deckmate................$ 40.25 17.22 (4) Winch operator (stern winch on dredge) ............. $ 39.70 17.22 (5) Fireman -Oiler, Deckhand, Bargeman, Leveehand...................$ 39.16 17.22 (6) Barge Mate ..............$ 39.77 17.22 ------------------- --------------------------------------------- IRON0002-004 07/01/2010 Rates Fringes Ironworkers: Fence Erector ...............$ 26.58 15.26 Ornamental, Reinforcing, and Structural ..............$ 33.00 23.73 PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations: Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0300-001 07/01/2008 Rates Fringes Brick Tender .....................$ 27.17 13.75 ---------------------------------------------------------------- LABO0300-003 01/01/2010 Rates LABORER (GUNITE) GROUP 1......................$ 30.04 GROUP 2.....................$ 29.09 GROUP 3.....................$ 25.55 LABORER (TUNNEL) GROUP 1.....................$ 31.24 GROUP 2.....................$ 31.56 GROUP 3.....................$ 32.02 GROUP 4.....................$ 32.71 LABORER GROUP I .....................$ 26.33 GROUP 2.....................$. 26.88 GROUP 3.....................$ 27.43 GROUP 4.....................$ 28.98 GROUP 5.....................$ 29.33 Fringes 17.37 17.37 17.37 15.04 15.04 15.04 15.04 14.75 14.75 14.75 14.75 14.75 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair'or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a'portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike -off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt -rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all ,concrete pouring operations GROUP 2: Asphalt shoveler;,Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of _same); Hydro seeder and similar type; Impact wrench multi -plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand -propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or.sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand -guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No -joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Porta Shot -Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.); Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other.pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Rodmen, Nozzlemen 0 GROUP 2: Gunmen GROUP 3: Reboundmen ---------------------------------------------------------------- LAB00300-005 08/05/2009 Rates Fringes LABORER PLASTER CLEAN-UP LABORER .... $ 26.65 14.70 PLASTER TENDER ..............$ 29.20 14.70 ---------------------------------------------------------------- LAB00882-002 01/01/2010 Rates Fringes Asbestos Removal Laborer ......... $ 26.15 14.25 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos -containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. * LABO1184-001 07/01/2010 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1) Drilling Crew Laborer...$ 27.05 11.65 (2) Vehicle Operator/Hauler`.$ 27.22 11.65 (3) Horizontal Directional Drill Operator ..............$ 29.07 11.65 (4) Electronic Tracking Locator .....................$ 31.07 11.65 Laborers: (STRIPING/SLURRY SEAL) GROUP 1.....................$ 28.50 13.56 GROUP 2.....................$ 29.80 13.56 GROUP 3.....................$ 31.81 13.56 GROUP 4.....................$ 33.55 13.56 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2:,Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermoplastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment ---------------------------------------------------------------- PAIN0036-001.01/01/2010 Rates Fringes Painters: (Including Lead Abatement) (1) Repaint .................$ 26.05 9.41 (2) All Other Work .......... $ 29.32 9.41 REPAINT of any previously painted structure. Exceptions: work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities. ---------------------------------------------------------------- PAIN0036-006 01/06/2010 Rates Fringes DRYWALL FINISHER/TAPER Antelope Valley North of the following Boundary: Kern County Line to Hwy. #5, South of Hwy. #5 to Hwy. N2, East on N2 to Palmdale Blvd., to Hsy. 414, South to Hwy. #18, East to Hwy. #395........... $ 29.19 12.19 Remainder of Los Angeles County ......................$ 33.22 12.19 PAIN0036-015 01/01/2010 Rates Fringes GLAZIER ......................:...$ 36.90 18.71 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up ---------------------------------------------------------------- PAIN1247-002 01/01/2010 Rates Fringes SOFT FLOOR LAYER ..................$ 30.85 10.54 ---------------------------------------------------------------- PLAS0200-009 08/05/2009 Rates Fringes PLASTERER ........................$ 35.41 9.88 ---------------------------------------------------------------- PLAS0500-002 07/01/2010 Rates Fringes CEMENT MASON/CONCRETE FINISHER ... $ 29.50 19.85 ---------------------------------------------------------- PLUM0016-001 07/01/2009 Rates Fringes PLUMBER/PIPEFITTER (1) Work on strip malls, light commercial, tenant improvement and remodel work ........................$ 28.84 14.47 (2) Work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space .................$ 35.97 15.86 (3) All other work .......... $ 37.10 16.84 ---------------------------------------------------------------- PLUM0250-002 01/02/2006 Rates Fringes REFRIGERATION MECHANIC Refrigeration Fitter ........ $ 33.30 13.95 ---------------------------------------------------------------- PLUM0345-001 07/01/2009 Rates Fringes PLUMBER Landscape/Irrigation Fitter.$ 26.70 13.84 Sewer & Storm Drain Work .... $ 25.18 15.67 ----------------------------------------------------------------- ROOF0036-002 08/01/2009 Rates Fringes ROOFER ...........................$ 33.15 8.47 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. ----------------------------------------------------------------- SFCA0669-013 01/01/2009 DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER .................$ 32.65 16.05 ---------------------------------------------------------------- SFCA0709-005 01/01/2010 THE CITY OF POMOMA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER (Fire) .......... $ 39.08 21.95 ---------------------------------------------------------------- SHEE0105-002 01/01/2010 LOS ANGELES (South of a straight line between gorman and Big Pines includingg Catalina Island) Rates Fringes SHEET METAL WORKER (1) Light Commercial: Work on general sheet metal and heating and AC up to 4000 sq ft.......................$ 24.52 6.62 (2) Modernization Excluding New Construction - Under 5000 sq. ft. Does not include modification, upgrades, energy management, or conservation improvements of central heating and AC equpment....................$ 24.52 6.92 ---------------------------------------------------------------- * SHEE0105-003 07/01/2010 LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes SHEET METALWORKER (1) Commercial - New Construction and Remodel work ........................$ 42.54 17.72 (2) Industrial work including air pollution control systems, noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating systems for human comfort ... $ 35.56 22.90 *- SHEE0105-004 07/01/2010 KERN (Excluding portion East of Hwy 395) & LOS ANGELES (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) COUNTIES Rates Fringes SHEET METAL WORKER ...............$ 34.11 16.17 ---------------------------------------------------------------- TEAM0011-002 07/01/2008 Rates Fringes TRUCK DRIVER GROUP 1........... .......$ 26.44 18.24 GROUP 2. ..................$ 26.59 18.24 GROUP 3....................$ 26.72 18.24 GROUP 4....................$ 26.91 18.24 GROUP 5....................$ 26.94 18.24 GROUP 6....................$ 26.97 18.24 GROUP 7....................$ 27.22 18.24 GROUP 8....................$ 27.47 18.24 GROUP 9....................$ 27.67 18.24 GROUP 10....................$ 27.97 18.24 GROUP 11....................$ 28.47 18.24 GROUP 12....................$ 28.90 18.24 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, E1 Centro Naval Facility, Fort Irwin, Marine Corps Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello,,Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds.; Dumperete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull —single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments GROUP 12: Boom Truck 17K and above ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation.to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See`29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION J. STANDARD PLANS CITY O'F VERNON CONSTRUCTION PROJECT PROJECT NAME 4'-p„. SCHEDULED TO BEGIN Mo„ . DATE A,M. TO P.M. EXPECT .TRAFFIC DELAYS s" 5 NOTES: 1. ALL FRAMING LUMBER TO 13E .Z" x 6" S4S , D.F. 2. ENURE . SIGN, INCLUDING FRAMING, TO. BE PAINTED WITH TWQ COATS OF EXTERIOR OIL BASE WHITE PAINT, 3. LEMING TO' BE DOREAN BLACK BY QUALIFIED SIGN PAINTER ' AND TO THE .SAT(SFACTIoN OF THE F4JGINEER, 4. SIGNS TO BE MAINTAINED IN A CONDITION SOS- WTORY To . THE ENCINMR. 5, SIGNS TO BE FURNISHED BY CO,NTRAGTOR AND INµ STAI,LED. AND MOVED BY CoNTRACTOR AS .DIREctm BY THE ENGIN t, NO OONSTRU01ION SHALL COM- MENCE ' UNTIL SIGNS ARE IN PLAGE, STANDARD CONSTRUCTION N INN qrfy, Of VERNoN . . STANDARD PLAN 1 Curb Face Steel Trowel 8 Fine Holr Broom Finish I Noriable Vorla b I 12* 6" Wood Slope•• Float Finish AM— 520-C-2500 Cement Concrete 6"C. M. Base ase CURB AND GUTTER CURB ELEVATION w J a.. J w a F- -'I w a. W U 0 7 • ?i a:W Q7 C ACCESS RAMP ►- .' ACCESS RAMP a .: 0 0_ w ' w: • ' . a a.: pJ Ui wl m, BCR EXP JT !V/ EXP JT --- EXP JT EXP JT EXP JT EXP JT WPJ . I WPJ • WEAKENED PLANE JOINT j EXP JT -EXPANSION JOINT > I BCR • BEGINNING OF CURB RETURN i I WPJ --- ' WPd ECR - END OF CURB RETURN I • ':' � I EXPJT EXP JT BORDER NOTES: I. WEAKENED PLANE JOINTS SHALL BE USED AT REGULAR INTERVALS 10 FEET IN WALKS OR 20 FEET IN CURB AND GUTTERS, 2. 1/4" EXPANSION JOINT FELT SHALL BE PLACED AT 60 FEET INTERVALS W CURB, GUTTER AND WALK, AT THE BCR AND ECR, AT DRIVEWAYS, AND AROUND UTILITY POLES IN SIDEWALK AREAS. WALK AND CURB JOINTS SHALL BE ALIGNED. 3.. ALL CONCRETE SHALL BE ONE COURSE NO TOPPING PERMITTED. 4: MATCH JOINT LINES WHEN REPLACING EXISTING SIDEWALK. 5. . THE FLOWLINE OF THE GUTTER SHALL BE TROWELLED SMOOTH FOR A WIDTH OF 4". 6 . ADJACENT SIDEWALKS 5' ON EITHER END OF DRIVEWAYS SHALL BE POURED 8" THICK. STANDARD SIDEWALK, CURB AND GUTTER CITY OF VERNON, CALIFORNIA SION IPTION NAME COMMUNITY SERVICES DEPARTMENT oLo oLTu4 V.H.V. YL e. wix u.n.e AUGUST, 1969 STANDARD -PLAN pV q PROPERTY LINE SEE NOTE 10� SEE NOTE �► ` ,-----SEE NOTE 4 _SEE NOTE 10 SIDEWALK TRANSITION / \ SIDEWALK TRANSITION 8.33% MAX. 10% MAX \ \ F 8.33% MAX. 45' \ Y i / GRADE BREAKS \ Q FLOW LINE 5, X= 5EDGE OF GUTTER A SEE NOTE 3 X= 5' 5' SEE NOTE 3 > SIDEWALK TRANSITION 1MAX \ SIDEWALK TRANSITION + \ _2% 8.33� MAX. � / \ 8.33% MAX. 0 J A, J m 45' \ A / 110% MAX S'oti Q ' \ Y [if Q / GRADE BREAKS FLOW LINE 5 1 X= 5' SEE NOTE 3 t VARIABLE 109 MAX CURB FACE SECTION AA - CASE 1 PARKWAY WIDTH IS LESS THAN 8' REVISIONS uu 1 CN&1TFD ANOLID AiPROMM GpIEWAY pl e/m mown CAM Ye oronxr rc EDGE OF GUTTER� . L- A X= 5' S' CASE 2 — PLAN VIEWSEE NOTE 3 PARKWAY WIDTH IS GREATER THAN OR EQUAL TO 8' R V VARIABLE - - - - _2% MAX. - ROUNDED - CURB FACE 10%' MAX 109 MAX CURB AND GUTTER CURB AND SECTION AA - CASE 2 GUTTER PARKWAY WIDTH IS GREATER THAN OR EQUAL TO 8' STANDARD DRIVEWAY STANDARD PLAN CITY OF VERNON, CALIFORNIA I V 693 COMMUNITY SERVICES & WATER DEPARTMENT P AUGUST 2007 AGE 1 OF 2 V. - CURB FACE PLAN EE NOTE 4 X= 5' FSIDEWALK — — — — — — — DYY _ TC _,,,-CURB AND GUTTER FL Y=ELEV. DROP ON PRIVATE PROPERTY CASE I - ELEVATION PLAN SEE NOTE 4 W X= 5' X= 5' SIDEWALK ----- --A-Y _ SIDEWALK ___ --- Bw TC .A -CURB AND GUTTER FL CURB FACE Y=ELEV. DROP ON PRIVATE PROPERTY CASE 2 - ELEVATION NOTES: 1. USE CLASS 520-C-2500 CEMENT CONCRETE. 2. DRIVEWAY APRON SHALL BE POURED MONOLITHICALLY WITH CURB AND GUTTER AND 6" OF C.M.B. SHALL BE PLACED UNDER THE CURB AND GUTTER PORTION OF THE DRIVEWAY. J. ADJACENT SIDEWALKS 5' ON EITHER END OF DRIVEWAY SHALL BE POURED 8" THICK. 4. 10" DIA. PIPE BARRIER MIN. SCHEDULE 30 PER CITY STD. V2122 SHALL BE INSTALLED AS NEEDED TO PROTECT IMPROVEMENTS 5. ALL CONCRETE SHALL BE ONE COURSE, STEEL TROWEL & MEDIUM HAIR BROOM FINISH. NO TOPPING PERMITTED. 6. DRIVEWAYS MAY BE OPENED TO TRAFFIC: . A. IN 48 HOURS WITH HIGH STRENGTH CEMENT B. IN 5 DAYS WITH STANDARD CLASS 520-C-2500 MIX. 7. ENDS OF DRIVEWAYS TO BE NOT LESS THAN 5' FROM NEAREST FIRE HYDRANT, METER BOX OR VALVE AND 12' FROM UTILITY POLE. 8. 114" EXPANSION JOINT FELT SHALL BE PLACED ALONG THE TX. 9. DRIVEWAY ENTRANCE WIDTH (W) SHALL BE: A. 25' MIN FOR NON -TRUCK USE. B. 40' MIN FOR TRUCK USE. 10. 30" CONCRETE WALL PER CITY STD. V2122 2R 6' HIGH WROUGHT IRON FENCE OR 4' WIDE LANDSCAPE STRIP AS APPROVED SY THE CITY ENGINEER. REVISIONS i O 4/3OJ dGIfD W IS/0! CPFAIID NCIEU NPR4ICM DpIFIMY E4 PARKWAY WIDTH Y 6" CURB 8" CURB V=O' 5' ' 0.20" 2.20" 61 0.00" 1.24" 7' 0.00" 0.28" V=3' 8' 0.20" 2.20" 91 0.00" 1.24" V=4' 10' 0.00" 1.24" 11' 0.00" 0.28" 12' 0.00" 0.00" STANDARD DRIVEWAY CITY OF VERNON, CAUFORNIA COMMUNITY SERVICES & WATER DEPARTMENT. OCTOBER 2005 STANDARD PLAN PV 693 PAGE 2 OF 2 n PLAN OF FF." SEdMH A -A BOTTOM P"N OF COVER • • NO'jEB: ���- f `�I L THE IMMMOU FRAME AfM COMER SOM CE MAOE OF oaAY \`�' ao NO 4W IRON ii OOtOtFFO Mf O THE LATEST 6PEOIf10ATW�18 �� 4� vcmm L"PARTS OF THE NAHHOLE FRAME Am OMER E%OEPi [J Q tAA FARM, - StlFlfA0E8 SIIAI 1. f E OOArEO WITH ASPHALtUM { > THE MANHOLE FRAME AND OOVER SHALL bE Tem FoR AOQMAOY OF Ftt AND .$HALL SE. MARKED MI SETS OVORE � OtfVfO LY4 covEa SHALL rrr THFRAME SHuaur bUt E N�\ /1 Not Twtrtua 4.00YERS fNJE off SEIN STauaTftREs SHALL 81:44 THE . AHQ ON WATER bE�f�ITuiTt1UC1Va�8 THE LCTT6R •W: , SUpFi4CE OF VOTALLRTTEa SFIN.I.BE Fl IISH • C THE WR19Htt OF THE FRA'MO OOVOR SHALL N VARY M�ITH FMIt54{ED "PACE OF COVER MORE THAN TWO FOR OEHt rRAwo Tom cm. HEIIE, STANDARD., NONUOKINO, MANHOLE FRAME 15• OOVER OITY OF 'VERNON,. OALIPORNIA A.W. PHILLIPS PITY ENGINgER 00 OHR, 1966• 600 mm) TIE BARS ADJACENT LANE - I- I TV I 11`IJ ]% 1 VL I/IIL CONTACT JOINT WITH KEYWAY AND TIE BAR 1 ,1 (25 mm) E N E r �E cD I' v r v METAL OR WOODEN INSERT TO BE III PLACED ON FORMS. ll - - - _ �� CONCRETE FORM KEYWAY INSERT DETAIL NOTES: 1. LONGITUDINAL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN. CONTACT OR WEAKENED PLANE JOINTS MAY BE USED AT THE CONTRACTOR'S OPTION. 2. TRANSVERSE WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT INTERVALS OF 15' (4500 mm) AND SHALL BE AT LEAST 5' (1500 mm) FROM ANY TRANSVERSE CONTACT JOINT. (SEE NOTE 5.) 3. TRANSVERSE CONTACT JOINTS SHALL BE CONSTRUCTED AS SHOWN HEREON AT ALL CONSTRUCTION JOINTS AND AS DIRECTED BY THE ENGINEER. 4. SPACE TIE BARS AT 36" (900 mm) ON -CENTER FOR TRANSVERSE JOINTS AND 45" (1200 mm) FOR LONGITUDINAL 'JOINTS. PLACE IN MIDDLE THIRD OF SLAB. 5. SEE SSPWC 302-6.5 FOR DETAILS ON CONCRETE PAVEMENT JOINTS. 6. CONSTRUCT CONTACT JOINTS IN THE APPROACH SLABS AT THE FIRST THREE TRANSVERSE JOINTS OF CONCRETE INTERSECTIONS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED ByTHE STANDARD PLAP PUBLIC WORKS SCOMMITDS INC' GREENBO COMMITTEE CONCRETE PAVEMENT JOINT DETAILS 1, 1993 ��� REV. 1996, 2009 _ i-77 M mi Ire a f` 1 O U Zo�fx{Jr1�ba Is. YYYg a Si oyEit Ss§ E yi�t 8 �b jaggy 6 . "E os. . f J p "i SLh, D S y4 N yy o 9 of 1 �$ E _ s E �€ _ _ss �Bn akaS ss8 Z d Mf < d v r4 d ad d d s I I "� 0 III b�s w E I s'z r I z o °YO = 21 SILLS b " n -' mR YZ cn z 2 s �I z° a C s av, e ' P °ca spp 8 � � ►� S mh� d � 6 � e m / a U o �g d � 71 9-K �e a w w U a Z w a 1 0 � a P a + ¢ 4 N sz UL `U I I S I 'Ld I I •I I ILL iQ- o b F-6 P 44I �I x� I LLJ aF i� P s P•a'— H WO-3 s _ I I \ ,o F � LL o Z Z! pN w 1 w �Ljj C) 1 1 K 2006 STANDARD, PLAN A20A G� 4 o1N[Ilr fit w J W�. a Pf S L k & W c ti cr of � �JH V W ~ � oa f f f -� <M ov ojJ LLz W W a �� Q a "$ @ od�$9 0 X roof c wL cn 'r o o n ��� a u O LL to w0 Z4 o $'oau 9 ] W� V Z d, W - -J Y oo J p rMo � a Q C) z E } } ~ at u J - `� \L�06 W O� fff o w w �® ® l o w ' v N .ol ® ® v � ® ® ® ® -. tUU 0 L ¢ ¢ O Q L - Z O ` F O L ®® + ®® 3 o # v a o. Q 0 O O N G ti O O o L Q N O W W W W CD O®®®e®� O W W W o - o o ®® O NO O O I O O O O PI ® O O j W z �I� P ®® N ® Wa O _ ® Q O ® N W _ Z , mP �O� O 1- m® ®� O N O Z E Q e —f ® Y� ® Z o N m® J ®®® oil N In v v Q In l0 r m m 'O Eli Qf w 0 f of w 0 f of w o } of f0- 0 a� w ZF- w faf fQ� w w fQ� w fQ� f Q� f p w w ti q q 0 v 0O o q o p q Z.Q �' �� O c o00 - C 0 W Z i Z -1 '- 0 0 1 'o ® ® _ J W i o z d o r- O o O W N L) b b eo p Q J O O F N Q Q� w ~ w w ~ ~ �- H F F- w w a o w w w w w w 5 2006 STANDARD PLAN A20B 0 h a`W J W H a k UJ o A Z-MQ� U, - wi V O >h o_O ® ®^ O O v , LU I..L� ~ N /M�/ 4 Z �' J a a 9 g. a f— V 1 o0 2 w z 'zZ I� r Oa W WU r N u W m ®m ® ®� 4,—r a w m V) H w w — — yee�}5�i-Ui}oasJeiUi -ui Ije�Uej ® o L o® ® 1—� _® o O } O LT O �-y J. ® --„0-,Ol �.O-.ZL-„�0-�,0I1 ��I o mT� i o N ®® ®® m oo;o� Q®_ = c o m+ m-+ �•F I N/ 1(1 Z f q In N p o J J W ® a Z a y a J a Z a .J ® = ® m = N wap w LLJJ w w w e® J oN ® m o z ®® ®® ®® ®® 1 a o® J ®® ®® Z®® "I Q ®® ®® 0 ® ® 00 w w w F- 0 0 0 0 Ld o W 0 o p a = 0 a � V) $ L v d N W + o o Z a Z Zn v- < + J; ® - P N o o o Z J o Q 0O N Z F Z Q U p �i ° v J wFW-V O N W aO U Q W a +� W N > LL ® ®N ® r 061 = w W Z �F- N J 0 J W a co V ti wcli r` ~ W w 0 0 w 0 w 0 w 0 w 0 0 6 2006 STANDARD PLAN A20C N rrrnafr S o mo m mN. 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W+" = 8 $v>d='-p` . ► LS ► a c e 'o - k 6 $' €�I �` �L (A ow w VOz ��pC �°o�,-p p�vi��g- '07 ��Ip� � + $4++Y �o#++�OH ��*Cp U��X•- p�'p aV�l'�. � x-gg= p� tl ng+u�` b $8 I-� g=£_-�jE����a�'_ >� _ 3, '-�P g A Eqpp^-[IE u1I11 V~1 ��uzL tlCbu� y EQIOE OnyL\n n q�- ui lv'ppPL�€u�5 ��8b Vol � y xp tl q4 x -t -_ L .Z+ p 0 VI L} § yy W .S •f 0 G. tl q _- tl J �'-.U>4 •�V^p00 I-U JY Jf�1^1-u �-Q� atl G�U =1pP �P U� v�g 6' d'"•�F ~pODU-048 1ZU^p �J UL 1- f•S �-F.US 4GP >t 0 Z dudiU ~ =�_ a C to=g kY£o n .b3ytl�a�0� p-Pi ox�OK� O 'i+ oGGLUU O+Aq CE OV�CO' g Nm NOZ...O .-.> U P.. a'pCptlYm 5~oU anL AOC tlu N MI N I-ro P .- ^ - .- - O OCOO � LOLE J] ]HIV-V Lu m F1-O UO PU RU 6rl n Y t] O W ro E L 6 J O p Lin E•- xn a v�o i-o tl x 0 + �C i L C ~xP t VYi J o. C H nL �4 O b O.O U0 C C n R o n~ rn �n a;v m 0 oL m W z' H rl rl E g V) _ v J a N z a Fv o zo o _ c me M oon v�> � .0-,1 u9 �E J i mooa o Ec n won aN� c eF o Loo o. w J 3 10- X % EW X m W" V H 3 YI C C i i C OM z a N N O r{ }I y1 j J 0 Z LL :• I " M xx -I _ \q►S 7 LL 0 C V1 '•'' � m �"qp q � C. e _ c pyI l IZ 1` Y p S �££ �8 * * , 453 9 �Since 1979. iztzfiEr t (]Group Jjuhlirafirru35, C" ur_ The Only All Hispanic Owned Chain of Bilingual Newspapers 111 S. Avenue 59, Los Angeles, CA 90042-4211 Ph 323.341-7970 - Fax 323.341-7976 • www.egpnews.com PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA, COUNTY OF LOS ANGELES I am a citizen of the United States and a resident of the County aforementioned; I am over the age of eighteen years, and not a party to or interested in the above -entitled matter. I am the principal clerk of the printer of EASTERN GROUP PUBLICATIONS' EASTSIDE SUN, MEXICAN AMERICAN SUN, NORTHEAST SUN, BELL GARDENS SUN, VERNON SUN, COMMERCE COMET, CITYTERRACE COMET, MONTEBELLO COMET, MONTEREY PARK COMET, E.L.A. BROOKLYN BELVEDERE COMET AND WYVERNWOOD CHRONICLE, newspapers of general circulation, printed and published THURSDAYS in the County of Los Angeles, and which newspaper has been adjudicated a newspaper of general circulation by the Superior Court of the County of Los Angeles, State of California, under the date of JUNE 21. 1966. CASE NUMBER 884861; that the notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to -wit: AUGUST 05, all in the year 2010. certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at LOS ANGELES, California, this 051hday of AUGUST, 2010. This space is for the County Clerk's Filing Stamp F.. CITY OF VERNON Proof of Publication of Notice Inviting Sealed Bids: Contract No. CS-0020 (Federal Aid Project ID No. ESPL-5139 (011L 26th Street Improvements, Signature e-klcj4v�- 26/0 —/oy RECEIVED OCT 1 9 2010 CITY CLERK'S OFFICE COMMUNITY SERVICES & WATER DEPARTMENT Samuel Kevin Wilson, Director of Community Services & Water 4305 Santa Fe Avenue, Vernon, California 90058 Telephone (323) 583-8811 Fax (323) 826-1435 October 18, 2010 Via Fax and UPS NOTICE TO BIDDERS - ADDENDUM NO.3 This notice shall be considered as Addendum No. 3 to the Plans and Specifications for: `26 h Street Improvements'., Contract No. CS-0020, Federal Aid Project ID No. ESPL-5139 (011). , Contract Specifications: In Section I, entire FEDERAL MINIMUM WAGE RATES, General Decision: CA100033; 07/23/2010, CA33 shall be replaced with the attached General Decision: CA20100033, 10/08/10, CA33 to comply with the Federal Requirement of the `Federal Minimum Wage Rates in effect 10 days prior to bid opening shall be the applicable wages throughout the term of the project'. Bidders shall acknowledte receipt of this addendum on sheet C 1 If you have any questions, please call Pin Chan of my staff at (323) 583-8811 extension 318. SKW/pc Enclosures c: Willard Yamaguchi V Kevin Wilson, P.E. of Community Services & Water E vcCusiveCy Ind-ustriaC Page 1 of 25 GENERAL DECISION: CA20100033 10/08/2010 CA33 Date:'October 8, 2010 General Decision Number: CA20100033 10/08/2010 Superseded General Decision Number: CA20080033 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Los Angeles County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ASBE0005-002 01/01/2010 Publication Date 03/12/2010 03/26/2010 04/02/2010 04/16/2010 06/04/2010 06/25/2010 07/02/2010 07/23/2010 08/06/2010 08/13/2010 08/27/2010 09/03/2010 09/10/2010 09/24/2010 10/08/2010 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) ..... $ 32.93 15.32 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) ...........................$ 24.21 13.76 ASBE0005-004 01/01/2010 Rates Fringes Asbestos Removal worker/hazardous material handler (Includes http : //frweb gate. acces s. gp o. gov/cgi-bin/getdo c. cgi?dbname=Davis-Bacon&docid=CA20... 10/ 18/2010 Page 2 of 25 preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) .... $ 18.85 8.03 BOIL0092-003 10/01/2009 Rates Fringes BOILERMAKER ......................$ 40.22 22.26 ----------------------------------------------------------------- BRCA0004-007 05/01/2010 Rates Fringes BRICKLAYER; MARBLE SETTER ........ $ 36.00 12.15 ---------------------------------------------------------------- BRCA0018-004 06/01/2008 Rates Fringes MARBLE FINISHER ..................$ 25.52 9.08 TILE FINISHER ....................$ 21.07 7.88 TILE LAYER .......................$ 32.05 11.99 ---------------------------------------------------------------- BRCA0018-010 09/01/2009 Rates Fringes TERRAZZO FINISHER ................$ 26.59 9.62 TERRAZZO WORKER/SETTER ........... $ 33.63 10.46 -------------------------- -------------------------------------- CARP0409-001 07/01/2010 Rates Fringes CARPENTER (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer ...................$ 37.35 11.08 (2) Millwright ..............$ 37.85 11.08 (3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) ................$ 37.48 11.08 (4) Pneumatic Nailer, Power Stapler ...............$ 37.60 11.08 (5) Sawfiler...............$ 37.44 11.08 (6) Scaffold Builder ....... $ 28.55 11.08 (7) Table Power Saw Operator ....................$ 37.45 11.08 FOOTNOTE: Work of forming in the construction of open cut http://frwebgate. access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 3 of 25 sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. Certified Welder - $1.00 per hour premium. CARP0409-002 07/01/2008 Diver Rates Fringes (1) Wet .....................$ 663.68 9.82 (2) Standby ..................$ 331.84 9.82 (3) Tender ..................$ 323.84 9.82 (4) Assistant Tender ........ $ 299.84 9.82 Amounts in "Rates' column are per day ---------------------------------------------------------------- CARP0409-005 07/01/2010 Rates Fringes Drywall DRYWALL INSTALLER/LATHER .... $ 37.35 11.08 STOCKER/SCRAPPER ............ $ 10.00 6.67 ---------------------------------------------------------------- CARP0409-008 07/01/2008 Rates Fringes Modular Furniture Installer ...... $ 19.00 7.41 ---------------------------------------------------------------- ELECO011-004 07/26/2010 Rates Fringes ELECTRICIAN (INSIDE ELECTRICAL WORK) Journeyman Electrician ...... $ 36.45 21.66 ELECTRICIAN (INTELLIGENT TRANSPORTATION SYSTEMS Street Lighting, Traffic Signals, CCTV,and Underground Systems) Journeyman Transportation Electrician .................$ 36.25 22.16 Technician ..................$ 27.19 21.59 FOOT NOTE: CABLE SPLICER & INSTRUMENT PERSON: Recieve 5% additional per hour above Journeyman Electrician basic hourly rate. TUNNEL WORK: 10% additional per hour. SCOPE OF WORK - TRANSPORTATION SYSTEMS ELECTRICIAN: Installation of street lights and traffic signals,including electrical circuitry, programmable controllers, pedestal -mounted electrical meter enclosures and laying of http://frwebgate. access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 4 of 25 pre -assembled multi -conductor cable in ducts, layout of electrical systems and communication installation, including proper position of trench depths and radius at duct banks, location for man holes, pull boxes, street lights and traffic signals. Installation of underground ducts for electrical,telephone, cable television and communication systems. Pulling,termination and. splicing of traffic signal and street lighting conductors and electrical systems including interconnect,detector loop, fiber optic cable and video/cable. TECHNICIAN: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect, detector loop, fiber optic cable and video/data. ---------------------------------------------------------------- * ELECO011-005 02/01/2010 COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems) Rates Fringes Communications System Installer ...................$ 26.99 3%+8.64 Technician ..................$ 28.79 3%+8.64 SCOPE OF WORK The work covered shall include the installation, testing, service and maintenance, of the following systems that utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi -media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock systems. A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems SCADA (Supervisory control/data acquisition PCM (Pulse code modulation) Inventory control systems Digital data systems Broadband & baseband and carriers Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data systems B. Sound and Voice Transmission/Transference Systems Background -Foreground Music Intercom and Telephone Interconnect Systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School Intercom and Sound Systems Burglar Alarm Systems Low -Voltage Master Clock Systems Multi-Media/Multiplex Systems Telephone Systems RF Systems and Antennas and Wave http://fi webgate. access.gpo. gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page ,5 of 25 Guide C. *Fire Alarm Systems -installation, wire pulling and testing. D. Television and Video Systems Television Monitoring and Surveillance Systems Video Security Systems Video Entertainment Systems Video Educational Systems CATV and CCTV E. Security Systems, Perimeter Security Systems, Vibration Sensor Systems Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems *Fire Alarm Systems 1. Fire Alarms -In Raceways: Wire and cable pulling in raceways performe& at the current electrician wage rate and fringe benefits. Installation and termination of devices, panels, startup, testing and programmming performed by the Technician. 2. Fire Alarms -Open Wire Systems: installed by the Technician. ---------------------------------------------------------------- ELEC1245-001 06/01/2010 Rates Fringes LINE CONSTRUCTION (1) Lineman; Cable splicer..$ 46.14 13.41 (2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment) ........... $ 36.85 12.36 (3) Groundman...............$ 28.19 12.10 (4) Powderman...............$ 41.20 12.53 HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day ---------------------------------------------------------------- ELEV0018-001 01/01/2010 Rates Fringes ELEVATOR MECHANIC ................$ 45.33 20.035 FOOTNOTE: PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for6 months to 5 years of service. PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. ENGIO012-003 07/01/2009 http ://frwebgate. acces s. gpo . gov/cgi-bin/getdoc. cgi?dbname=D avi s-Bacon&docid=CA20... 10/ 18/2010 Page 6 of 25 Rates Fringes OPERATOR: Power Equipment (All Other Work) GROUP 1 ....................$ 36.83 17.22 GROUP 2 ....................$ 37.61 17.22 GROUP 3 ....................$ 37.90 17.22 GROUP 4 ....................$ 39.39 17.22 GROUP 5 ....................$ 40.49 17.22 GROUP 6 ....................$ 39.61 17.22 GROUP 7 ....................$ 40.71 17.22 GROUP 8 ....................$ 39.72 17.22 GROUP 9 ....................$ 40.82. 17.22 GROUP 10 ....................$ 39.84 17.22 GROUP 11 ....................$ 40.94 17.22 GROUP 12 ....................$ 40.01 17.22 GROUP 13 ....................$ 40.11 17.22 GROUP 14 ....................$ 40.14 17.22 GROUP 15 ....................$ 40.22 17.22 GROUP 16 ....................$ 40.34 17.22 GROUP 17 ....................$ 40.51 17.22 GROUP 18 ....................$ 40.61 17.22 GROUP 19 ....................$ 40.72 17.22 GROUP 20 ....................$ 40.84 17.22 GROUP 21 ....................$ 41.01 17.22 GROUP'22 ....................$ 41.11 17.22 GROUP-23 ....................$ 41.22 17.22 GROUP 24 ....................$ 41.34 17.22 GROUP 25 ....................$ 41.51 17.22 OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting) GROUP 1 ....................$ 38.18 17.22 GROUP 2 ....................$ 38.96 17.22 GROUP 3 ....................$ 39.25 17.22 GROUP 4 ....................$ 39.39 17.22 GROUP 5 ....................$ 39.61 17.22 GROUP 6 ....................$ 39.72 17.22 GROUP 7 ....................$ 39.84 17.22 GROUP 8 ....................$ 40.01 17.22 GROUP 9 ....................$ 40.18 17.22 GROUP 10 ....................$ 41.18 17.22 GROUP 11 ....................$ 42.18 17.22 GROUP 12 ....................$ 43.18 17.22 GROUP 13 ....................$ 44.18 17.22 OPERATOR: Power Equipment (Tunnel Work) GROUP 1 ....................$ 38.68 17.22 GROUP 2 ....................$ 39.46 17.22 GROUP 3 ....................$ 39.75 17.22 GROUP 4 ....................$ 39.89 17.22 GROUP 5 ....................$ 40.11 17.22 GROUP 6 ....................$ 40.22 17.22 GROUP 7 ....................$ 40.34 17.22 PREMIUM PAY: $3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics http://frwebgate. access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 7 of 25 Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator -inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt -rubber plant operator (nurse tank operator); Concrete mixer operator -skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt -rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power -driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift). GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types http://frwebgate. access. gpo.gov/cgi-bin/getdoc. cgi?dbname=Davis-Bacon&docid=CA20... 10/ 18/2010 Page 8 of 25 - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concret'e or asphalt); Mechanical finisher operator (concrete, Clary -Johnson -Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 7: Welder - General GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast -in -place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type;. Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber -tired earth -moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 Cu. yds. struck); Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber -tired scraper operator (self -loading paddle wheel type -John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or http://frwebgate.access.gpo. gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 9 of 25 similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types -Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types -drilling depth of 105, maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except Quad 9 cat.); Rubber -tired earth -moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified. GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading - two (2) or more units) GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a second piece of equipment: $1.00 per hour additional);. Wheel excavator operator (over 750 cu. yds.) GROUP 15: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 http://frwebgate. access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 10 of 25 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine -up to and including 25 yds. struck) GROUP 16: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push -.pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem — Quad 9 and similar type) GROUP 18: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar.types in any combination, excluding compaction units — multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber -tired earth -moving equipment operator,. operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any. combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 http://frwebgate.access. gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 11 of 25 yds. struck) GROUP 24: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A -frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge -type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western or similar type); Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over.7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 http://frwebgate. access. gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 12 of 25 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc); Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power -driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power -driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator '(1/4 yd., rubber -tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGINEERS ZONES $1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as http://frwebgate. access.gpo.gov/cgi-binlgQtdoe.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 13 of 25 defined below: That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SN corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM. Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM. Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, RlE, SBM. Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of Tls, SBM (Riverside County Line) to SW.corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM. Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM $1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary: Begin approximately 5 miles north of the,community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM. Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM. Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, http://frwebgate.access. gpo.gov/cgi-bin/getdoc.egi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 14 of 25 SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W. Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W.. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and.Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM. $2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below: That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western -half of the NW quarter of Section 2, T8S, R29E, MDM. Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE ❑ of Section 32, T24S, R37E, MDM. Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM. Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to thestarting point, which is the center of Section 18, T10N, R22E, MDM. REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE ---------------------------------------------------------------- ENGI0012-004 08/01/2009 Rates Fringes OPERATOR: Power Equipment (DREDGING) (1) Leverman................$ 44.83 17.22 (2) Dredge dozer ............ $ 40.36 17.22 (3) Deckmate................ $ 40.25 17.22 (4) Winch operator (stern winch on dredge) ............ $ 39.70 17.22 (5) Fireman -Oiler, Deckhand, Bargeman, http://frwebgate. access. gpo. gov/cgi-bin/getdoc. cgi?dbname=Davis-Bacon&docid=CA20... 10/ 18/2010 Page 15 of 25 Leveehand...................$ 39.16 17.22 (6) Barge Mate ..............$ 39.77 17.22 ---------------------------------------------------------------- IRON0002-004 07/01/2010 Rates Fringes Ironworkers: Fence Erector ............... $ 26.58 15.26 Ornamental, Reinforcing and Structural ..............$ 33.00 23.73 PREMIUM PAY: $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations: Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LAB00300-001 09/01/2010 Rates Fringes Brick Tender .....................$ 27.17 14.72 ---------------------------------------------------------------- LAB00300-003 07/01/2010 Rates Fringes LABORER (GUNITE) GROUP 1.....................$ 30.04 17.37 GROUP 2.....................$ 29.09 17.37 GROUP 3.....................$ 25.55 17.37 LABORER (TUNNEL) GROUP 1.....................$ 31.24 14.98 GROUP 2.....................$ 31.56 14.98 GROUP 3.....................$ 32.02 14.98 GROUP 4.....................$ 32.71 14.98 LABORER GROUP I .....................$ 26.33 14.75 GROUP 2.....................$ 26.88 14.75 GROUP 3.....................$ 27.43 14.75 GROUP 4.....................$ 28.98 14.75 GROUP 5.....................$ 29.33 14.75 http://fi webgate.access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 16 of 25 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. .Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike -off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt -rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control. by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi -plate; Kettle person, http://frwebgate. access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 17 of 25 pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating,.grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock Slinger; Rotary, scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand -propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand -guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No -joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Porta Shot -Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.); Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer http ://frwebgate. access. gpo. gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 18 of 25 person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Rodmen, Nozzlemen GROUP 2: Gunmen GROUP 3: Reboundmen ---------------------------------------------------------------- LAB00300-005 08/05/2009 Rates Fringes LABORER PLASTER CLEAN-UP LABORER .... $ 26.65 14.70 PLASTER TENDER ..............$ 29.20 14.70 ---------------------------------------------------------------- LABOO882-002 01/01/2010 Rates. Fringes Asbestos Removal Laborer ......... $ 26.15 14.25 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos -containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. LABO1184-001 07/01/2010 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1) Drilling Crew Laborer ... $ 27.05 11.65 (2) Vehicle Operator/Hauler.$ 27.22 11.65 (3) Horizontal Directional Drill Operator ..............$ 29.07 11.65 (4) Electronic Tracking Locator ..................... $ 31.07 11.65 Laborers: (STRIPING/SLURRY SEAL) GROUP 1.....................$ 28.50 14.56 GROUP 2.....................$ 29.80 14.56 GROUP 3.....................$ 31.81 14.56 GROUP 4.....................$ 33.55 14.56 http://frwebgate. access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/ 18/2010 Page 19 of 25 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device, applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic_ related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment ---------------------------------------------------------------- * PAIN0036-001 08/01/2010 Rates Fringes Painters: (Including Lead Abatement) (1) Repaint .................$ 26.05 9.68 (2) All Other Work .......... $ 29.32 9.68 REPAINT of any previously painted structure. Exceptions: work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities. --------------------------------- =------------------------------ PAIN0036-006 01/06/2010 Rates Fringes DRYWALL FINISHER/TAPER Antelope Valley North of the following Boundary: Kern County Line to Hwy. #5, South of Hwy. #5 to Hwy. N2, East on N2 to Palmdale Blvd., to Hsy. http : //frweb gate. access. gpo. gov/cgi-bin/getdoc. cgi?dbname=Davis-Bacon&do cid=CA20... 10/ 18/2010 Page 20 of 25 #14, South to Hwy. #18, East to Hwy. #395........... $ 29.19 12.19 Remainder of Los Angeles County........... .........$ 33.22 12.19 ---------------------------------------------------------------- PAIN0036-015 08/01/2010 Rates Fringes. GLAZIER ..........................$ 36.90 20.53 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up ---------------------------------------------------------------- PAIN1247-002 01/01/2010 Rates Fringes SOFT FLOOR LAYER .................$ 30.85 10.54 ---------------------------------------------------------------- PLAS0200-009 08/04/2010 Rates Fringes PLASTERER. .......................$ 30.21 14.23 ---------------------------------------------------------------- PLAS0500-002 07/01/2010 Rates Fringes CEMENT MASON/CONCRETE FINISHER...$ 29.50 19.85 ---------------------------------------------------------------- PLUM0016-001 07/01/2009 Rates Fringes PLUMBER/PIPEFITTER (1) Work on strip malls, light commercial, tenant improvement and remodel work............ ..........$ 28.84 14.47 (2) Work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space ................. $ 35.97 15.86 (3) All other work .......... $ 37.10 16.84 PLUM0250-002 01/02/2006 Rates Fringes REFRIGERATION MECHANIC Refrigeration Fitter ........ $ 33.30 13.95 ---------------------------------------------------------------- PLUM0345-001 07/01/2009 http : //frwebgate. access. gpo. gov/cgi-bin/getdoe. cgi?dbname=Davis-Bacon&docid=CA20... 10/ 18/2010 Page 21 of 25 Rates Fringes PLUMBER Landscape/Irrigation Fitter.$ 26.70 13.84 Sewer & Storm Drain Work .... $ 25.18 15.67 ----------------------------------------------------------------- ROOF0036-002 08/01/2010 Rates Fringes ROOFER ...........................$ 34.65 9.07 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. ----------------------------------------------------.-------- SFCA0669-013 04/01/2010 DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER .................$ 33.35 17.60 ---------------------------------------------------------------- SFCA0709-005 01/01/2010 THE CITY OF POMOMA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes SPRINKLER FITTER (Fire) .......... $ 39.08 21.95 ---------------------------------------------------------------- SHEE0105-002 01/01/2010 LOS ANGELES (South of a straight line between gorman and Big Pines includingg Catalina Island) Rates Fringes SHEET METAL WORKER (1) Light Commercial: Work on general sheet metal and heating and AC up to 4000 sq ft............. ........$ 24.52 6.62 (2) Modernization : Excluding New Construction - Under 5000 sq. ft. Does not include modification, upgrades, energy management, or conservation improvements of central heating and AC equpment....................$ 24.52 6.92 ---------------------------------------------------------------- http://frwebgate.access.gpo. gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 22 of 25 SHEE0105-003 07/01/2010 LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes SHEET METAL WORKER (1) Commercial - New Construction and Remodel work ................. .....$ 42.54 17.72 (2) Industrial work including air pollution control systems, noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating systems for human comfort ... $ 35.56 22.90_ ---------------------------=------------------------------------ SHEE0105-004 07/01/2010 KERN (Excluding portion East of Hwy 395) & LOS ANGELES (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) COUNTIES Rates Fringes SHEET METAL WORKER ................$ 34-11 16.17 ---------------------------------------------------------------- TEAM0011-002 07/01/2008 Rates Fringes TRUCK DRIVER GROUP 1....................$ 26.44 18.24 GROUP 2....................$ 26.59 18.24 GROUP 3....................$ 26.72 18.24 GROUP 4....................$ 26.91 18.24 GROUP 5.............. $ 26.94 18.24 GROUP 6....................$ 26.97 18.24 GROUP 7....................$ 27.22 18.24 GROUP 8....................$ 27..47 18.24 GROUP 9....................$ 27.67 18.24 GROUP 10....................$ 27.97 18.24 GROUP 11....................$ 28.47 18.24 GROUP 12.....................$ 28.90 18.24 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS http://f webgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 23 of 25 GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds. Dumperete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or,more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver, - Ross carrier driver GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments GROUP 12: Boom Truck 17K and above WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) . In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. http://frwebgate. access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 24 of 25 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. http://fiwebgate.access.gpo. gov/cgi-bin/getdoc.egi?dbname=Davis-Bacon&docid=CA20... 10/18/2010 Page 25 of 25 END OF GENERAL DECISION http://frwebgate.access. gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA20... 10/18/2010