SWIF Bid Documents - The Village of Buckeye Lake
Transcription
SWIF Bid Documents - The Village of Buckeye Lake
SPECIFICATIONS AND CONTRACT DOCUMENTS FOR VILLAGE OF BUCKEYE LAKE NUTRIENT REDUCTION PROJECT Buck11-04M Owner: THE VILLAGE OF BUCKEYE LAKE OHIO 5192 Walnut Road SE P.O. Box 27 Buckeye Lake, OH 43008 Bid Documents Prepared By: 59 Grant Street, Newark, OH 43055 P:740-344-5451 F:740-344-5746 www.jobeshenderson.com JHA PROJECT NUMBER: BL SWIF Table of Contents Title Page Table of Contents .............................................................................................. i Notice to Bidders .............................................................................................. ii Instructions to Bidders ..................................................................................... iii 1.0 BID PROPOSAL Bid Form ................................................................................................................. 1.1 Bid Guaranty and Contract Performance and Payment Bond........................................................................................................ 1.9 Non-Collusion Affidavit ....................................................................................... 1.11 Bidder’s Equal Opportunity Certification........................................................... 1.13 2.0 AGREEMENT Owner-Contractor Agreement .............................................................................. 2.1 Contract Affidavit ...........................................................................................2.7 Contractor Personal Property Tax Affidavit ...................................................2.9 Contract Performance and Payment Bond..................................................2.11 3.0 GENERAL CONDITIONS OF THE CONTRACT (EJCDC C-700, 2002 Edition), as modified ............................................ 3.1 4.0 SPECIAL PROJECT CONDITIONS Declaration Regarding Material Assistance/Non Assistance to a Terrorist Organization.............................................................................4.1 5.0 PROJECT DESCRIPTION & SUPPLEMENTAL SPECIFICATIONS .... 5.1 6.0 STATE OF OHIO – PREVAILING WAGE DETERMINATION 7.0 CONTRACTUAL ADMINISTRATIVE FORMS Notice of Commencement ............................................................................7.1 Work Change Directive Form (EJCDC C-940, 2002 Edition) ........................7.3 Field Order Form (EJCDC C-942, 2002 Edition) ...........................................7.5 Change Order Form (EJCDC C-941, 2002 Edition) ......................................7.7 Contractor’s Payment Application Checklist ...............................................7.11 Contractor’s Application for Payment (EJCDC C-620, 2002 Edition) ..........7.13 State of Ohio Construction Contract Exemption Certificate ........................7.21 Notice to Bidders ii-1 IRS Form W-9 .............................................................................................7.23 Certificate of Substantial Completion (EJCDC C-625, 2002 Edition) ..........7.27 Contractor’s Affidavit of Payment of Debts and Claim ................................7.29 Contractor’s Affidavit of Release of Liens ...................................................7.31 Statement of Claim Form ............................................................................7.33 Contractor’s Acknowledgement ..................................................................7.35 8.0 STANDARD CONSTRUCTION DRAWINGS LEGAL NOTICE Notice to Bidders ii-2 Sealed bids will be received by Vaughn Klingler, Village of Buckeye Lake Director of Public Works, at the Village of Buckeye Lake Office, 5192 Walnut Road SE, Buckeye Lake, Ohio 43008, until 11:30 am on Thursday, November 14, 2013, and then and there publicly opened and read for The Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) within the Village of Buckeye Lake, according to specifications now on file at the Village of Buckeye Lake Office. This project involves the installation of new catch basins, conduit, and filters at the corner of Lighthouse Lane and Dockside Drive, replacing existing pavement at the Buckeye Lake Municipal Building with pervious concrete pavement and adding a rain garden at the municipal building. Bidding documents as prepared by Jobes Henderson & Associates may be examined at the following location: Jobes Henderson & Associates 59 Grant Street Newark, Ohio 43055 740-344-5451 Village of Buckeye Lake Office 5192 Walnut Road SE Buckeye Lake, OH 43008 740-928-7100 Complete sets of bidding documents will be issued to bidders only through Jobes Henderson & Associates Inc. Bidders may obtain bidding documents upon payment of $100.00 per set (non-refundable) in the form of cash or a commercial bank check payable to Jobes Henderson & Associates, Inc. Bid documents may also be obtained by mail upon receipt of $100.00 plus $20.00 shipping fees at the above office. Previous plan holders can obtain bidding documents upon payment of $50.00 per set plus $20.00 for shipping if requested. Bids are to be addressed to the Village of Buckeye Lake, Mayor, 5192 Walnut Road SE, P.O. Box 27, Buckeye Lake, OH 43008, and shall be marked "Sealed Bid –The Village of Buckeye Lake Nutrient Reduction Project (Buck1104M." Bidders who submit a bid must be a Plan Holder of record at the Issuing Office. Bids from Bidders who are not on the Plan Holders List may be returned as being non-responsible. Plan Holders are requested to provide an e-mail address if they wish to receive addenda and other information electronically. Plan Holders are requested to designate whether they are a prime contractor, subcontractor, or supplier on the Plan Holders List. Each Bidder is required to furnish with its Bid Proposal, a Bid Guaranty and Contract Bond in accordance with Section 153.54 of the Ohio Revised Code. Bid Security furnished in Bond form shall be issued by a Surety Company or Corporation licensed in the State of Ohio to provide said Surety. The bid surety shall be payable to the Village of Buckeye Lake, Ohio as a guarantee that if the Bid Proposal is accepted, a contract will be entered into and its performance properly secured. Bid Proposals accompanied by a certified check, cashier's check, or letter of credit will require a subsequent contract performance bond in the amount of one hundred percent (100 percent) of the amount of the contract. All provisions of the Ohio Revised Code as it relates to bid guarantees, conditions, liabilities, and withdrawal of a Bid Proposal are pertinent to this contract. Each proposal must contain the full name of the party or parties submitting the Bid Proposal and all persons interested therein, and shall be signed by the full name and business address of each person or company interested in the business. The Bid Proposal must be made on the forms provided therefore in the contract documents, or a copy thereof, with a price quote for the work on a unit cost basis, with labor and materials costs to be stated separately. The Village of Buckeye Lake reserves the right to reject any or all Bid Proposals, to waive any technicality, and to award the contract to the Bidder that is determined to have submitted the lowest and best Bid for the Work. All Bids remain subject to acceptance for 60 days after the time set for receiving Bids. Bidder must comply with the prevailing wage rates on Public Improvements in Licking County and the Village of Buckeye Lake, Ohio as determined by the Ohio Bureau of Employment Services, Wage and Hour Division. Notice to Bidders ii-3 Vaughn Klingler Director of Public Works, Village of Buckeye Lake To be advertised - Thursday, October 31 Thursday, November 7 END OF SECTION Notice to Bidders ii-4 INSTRUCTIONS TO BIDDERS 1. EXAMINATION OF CONTRACT DOCUMENTS AND SITE A. Bidders are cautioned to review carefully the Site and all parts of the Contract Documents made available to each bidder, including, but not limited to, the Notice to Bidders, Instructions to Bidders, Bid Form, Owner-Contractor Agreement, General Conditions of the Contract for the Project, Special Conditions for the Project (if any), Drawings, and Specifications. The Contract Documents, as defined in the Owner-Contractor Agreement, shall govern the relationship between the successful Bidder and the Owner upon execution of an Owner-Contractor Agreement by the Owner and the successful Bidder. B. No allowance will be made subsequently for any omission, error, or negligence of the Bidder. C. All Bidders shall be familiar with the existing conditions in the material and labor markets, as well as the conditions related to the Work, and the fact that a Bid is submitted will be construed by the Owner as an agreement by the Bidder to carry out the improvements in full conformance with the Specifications and other Contract Documents, notwithstanding the existing conditions. D. Each Bidder shall be responsible for coordinating its Work with the Work of other bid packages that require integration of the Bidder's Work. E. The accuracy or completeness of any soil boring data referenced in the General Conditions is not guaranteed by the Owner or the Engineer, and in no event is such information to be considered part of the Contract Drawings or Specifications. The successful Bidder shall assume all responsibility regarding such conditions related to the Project and the Work for which the Bidder submits a bid; the Bidder shall make its own investigation of existing conditions. Neither the Owner nor the Engineer shall be responsible for any additional compensation for Work performed under the Contract due to a Bidder's reliance upon such information prepared solely for the Owner's use. Failure of a Bidder to attend the pre-bid meeting, which failure to attend results in the Bidder not fully being familiar with the existing conditions and Project requirements, shall not be considered a basis for additional compensation to the successful Bidder for the Work. 2. OWNER & ENGINEER A. The Owner is: Village of Buckeye Lake 5192 Walnut Road SE P.O. Box 27 Buckeye Lake, OH 43008 Telephone Number: (740) 928-7100 Fax Number: (740) 928-8843 Project Contact: Vaughn Klingler B. The Engineer is: Jobes Henderson & Associates, Inc. 59 Grant Street Newark, OH 43055 Telephone Number: (740) 344-5451 Fax Number: (740) 344-5746 Project Contact: Susan Derwacter 3. PROJECT The Project consists of all labor, materials, and services necessary for the timely and proper completion of the VILLAGE OF BUCKEYE LAKE – Nutrient Reduction Project (Buck11-04M), all in accordance with the Contract Documents. 4. WORK The Project is divided into multiple bid packages. At this time, bids are being solicited for the separate bid Instructions to Bidders iii-1 packages listed below and combinations of these bid packages, if any, as identified in the bid form: Bid Package #1: Bid Package #2: Bid Package #3: Bid Package #4: VILLAGE OF BUCKEYE LAKE – NUTRIENT REDUCTION PROJECT (Buck11-04M) ___________________________ ___________________________ ___________________________ 5. ESTIMATE OF CONSTRUCTION COST The estimated cost of the Base Bid Work for this Project is $71,000. 6. CONTRACT DOCUMENTS The Contract Documents for the Project may be examined at the following locations: Village of Buckeye Lake Offices 5192 Walnut Road SE Buckeye Lake, OH 43008 740-928-7100 Jobes Henderson & Assoc., Inc. 59 Grant Street Newark, OH 43055 740-344-5451 Complete sets of bidding documents will be issued to bidders only through Jobes Henderson & Associates, Inc. Bidders may obtain bidding documents upon payment of $100.00 per set (nonrefundable) in the form of cash or a commercial bank check payable to Jobes Henderson & Associates, Inc. Bid documents may also be obtained by mail upon receipt of $100.00 plus $20.00 shipping fees at the above office. Previous plan holders will pay a reduced rate of $50.00 per bid set plus $20.00 shipping fees. Bidders shall use complete sets of Contract Documents in preparing bids. Neither the Owner nor the Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. The Owner or the Engineer, in making the Contract Documents available on the above terms, do so only for the purpose of obtaining bids on the Work and do not confer a license or grant for any other use. 7. PRE-BID MEETING A pre-bid meeting is not scheduled for this project. 8. PREPARATION OF BIDS A. All Bids must be submitted on the "Bid Form” furnished with the Contract Documents. B. All blank spaces shall be filled in, in ink or typewritten, in words and figures, and in figures only where no space is provided for words, and signed by the Bidder. The wording on the Bid Form shall be used without change, alteration, or addition. Any change in the wording or omission of specified accompanying documents may cause the Bid to be rejected. If both numbers and words are requested for any Bid item, the amount in words shall prevail if there is an inconsistency between the numbers and words written. C. Bidders shall note receipt of Addenda on the Bid Form. If the Bidder fails to acknowledge receipt of each Addendum, the Bid shall be deemed non-responsive, unless the Bid amount reflects receipt of the Addendum or the Addendum involves only a matter of form and does not affect the price, quantity or quality of the Work to be performed. D. Each Bidder shall submit one (1) original copy of its Bid to the Owner. The Bid Form shall be Instructions to Bidders iii-2 signed with the name typed or printed below the signature. A Bid shall not be submitted by facsimile transmission. A Bidder that is a corporation shall sign its Bid with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation to a contract. E. Each Bid shall be enclosed in a sealed opaque envelope with the Bidder's name and the title of the Project printed in the upper left hand corner and addressed as follows: Village of Buckeye Lake, Mayor, 5192 Walnut Road SE, Buckeye Lake, OH 43008, and shall be marked "Sealed Bid – VILLAGE OF BUCKEYE LAKE – NUTRIENT REDUCTION PROJECT (Buck11-04M)." Bids must be received at the designated location for the bid opening before 11:30 a.m. local time on Thursday, November 14, 2013. F. The completed Bid Form shall be accompanied by the following documents: 1) The Bid Guaranty (see Section 9 below); 2) Non-Collusion Affidavit; 3) Bidder’s Equal Employment Opportunity Certification; G. The Bidder shall take the following precautions in preparing its bid: 1) Sign the Bid and check to insure all blank spaces have been filled in with requested information and that the specified accompanying documents (listed in Item F above) have been included in a sealed opaque envelope addressed as described in Item E above. 2) When the Bid Form provides for quoting either an addition or deduction for an Alternate item, indicate whether the sum named is an addition or deduction. 3) When the Bid Form provides for quoting a unit price, the Bidder should quote the unit price as set forth in the Bid Documents. 4) When applicable, make sure that the Bid Guaranty is properly executed and signed by: a) The Bidder b) The Surety or Sureties 5) Make sure that the amount of the Bid Guaranty (if the Bid Guaranty is in the form of a certified check, letter of credit, or cashier's check) is for a specific sum in an amount as instructed in Section 9 below. If the Bid Guaranty is in the form of the Bid Guaranty and Contract Performance and Payment Bond, the amount may be left blank; if an amount is inserted, it must equal the total of the base bid and all add alternates included. Failure to state an amount equal to the total of the base bid and all add alternates shall make the bid non-responsive if the Owner selects alternates not included in the amount. 6) Make sure that the appropriate bid package and scope of work is inserted in the correct space on the Bid Guaranty and Contract Performance and Payment Bond Form. Failure to include work covered by the bid submitted may make the bid non-responsive. 9. BONDS AND GUARANTEES A. Bid Guaranty: Bidder shall furnish a Bid Guaranty, as prescribed in Sections 153.54, 153.57, and 153.571 of the Ohio Revised Code, in the form of either: (1) a bond for the full amount of the bid in the form of the Bid Guaranty and Contract Bond included in the Bid Documents; or (2) a certified check, cashier's check, or irrevocable letter of credit in an amount equal to 10% of the Instructions to Bidders iii-3 bid. Bid amount shall be the total of all sums bid, including all add alternatives, but excluding all deduct alternatives. NOTE: AIA Bid Bond forms are not acceptable. B. Contract Performance and Payment Bond: The successful Bidder who, as a Bid Guaranty, submits a certified check, cashier's check, or irrevocable letter of credit in an amount equal to 10% of the bid, shall furnish a Contract Performance and Payment Bond in the form Contract Performance and Payment Bond included in the Bid Documents in an amount equal to 100% of the Contract Sum. NOTE: AIA Bond forms are not acceptable. C. The bond must be issued by a surety company ("Surety") authorized by the Ohio Department of Insurance to transact business in the State of Ohio and acceptable to the Owner. The bond must be issued by a Surety capable of demonstrating a record of competent underwriting, efficient management, adequate reserves, and sound investments. These criteria will be deemed to be met if the Surety currently has an A.M. Best Company Policyholders Rating of "A-" or better and has or exceeds the Best Financial Size Category of Class VI. Other sureties may be acceptable to the Owner, in its sole discretion. D. All bonds shall be signed by an authorized agent of an acceptable Surety and by the Bidder. E. Bonds shall be supported by credentials showing the Power of Attorney of the agent, a certificate showing the legal right of the Surety to do business in the State of Ohio, and a financial statement of the Surety. F. The Bid Guaranty, as applicable, shall be in the name of or payable to the order of the Owner. G. The name and address of the Surety and the name and address of the Surety's Agent should be typed or printed on each bond. 10. BIDDER'S EXAMINATION AND REPRESENTATION A. Before submitting a Bid, each Bidder should carefully examine the Contract Documents and the construction Site and inform itself of the limitations and conditions related to the Work covered by the Bid and shall include in its Bid a sum to cover the cost of such items. Bidders awarded contracts will not be given extra payments for conditions that could have been determined by examining the Site and Contract Documents. B. It is the purpose and intent of the Contract Documents that a complete job be accomplished. It shall be each Bidder’s responsibility to include costs necessary to provide labor and materials for that portion of the Work bid upon, including incidentals, whether or not specifically called for in the Specifications and Drawings. 11. CLARIFICATION OF BIDDERS’ QUESTIONS A. Questions for this Project shall be directed to the Engineer. B. Each Bidder is responsible for calling to the attention of the Engineer any ambiguities, inconsistencies, errors, or omissions which occur in the Contract Documents for its part of the Work. If the Bidder fails to request clarification, the Bidder will be expected to overcome such conditions without additions to the bid amount. C. Prospective Bidders with questions as to the true meaning of any part of the Drawings, Specifications, or other Contract Documents shall submit to the Engineer not less than ten (10) days prior to the closing time for acceptance of bids, a written request for interpretation and clarification. D. Bidders are instructed to request interpretations and the issuance of addenda if the Contract Documents call for materials, equipment, or methods that adversely affect the cost or quality of the Project or are unavailable. Instructions to Bidders iii-4 12. METHOD OF AWARD A. All Bids shall remain open for acceptance for sixty (60) days following the day of the Bid opening, but the Owner may, in its sole discretion, release any Bid and return the Bid Guaranty prior to that date. The Bid Guaranty shall be subject to forfeiture, as provided in the Ohio Revised Code, if a Bid is withdrawn during the period the bids are being held. B. The Owner reserves the right to reject any, part of any, or all Bids and to waive any informalities and irregularities. The Bidder expressly acknowledges this right of the Owner to reject any or all Bids, or to reject any incomplete or irregular Bid. The Owner will award a single contract for each of the Bid Packages listed above or one or more combined contracts for combinations of the Bid Packages. Bidders must furnish all information requested on or accompanying the Bid Form. Failure to do so may result in disqualification of the Bid. C. Determination of Lowest Responsible Bid. Subject to the right of the Owner to reject any or all bids, the Owner will Award the Contract for the Work to the Bidder submitting the lowest responsible bid, taking into consideration accepted alternates. The Owner, in its sole discretion, will determine whether a bid or bidder is responsible. In evaluating Bids, the Owner shall consider the qualifications of the bidders, whether or not the bids comply with the prescribed requirements, and alternatives and unit prices, if requested, in the Bid Form. The Owner may also consider the qualifications and experience of suppliers and distributors. The Owner may conduct such investigations as are deemed necessary to establish the responsibility, qualifications and financial ability of the Bidders, proposed distributors and other persons and organizations to do the work in accordance with the Contract Documents to the Owner's satisfaction within the prescribed time. The Owner reserves the right to reject the bid of any Bidder that does not pass any such evaluation to the Owner’s satisfaction. The factors to be considered by the Owner in making its determination as to whether a Bidder is a responsible bidder include the following as the Owner, in its discretion, deems appropriate; the Owner may give such weight to each factor as it deems appropriate: 1) The Bidder’s Work History. The Bidder should have a record of consistent customer satisfaction and of consistent completion of projects, including projects which are comparable to or larger and more complex than the Owner’s Project, on time and in accordance with the applicable Contract Documents. If the Bidder’s management operates or has operated another construction company, the Owner may consider the work history of that company in determining responsibility of the Bidder. The Owner will consider the Bidder’s prior experience on other projects of the Owner and Engineer including the Bidder’s demonstrated ability to complete its work on these projects in accordance with the Contract Documents and on time, and its ability to work with the Owner and Engineer. The Bidder authorizes the Owner and its representatives to contact the owners and design professionals (and construction managers, if applicable) on projects on which the Bidder has worked, and authorizes and requests such owners and design professionals (and construction managers) to provide the Owner with a candid evaluation of the bidder’s performance. By submitting its Bid, the Bidder agrees that if it or any person, directly or indirectly, brings an action against any of such owners or design professionals (or construction managers) or the employees of any of them as a result of or related to such candidate evaluation and such action is not successful, the Bidder will reimburse such owners, design professionals and construction managers, and the employees of each of them, for all legal fees and expenses incurred by them related to such legal action. This obligation is expressly intended for the benefit of such owners, design professionals, and construction managers, and the employees of each of them. 2) The Bidder’s financial ability to complete the Contract successfully and on time, without resort to its Surety. Instructions to Bidders iii-5 3) The Bidder's prior experience with similar work on comparable or more complex projects; 4) The Bidder's equipment and facilities; 5) The adequacy, in numbers and experience, of the Bidder's work force to complete the Contract successfully and on time; 6) The Bidder’s compliance with federal, state, and local laws, and regulations, including but not limited to the Occupational Safety and Health Act; and 7) The ability of the Subcontractors the Bidder intends to use on the Project to meet all criteria in this Section. 8) The Bidder's participation in a drug-free workplace program acceptable to the Owner, and the Bidder's record for both resolved and unresolved findings for recovery as defined in Ohio Revised Code Section 9.24; and/or 9) Depending upon the type of the Work, other essential factors, as the Owner may determine. D. The apparent low bidder will provide the Engineer with such additional information as the Engineer may request regarding the Bidder's responsibility. Additionally, upon request from the Engineer, any other Bidder will provide the Engineer with such additional information as the Engineer may request regarding the Bidder’s responsibility. A Bidder will submit any requested information within three (3) business days of the date of the request. E. The failure to submit requested information on a timely basis may result in the determination that the Bidder is not responsible. F. By submitting its Bid, the Bidder agrees that the Owner’s determination of responsibility shall be final and conclusive, and that if the Bidder or any person challenges such determination in any legal proceeding and such challenge is not successful, the Bidder will reimburse the Owner for all legal fees and expenses incurred by the Owner that are related to such challenge, including the cost of collection. G. Within three (3) business days of the Owner’s receipt of the Bids or such longer time as may be permitted in writing by the Engineer, the apparent low bidder will submit the following information: 1) A list of all proposed Subcontractors, suppliers, and manufacturers, including the contract amount for each proposed Subcontractor, supplier, and manufacturer that will provide either labor, material or a combination of labor and material in excess of $20,000.00 for the project; and 2) Experience qualification statements for all proposed Subcontractors, suppliers, and manufacturers that will provide either labor, material or a combination of labor and material in excess of $20,000.00 for the project. After approval by the Owner and Engineer of the list of proposed Subcontractors, suppliers, and manufacturers submitted by the successful Bidder, the list shall not be changed unless written approval of the change is authorized by the Owner and Engineer. H. Affidavit as to Property Taxes. The successful Bidder will be required to submit, prior to the time of the entry into the Contract for the Work, an affidavit in the form required by Section 5719.042, Ohio Revised Code, regarding the status of the Bidder's personal property taxes. A copy of the form of affidavit is included in the Contract Documents. I. No Bidder may withdraw its Bid within sixty (60) days after the date the Bids are opened. Instructions to Bidders iii-6 J. The Owner reserves the right to disqualify Bids, before or after opening, upon evidence of collusion with intent to defraud or other illegal practices on the part of the Bidder. 13. SUBSTITUTIONS/NON-SPECIFIED PRODUCTS No substitutions will be considered or accepted prior receipt of the Bids. Upon execution of the Agreement, substitutions will only be made in accordance with the General Conditions. 14. ALTERNATES A. The Owner may request Bids on Alternates. If the Owner requests Bids on Alternates, the Bidder should include the cost of the Alternates requested on its Bid Form. B. At the time of awarding the Contract, the Owner will select or reject Alternates as it determines is in its best interest. A Bidder's failure to include in its Bid Form the cost of an Alternate selected by the Owner and applicable to the Bidder's work may render the bid non-responsive and be grounds for the rejection of the Bid. Otherwise, the failure to include the cost of an Alternate will not be deemed material. If a Bidder fails to include a cost of an alternate in its Bid Form, the bidders bid amount for that alternate will be $0.00. C. The Bidder acknowledges that although there is an estimate for the cost of the Project, the market conditions may and frequently do result in the estimate being different from the sum of the Bids received, either higher or lower. The Bidder understands that the Owner may include Alternates, which may include deduct Alternates as well as add Alternates, to give it the flexibility in building the Project with the funds that are available. The Bidder further understands and acknowledges that use of add and deduct Alternates is a long held customary practice in the construction industry in the State of Ohio. The Bidder also acknowledges that the Owner will not make a decision about the Alternates on which to base the award of contracts until the bids are received, and the Owner can compare its available funds with the Base Bids and the cost or savings from selecting different Alternates. The Bidder understands that the award to the lowest responsible Bidder will be based on the lowest Base Bid plus selected Alternates, and may result in an award to a Bidder other than the Bidder that submitted the lowest Base Bid. D. If, during the progress of the Work, the Owner desires to reinstate any alternate not included in the contract, the Owner reserves the right to reinstate the alternate at the price bid by the contractor provided that such action is taken in sufficient time so as not to delay the progress of the work or cause the contractor additional expense. 15. UNIT PRICES Where unit prices are requested in the Bid Form for a Prime Contract on which the Bidder submits a Bid, the Bidder shall quote a unit price. Unless otherwise expressly provided in the Contract Documents, such unit prices shall include all labor, materials and services necessary for the timely and proper installation of the item for which the unit prices are requested. The unit prices quoted in the Bid shall be the basis for any Change Orders entered into under the Owner-Contractor Agreement, unless the Engineer determines that the use of such unit prices will cause substantial inequity to either the Contractor or the Owner. 16. ADDENDA A. The Owner reserves the right to issue Addenda changing, altering, or supplementing Contract Documents prior to the time set for receiving bids. The Engineer will issue the Addenda to clarify Bidders’ questions, to change, alter, or supplement the Contract Documents. B. Any explanation, interpretation, correction or modification of the Contract Documents will be issued in writing in the form of an Addendum, which shall be the only means considered binding. Explanations or interpretations made by any other means shall NOT be legally binding. All Addenda shall become a part of the Contract Documents. C. Bidders must submit questions to the Engineer in sufficient time in advance of the Bid opening to Instructions to Bidders iii-7 allow the Engineer to respond. All Addenda will be issued, except as hereinafter provided, and mailed or otherwise issued to persons who have obtained Contract Documents for the Project, at least seventy-two (72) hours prior to the published time for the opening of bids, excluding Saturdays, Sundays and legal holidays. If any Addendum is issued within such seventy-two (72) hour period, then the time for opening of Bids shall be extended one (1) week with no further advertising of bids required. D. Copies of each Addendum will be sent only to the Contractors to whom Contract Documents have been issued. Receipt of Addenda shall be indicated by Bidders in the space provided on the Bid Form. Bidders are responsible for acquiring issued Addenda in time to incorporate them into their Bid. Bidders should contact the Engineer prior to the Bid opening to verify the number of Addenda issued. E. If a Bidder fails to indicate receipt of all Addenda issued by the Engineer on its Bid Form, the Bid of such Bidder will be deemed to be responsive only if: 1) The Bid received clearly indicates that the Bidder received the Addendum, such as where the Addendum added another item to be bid upon and the Bidder submitted a bid on that item; or 2) The Addendum involves only a matter of form or is one that has either no effect or merely a trivial or negligible effect on price, quantity, quality, or delivery of the item bid upon. 17. INTERPRETATION A. If a Contractor contemplating submitting a Bid for the proposed project is in doubt as to the true meaning of any part of the Specifications or Contract Documents, it may submit a written request for an interpretation thereof to the Engineer at the numbers listed on the first page of these Instructions to Bidders. Any interpretation of the Contract Documents will be made by Addendum only, duly signed, and a copy of such Addendum will be mailed or delivered to each person receiving a set of Contract Documents. The Owner will not be responsible for any other explanation or interpretation of the proposed documents. B. In interpreting the Contract Documents, words describing materials that have a well-known technical or trade meaning, unless otherwise specifically defined in the Contract Documents, shall be construed in accordance with the well-known meaning recognized by the trade. C. Bidders are responsible for notifying the Engineer in a timely manner of any ambiguities, inconsistencies, errors or omissions in the Contract Documents. The Bidder shall not, at any time after the execution of the Contract, be compensated for a claim alleging insufficient data, incomplete Contract Documents, or incorrectly assumed conditions regarding the nature or character of the Work, if no request for interpretation was made by the Bidder prior to the bid opening. 18. TAX STATUS The Owner is a political subdivision of the State of Ohio and is exempt from taxation under the Ohio Sales Tax and Use Tax Laws. Building materials that the successful Bidder purchases for incorporation into the Project will be exempt from state sales and use taxes if the successful Bidder provides a properly completed sales tax exemption certificate, executed by the successful Bidder and the Owner, to the vendors or suppliers when the materials are acquired. The Owner will execute properly completed certificates on request. 19. DATE FOR COMPLETION/LIQUIDATED DAMAGES A. Milestone Completion. To the extent the Contract Documents include Milestone Completion Dates, each successful Bidder shall have its required Work completed by the respective Milestone Completion Date(s) (if any) set forth in the Contract Documents. The work required to be Instructions to Bidders iii-8 completed by the Milestone Completion Date(s) is defined in the Contract Documents. By submitting a Bid for the Work, the Bidder agrees that the periods for performing the Work are reasonable, and that the Bidder can complete the required Work by the applicable Milestone Completion Date(s). If the successful Bidder does not have its Work on the Project completed by the Milestone Completion Date(s) (if any) for its portion of the Work as established in the Contract Documents, the Owner shall be entitled to retain or recover from the successful Bidder, as Liquidated Damages, and not as a penalty in compliance with Ohio Revised Code Section 153.19, the amounts set forth in the Contract Documents for each and every calendar day beyond the Milestone Completion Date(s) as extended in accordance with the Contract Documents. The Owner’s right to recover Liquidated Damages shall not substitute for any right of recovery for additional costs incurred should the successful Bidder fail to complete the Contract according to the Contract Documents. Liquidated Damages are necessary in that it is impossible to precisely calculate the monetary loss to the Owner as the result of any delay in implementation B. not used C. Substantial Completion. Each successful Bidder shall have its work substantially completed by the respective Date for Substantial Completion set forth in the Contract Documents. The Project Time Schedule will be finalized after award of the contracts for the Work, as described in the Contract Documents, and is subject to review and acceptance by the Owner and Engineer. The term Substantial Completion is defined in the Contract Documents. For purposes of the Contract Documents applicable to the Contractor, the term Substantial Completion shall refer to the date of completion for the Contractor’s portion of the Work as established in the Project Time Schedule. By submitting a Bid for the Work, the Bidder agrees that the periods for performing the Work are reasonable, and that the Bidder’s Work can be substantially complete by its applicable date for Substantial Completion. If the successful Bidder does not have its Work on the Project completed by the Date for Final Completion for its portion of the Work as established in the Contract Documents, the Owner shall be entitled to retain or recover from the successful Bidder, as Liquidated Damages, and not as a penalty in compliance with Ohio Revised Code Section 153.19, the amounts set forth in the Contract Documents for each and every calendar day beyond the date of Final Completion as extended in accordance with the Contract Documents. The Owner’s right to recover Liquidated Damages shall not substitute for any right of recovery for additional costs incurred should the successful Bidder fail to complete the Contract according to the Contract Documents. Liquidated Damages are necessary in that it is impossible to precisely calculate the monetary loss to the Owner as the result of any delay in implementation. D. Final Completion. Each successful Bidder shall have its work fully completed by the Dates for Final Completion set forth in the Contract Documents. By submitting a Bid for the Work, the Bidder agrees that the periods for performing the Work are reasonable, and that the Bidder’s Work can be fully completed by the date for Final Completion. If the successful Bidder does not have its Work on the Project completed by the Date for Final Completion for its portion of the Work as established in the Contract Documents, the Owner shall be entitled to retain or recover from the successful Bidder, as Liquidated Damages, and not as a penalty in compliance with Ohio Revised Code Section 153.19, the amounts set forth in the Contract Documents for each and every calendar day beyond the date of Final Completion as extended in accordance with the Contract Documents. The Owner’s right to recover Liquidated Damages shall not substitute for any right of recovery for additional costs incurred should the successful Bidder fail to complete the Contract according to the Contract Documents. Liquidated Damages are necessary in that it is impossible to precisely calculate the monetary loss to the Owner as the result of any delay in implementation. E. The Bidder acknowledges by submitting its Bid and entering into a contract with the Owner that such amounts of Liquidated Damages represent a reasonable estimate of the actual damages that Instructions to Bidders iii-9 the Owner would incur if the work were not completed by the foregoing dates. These Liquidated Damages are damages for loss of use of the Project, and the successful Bidder in addition to the Liquidated Damages will be obligated to indemnify and hold the Owner harmless from any claims, and if the Work on the Project is accelerated because of delay, for all costs related to the acceleration of the Work, as provided in the Contract Documents. 20. PREVAILING WAGE The Bidder to whom the Contract is awarded shall be required to pay, as a minimum, the prevailing wage rates promulgated by the State. Applicable wage rates are included in Section 6.0. 21. OWNER’S RIGHT TO WAIVE DEFECTS AND IRREGULARITIES A. The Owner reserves the right to waive any and all irregularities provided that the defects and irregularities do not affect the amount of the Bid in any material respect or otherwise give the Bidder a competitive advantage. B. By submitting its Bid, the Bidder agrees that (i) the Owner’s determination of whether a defect or irregularity affects the amount of the Bid in any material respect or otherwise gives the Bidder a competitive advantage will be final and conclusive; and (ii) the Bidder will pay the Owner’s attorneys and consultants’ fees related to any challenge to the bid procedure or process, brought directly or indirectly by the Bidder and/or any of its affiliates, which is unsuccessful. 22. EXECUTION OF THE CONTRACT Within seven (7) calendar days of the Award of the Contract, or such other time designated by the Engineer, the successful Bidder shall execute and deliver to the Engineer the required number of the following documents: A. The Owner-Contractor Agreement Form; B. Contract Performance and Payment Bond, if the Bidder did not submit a Bid Guaranty and Contract Performance and Payment Bond with its bid; C. Insurance Certificates; D. Valid Workers’ Compensation Certificate E. Stormwater Pollution Prevention Program; and F. Any other documents identified in the Contract Documents for submission with the signed agreement. The failure of the successful bidder to execute and deliver the required documents shall constitute a default that entitles the Owner to the Bidder's bid guaranty, as provided in the Ohio Revised Code. 23. MODIFICATION/WITHDRAWAL OF BIDS A. Modification. A Bidder may modify its Bid by written communication to the Owner addressed to the Owner, attention of the Safety Services Coordinator, at the Owner's address at any time prior to the scheduled closing time for receipt of Bids, provided such written communication is received by the Safety Services Coordinator prior to the Bid deadline. The written communication shall not reveal the Bid price, but should provide the addition or subtraction or other modification so that the final prices or terms will not be known until the sealed Bid is opened. If the Bidder's written instructions with the change in Bid reveal the Bid amount in any way prior to the Bid opening, the Bid may be rejected as non-responsive. B. Withdrawal Prior to Bid Deadline. A Bidder may withdraw its Bid at any time for any reason prior to the Bid deadline established in the Notice to Bidders. The request to withdraw shall be made in Instructions to Bidders iii-10 writing and submitted to the Owner, attention of the Safety Services Coordinator, at the Owner's address. The request for withdrawal must be received by the Safety Services Coordinator prior to the time of the Bid opening. C. Withdrawal After Bid Deadline. 1) All Bids shall remain valid and open for acceptance for a period of at least 60 days after the Bid opening; provided, however, that a Bidder may request withdrawal its Bid from consideration after the Bid deadline when all of the following apply: a) the price of the Bid was substantially lower than the other Bids; b) the reason for the Bid being substantially lower was a clerical mistake, rather than a mistake in judgment, and was due to an unintentional and substantial error in arithmetic or an unintentional omission of a substantial quantity of work, labor, or material; c) the Bid was submitted in good faith; d) the Bidder provides written notice to the Owner, to the attention of the Safety Services Coordinator, within two (2) business days after the Bid opening for which the right to withdraw is claimed. 2) No Bid may be withdrawn under this provision if the result would be the awarding of the contract on another Bid for the Bid Package from which the Bidder is withdrawing its Bid to the same Bidder. 3) If a Bid is withdrawn under this provision, the Owner may award the Contract to another Bidder determined by the Owner to be the lowest responsible Bidder or the Owner may reject all Bids and advertise for other Bids. In the event the Owner advertises for other Bids, the withdrawing Bidder shall pay the costs incurred in connection with the rebidding by the Owner, including the cost of printing new Contract Documents, required advertising, and printing and mailing notices to prospective bidders, if the Owner finds that such costs would not have been incurred but for such withdrawal. 24. EQUAL EMPLOYMENT OPPORTUNITY/NONDISCRIMINATION A. Minority, female, and disadvantaged businesses will be afforded full opportunity to submit Bids, and Bidders will not be discriminated against on the grounds of race, color, religion, sex, age, handicap, ancestry, or national origin in the consideration of an award. The successful Bidder(s) shall follow the EEO/nondiscrimination requirements, as applicable to the Project, that are contained in the Owner-Contractor Agreement. END OF SECTION Instructions to Bidders iii-11 THIS PAGE LEFT INTENTIONALLY BLANK Instructions to Bidders iii-12 1.0 BID PROPOSAL PAGE LEFT INTENTIONALLY BLANK Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF BID FORM 1.01 BID SUBMITTED BY: (Contractor) DATED: 1.02 , 20__ DELIVER TO: Village of Buckeye Lake, Ohio 5192 Walnut Road SE Buckeye Lake, Ohio 43008 1.03 Having reviewed the Contract Documents for the Project entitled: Village of Buckeye Lake – Nutrient Reduction Project (Buck11-04M) for the Village of Buckeye Lake, Licking County, Ohio, and having also received, read and taken into account the following Addenda: Addendum No. ______, dated ____________________________; Addendum No. ______, dated ____________________________; Addendum No. ______, dated ____________________________; Addendum No. ______, dated ____________________________; Addendum No. ______, dated ____________________________; and likewise having inspected the Site and the conditions affecting and governing the Project and confirmed the location of the site utilities and all existing structures, the undersigned hereby proposes to furnish all materials and to perform all labor, as specified and described in the said Contract Documents for all work necessary to complete the Project on a timely basis and in accordance with the Contract Documents regardless of whether expressly provided for in such Specifications and Drawings. 1.04 Before completing the Bid Form, the undersigned represents that it has carefully reviewed the Contract Documents, including but not limited to the Notice to Bidders, Instructions to Bidders, Bid Form, Form of Bid Guaranty and Contract Performance and Payment Bond, Contractor’s Affidavit (ORC 5719.042), Owner-Contractor Agreement, General Conditions of the Contract (EJCDC C-700, 2002 edition) (as modified), Special Conditions (if any), Project Specifications, and the Schedule. Failure to comply with provisions of the Contract Documents may be cause for disqualification of the Bid. 1.05 BONDS AND CONTRACT: If the undersigned is notified of Bid acceptance, it agrees to furnish required bonds as indicated in Instructions to Bidders. 1.06 COMPLETION OF WORK: In submitting a Bid, the undersigned agrees to execute the Owner-Contractor Agreement in the form included in the Contract Documents and to complete its work as required by the Contract Documents. Bid Form 1.1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF NOTE A: The wording of the Bid Form shall be used throughout, without change, alteration, or addition. Any change may cause it to be rejected. NOTE B: Bidder is cautioned to bid only on the “Brands” specified. 2.01 BID: All labor and material for the contracts listed below. Bidder is to fill in all blanks related to the Bid Package for which a Bid is being submitted. If no Bid is submitted for an item, then insert "NO BID" in the blank. Note that the current 2013 ODOT Construction & Material Specifications and City of Columbus Construction and Material Specifications shall apply to this project. Bid Form 1.2 614 624 642 832 8 9 10 11 EROSION CONTROL PARKING STALL MARKER LINE MOBILIZATION MAINTENANCE OF TRAFFIC 8" CONDUIT, TYPE B Submitted By: 14 SPECIAL PLANTS 611 7 CATCH BASIN 2-2B 16 611 6 EXCAVATION SPECIAL SITE PREPARATION; GRAVEL, SOIL, ETC. 204 5 CATCH BASIN REMOVED 15 202 4 PIPE REMOVED, 24" AND UNDER SPECIAL 6" PERVIOUS CONCRETE PAVEMENT SUNTREE TECH: GRATE INLET SKIMMER BOX, OR SPECIAL APPROVED EQUAL 202 3 PAVEMENT REMOVED, ASPHALT 13 202 2 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND SPECIAL 12" #57 CRUSHED LIMESTONE AGGREGATE BASE 103 1 Description 12 Item Line No. 1 440 440 2 189 63 1 160 1 1 22 2 128 2 22 238 Total SQ FT SQ FT EACH SQ YD CU YD LUMP FT LUMP LUMP FT EACH CU YD EACH FT SQ YD LUMP Unit BASE BID Labor Total TOTAL BASE BID Materials Unit Price Extended Price Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Bid Form 1.4 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) 3.01 4.01 BL SWIF INSTRUCTIONS FOR SIGNING A. The person signing for a sole proprietorship must be the sole proprietor or his authorized representative. The name of the sole proprietor must be shown below. B. The person signing for a partnership must be a partner or his authorized representative. C. The person signing for a corporation must be the president, vice president or other authorized representative; or he must show authority, by affidavit, to bind the corporation. D. The person signing for some other legal entity must show his authority, by affidavit, to bind the legal entity. BIDDER CERTIFICATIONS. The Bidder hereby acknowledges that the following representations in this Bid are material and not mere recitals: 1. The Bidder has read and understands the Contract Documents and agrees to comply with all requirements of the Contract Documents, regardless of whether the Bidder has actual knowledge of the requirements and regardless of any statement or omission made by the Bidder which might indicate a contrary intention. 2. The Bidder represents that the Bid contains the name of every person interested therein and is based upon the Standards specified by the Contract Documents. 3. The Bidder has visited the Project Site, become familiar with local conditions and has correlated personal observations about the requirements of the Contract Documents. The Bidder has no outstanding questions regarding the interpretation or clarification of the Contract Documents. 4. The Bidder and each person signing on behalf of the Bidder certifies, and in the case of a Bid by joint venture, each member thereof certifies as to such member's entity, under penalty of perjury, that to the best of the undersigned's knowledge and belief: (a) the Base Bid, any Unit Prices and any Alternate bid in the Bid have been arrived at independently without collusion, consultation, communication or agreement, or for the purpose of restricting competition as to any matter relating to such Base Bid, Unit Prices or Alternate bid with any other Bidder; (b) unless otherwise required by law, the Base Bid, any Unit Prices and any Alternate bid in the bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to the Bid opening, directly or indirectly, to any other Bidder who would have any interest in the Base Bid, Unit Prices or Alternate bid; (c) no attempt has been made or will be made by the Bidder to induce any other Person to submit or not to submit a bid for the purpose of restricting competition; and (d) the statements made in the Bidder's Affidavit’s included in the Contract Documents are true and correct, to the best of the Bidder's knowledge and information. 5. The Bidder will execute the form of Owner-Contractor Agreement in the form included with the Contract Documents, if a Contract is awarded on the basis of this Bid, and if the Bidder does not execute the Agreement for any reason, other than as authorized by law, the Bidder and the Bidder's Surety are liable to the Owner as provided in the Instructions to Bidders. 6. The Bidder certifies that the upon the award of a Contract, the Contractor will make a good faith effort to ensure that all of the Contractor's employees, while working on the Project site, will not purchase, transfer, use or possess illegal drugs or alcohol or abuse prescription drugs in any way. 7. The Bidder agrees to furnish any information requested by the Engineer or the Owner's authorized representative to evaluate that the Bidder is responsible and that the Bid is responsive to the specifications. 8. The Bidder agrees to furnish the submittals required by the Instructions to Bidders for execution of the Owner/Contractor Agreement within seven (7) calendar days of the date of the Notice of Award. Bid Form 1.7 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF 9. The Bidder certifies that it has no unresolved findings for recovery issued by the Auditor of State. NOTE: The Bidder should review the Contract Documents and the Site and conditions under which the Work will be performed so that he can give the acknowledgments contained above. LEGAL NAME OF BIDDER: BIDDER IS: (sole proprietor, partnership, corporation or other legal entity) NAME & TITLE OF PERSON LEGALLY AUTHORIZED TO BIND BIDDER TO A CONTRACT: ____________________________________________________________________________ Name Title SIGNATURE: ________________________________ ADDRESS: ________________________________ ________________________________ TELEPHONE: ________________________________ FAX: ________________________________ FEDERAL TAX I.D. # ________________________________ DATE SIGNED ________________________________ When the Bidder is a partnership or a joint venture, state name and address of each partner in the partnership or participant in the joint venture below: _____________________________________ ________________________________ _____________________________________ Name ________________________________ ________________________________ Address _____________________________________ ________________________________ _____________________________________ Name ________________________________ ________________________________ Address _____________________________________ ________________________________ _____________________________________ Name ________________________________ ________________________________ Address _____________________________________ ________________________________ _____________________________________ Name ________________________________ ________________________________ Address END OF SECTION Bid Form 1.8 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF BID GUARANTY AND CONTRACT PERFORMANCE AND PAYMENT BOND (O.R.C. § 153.571) KNOW ALL PERSONS BY THESE PRESENTS, that we, the undersigned ("Contractor") as principal and as sureties are hereby held and firmly bound unto the Village of Buckeye Lake, Licking County, Ohio, as obligee in the penal sum of the dollar amount of the bid submitted by the principal to the obligee on , 20__, to undertake [INSERT BID PACKAGE NUMBER AND DESCRIPTION] in connection with the construction of the VILLAGE OF BUCKEYE LAKE – NUTRIENT REDUCTION PROJECT (Buck1104M). The penal sum referred to herein shall be the dollar amount of the principal's bid to the obligee, incorporating any additive or deductive Alternates made by the principal on the date referred to above to the obligee, which are accepted by the obligee. In no case shall the penal sum exceed the amount of Dollars ($ ). (If the foregoing blank is not filled in, the penal sum will be the full amount of the principal's bid, including add Alternates. Alternatively, if the blank is filled in the amount stated must not be less than the full amount of the bid including add Alternates, in dollars and cents. A percentage is not acceptable.) For the payment of the penal sum well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns. Signed this _____ day of ________________, 20__. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that whereas the above named principal has submitted a bid for work on the Project. Now, therefore, if the obligee accepts the bid of the principal and the principal fails to enter into a proper contract in accordance with the bid, plans, details, specifications, and bills of material; and in the event the principal pays to the obligee the difference not to exceed ten percent (10%) of the penalty hereof between the amount specified in the bid and such larger amount for which the obligee may in good faith contract with the next lowest bidder to perform the work covered by the bid; or in the event the obligee does not award the contract to the next lowest bidder and resubmits the project for bidding, the principal pays to the obligee the difference not to exceed ten percent (10%) of the penalty hereof between the amount specified in the bid, or the costs, in connection with the resubmission, of printing new contract documents, required advertising, and printing and mailing notices to prospective bidders, whichever is less, then this obligation shall be null and void, otherwise to remain in full force and effect; if the obligee accepts the bid of the principal and the principal within ten (10) days after the awarding of the contract enters into a proper contract in accordance with the bid, plans, details, specifications, and bills of material, which said contract is made a part of this bond the same as though set forth herein. Now also, if the said principal shall well and faithfully do and perform the things agreed by said principal to be done and performed according to the terms of said contract; and shall pay all lawful claims of subcontractors, materialmen, and laborers, for labor performed and materials furnished in the carrying forward, performing, or completing of said contract; we agreeing and assenting that this undertaking shall be for the benefit of any materialman or laborer having a just claim, as well as for the obligee herein; then this obligation shall be void; otherwise the same shall remain in full force and effect; and surety shall indemnify the obligee against all damage suffered by failure of the principal to perform the contract according to its provisions and in accordance with the plans, details, specifications, and bills of material therefor and to pay all lawful claims of subcontractors, materialmen, and laborers for labor performed or material furnished in carrying forward, performing, or completing Bid Guaranty and Contract Performance and Payment Bond 1.9 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF the contract and surety further agrees and assents that this undertaking is for the benefit of any subcontractor, material man, or laborer having a just claim, as well as for the obligee; it being expressly understood and agreed that the liability of the surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. The said surety hereby stipulates and agrees that no modifications, omissions, or additions in or to the terms of the said contract or in or to the plans or specifications therefore shall in any wise affect the obligations of said surety on its bond. The said surety further stipulates that it is authorized to execute bonds in the State of Ohio and that the liability incurred is within the limits of Section 3929.02 of the Ohio Revised Code. Signed and sealed this _____ day of ___________________, 20__. (PRINCIPAL) (Seal) By: Printed Name & Title: (SURETY) (Seal) By: Printed Name & Title: NAME OF SURETY'S AGENT Surety's Agent's Address: Surety's Agent's Telephone Number: Surety's Agent's Fax Number: Bid Guaranty and Contract Performance and Payment Bond 1.10 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF NON-COLLUSION AFFIDAVIT State of Ohio County of ) ) SS ) Bid Identification Contractor, , being first duly sworn, deposes and says that he is of (sole owner, a partner, president, secretary, etc.) the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix any overhead, profit, or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract or anyone interested in the proposed contract; that all statements contained in such bid are true; and, further that said bidder has not, directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to such person or persons as have a partnership or other financial interest with said bidder in his general business. SIGNED TITLE Subscribed and sworn to before me this day of , 20__. (SEAL) Notary Public Non-Collusion Affidavit 1391603v1 1.11 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Non-Collusion Affidavit 1391603v1 1.12 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF NON-DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY AFFIDAVIT (THIS AFFIDAVIT IS PART OF THE BID) STATE OF SS COUNTY OF being first duly sworn, deposes and says that he is of the part who (Title) (Company) made the foregoing proposal; that such party as bidder does not and shall not discriminate against any employee or applicant for employment because of race, creed, color, sex, age, religion, handicap, familial status or national origin. If awarded the bid and contract under this proposal, said party shall take affirmative action to insure that applicants are employed and that employees are treated, during employment, without origin. If successful as the lowest and best bidder under the foregoing proposal, this party shall post non-discrimination notices in conspicuous places available to employees and applicants for employment setting forth the provisions of this affidavit. Further more, said party agrees to abide by the assurance found in Section 153.54 of the Ohio Revised Code in the Contract Provisions with the Owner if selected as the successful bidder by the Owner. Signature Affiant Company/Corporation Address City/State/Zip Code Sworn to and subscribed before me this day of , 20_ . (Seal) Notary Public Minority and Women’s Business Participation Policy 1.13 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Minority and Women’s Business Participation Policy 1.14 2.0 AGREEMENT PAGE LEFT INTENTIONALLY BLANK Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF OWNER-CONTRACTOR AGREEMENT OWNER: Village of Buckeye Lake, Ohio 5192 Walnut Road SE Buckeye Lake, OH 43008 Phone: (740) 928-7100 Contract: Alternates: Contractor: Address: PROJECT: VILLAGE OF BUCKEYE LAKE NUTRIENT REDUCTION PROJECT (Buck11-04M) Fax: Date: This document is an agreement between the Owner and the Contractor for the Work described in the Contract Documents related to the Contract identified above for the Project and is entered into as of the date set forth above ("Agreement"). The Owner and the Contractor agree as set forth in the following paragraphs: 1. CONTRACT DOCUMENTS. The Contract Documents consist of the following documents: A. Notice to Bidders; B. Instructions to Bidders; C. Bid Form; D. Owner-Contractor Agreement; E. General Conditions of the Contract for Construction (EJCDC C-700, 2002 edition), as modified; F. Drawings; G. Specifications; H. Addenda issued; I. Contractor’s Non-Collusion Affidavit; J. Contractor’s Qualifications Statement; K. Contractor’s Personal Property Tax Affidavit (R.C. 5719.042); L. Contractor’s Non-Discrimination and Equal Employment Opportunity Affidavit; M. Minority and Women’s Business Participation Policy, Data Sheets I, II and III; N. Contractor’s Payment Application Checklist; O. Statement of Claim Form; P. Modifications issued after the execution of the contract, including: i. A written amendment to the Agreement signed by both parties; ii. A Change Order; or, iii. A Work Change Directive. 2. ENGINEER RELATIONSHIP. The Contract Documents shall not be construed to create a contractual relationship of any kind between the Engineer and the Contractor or any Subcontractor or Material Supplier to the Project. The Engineer, however, shall be entitled to performance of the obligations of the Contractor intended for their benefit and to enforcement of such obligations, but nothing contained herein shall be deemed to give the Contractor or any third party any claim or right of action against the Engineer which does not otherwise exist without regard to this Contract. The Contractor and its Subcontractors shall not be deemed to be beneficiaries of any of the acts or services of the Engineer, which are performed for the sole benefit of the Owner. The Contractor shall forward all communications to the Owner through the Engineer and hereby acknowledges and agrees that any instructions, reviews, advice, approvals, orders or directives that are rendered to it by the Engineer are Owner – Contractor Agreement 2.1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF specifically authorized and directed by the Owner to the Contractor through the Engineer acting on behalf of the Owner. 2.1 3. The Engineer is: Jobes Henderson & Associates, 59 Grant Street, Newark, OH 43055 P 740-344-5451 F 740-344-5746 TIME FOR COMPLETION AND PROJECT COORDINATION. 3.1 DATE FOR COMMENCEMENT. The date for commencement of the Work shall be the date established in the written Notice to Proceed issued by the Owner to the Contractor. 3.2 MILESTONE COMPLETION DATES. The Milestone Completion Dates for the Project are as follows: Milestone Date No. 1: Substantial Completion – November 1, 2014. 3.3 DATE FOR SUBSTANTIAL COMPLETION. The Date for Substantial Completion of the Project is November 1, 2014 3.4 DATE FOR FINAL COMPLETION. The Date for Final Completion of the Project is November 14, 2014. 3.5 LIQUIDATED DAMAGES. If the Contractor does not have its Work on the Project complete by the Contractor's Milestone Date(s) (if any), Date for Substantial Completion or Date for Final Completion for its portion of the Project, the Contractor shall pay the Owner (and the Owner may set off from sums coming due the Contractor) liquidated damages in the per diem amounts as set forth below: 3.5.1 Milestone Dates. 3.5.1.1 For each calendar day for which Contractor has not yet completed its Work required for each Milestone (if any), Owner may without Change Order, deduct the sum specified herein from any amount due the Contractor, not as a penalty, but as liquidated damages. The Owner and Contractor agree that in the event of such delay in reaching the Milestone Date(s), Owner may incur damages that are difficult to calculate and the liquidated damages provided for herein are reasonable. 3.5.1.2 Schedule of Liquidated Damages for Milestones. Original Contract Amount (Total Amount of the Bid) From More Than To and Including $1.00 $50,000.01 $150,000.01 $500,000.01 $2,000,000.01 $5,000,000.01 3.5.2 $50,000.00 $150,000.00 $500,000.00 $2,000,000.00 $5,000,000.00 $10,000,000.00 Amount of Liquidated Damages to be deducted for each Calendar Day of Overrun in Time $150.00 $250.00 $500.00 $1,000.00 $2,000.00 $2,500.00 Substantial Completion. Owner – Contractor Agreement 2.2 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF 3.5.2.1 For each calendar day for which Contractor has not yet achieved Substantial Completion, Owner may without Change Order, deduct the sum specified herein from any amount due the Contractor, not as a penalty, but as liquidated damages. The Owner and Contractor agree that in the event of such delay in reaching Substantial Completion, Owner may incur damages that are difficult to calculate and the liquidated damages provided for herein are reasonable. 3.5.2.2 Schedule of Liquidated Damages for Substantial Completion. Original Contract Amount (Total Amount of the Bid) From More Than To and Including $1.00 $50,000.01 $150,000.01 $500,000.01 $2,000,000.01 $5,000,000.01 3.5.3 $50,000.00 $150,000.00 $500,000.00 $2,000,000.00 $5,000,000.00 $10,000,000.00 Amount of Liquidated Damages to be deducted for each Calendar Day of Overrun in Time $150.00 $250.00 $500.00 $1,000.00 $2,000.00 $2,500.00 Final Completion. 3.5.3.1 For each calendar day for which Contractor has not yet achieved Final Completion, Owner may without Change Order, deduct the sum specified herein from any amount due the Contractor, not as a penalty, but as liquidated damages. The Owner and Contractor agree that in the event of such delay in reaching Final Completion, Owner may incur damages that are difficult to calculate and the liquidated damages provided for herein are reasonable. 3.5.3.2 Schedule of Liquidated Damages for Final Completion. Original Contract Amount (Total Amount of the Bid) From More Than To and Including $1.00 $50,000.01 $150,000.01 $500,000.01 $2,000,000.01 $5,000,000.01 $50,000.00 $150,000.00 $500,000.00 $2,000,000.00 $5,000,000.00 $10,000,000.00 Amount of Liquidated Damages to be deducted for each Calendar Day of Overrun in Time $150.00 $250.00 $500.00 $1,000.00 $2,000.00 $2,500.00 In addition to the Owner's right to Liquidated Damages, the Contractor shall indemnify, defend, and hold the Owner and its employees harmless from any delay, acceleration, loss of productivity, or other claims relating to or resulting from delays caused by the Contractor and from all costs and expenses incurred as a result of such claims, including but not limited to attorneys' and consultants' fees. Permitting Contractor to continue and complete the Work or any part thereof after any specified Contract Time will in no way operate as a waiver of any right of the Owner under this Agreement. 3.6 PROGRESS SCHEDULE. The Progress Schedule shall be developed as provided in the Contract Documents. The Contractor's obligation to furnish requested scheduling information is a material term of its Contract, the breach of which may be justification for withholding payment otherwise due the Contractor. Inclusion of the proper staffing levels in the Progress Schedule shall not constitute approval of such staffing levels. The Contractor shall continuously monitor the Progress Schedule so as to be familiar with the timing, phasing, and sequence of operations of the Work and of other Work on the Project and shall execute the Work in accordance with the requirements of the Progress Schedule, including any revisions thereto. 4. CONTRACT SUM. The lump sum Contract Sum to be paid by the Owner to the Contractor, as provided herein, for the satisfactory performance and completion of the Work and all of the duties, obligations and responsibilities of the Contractor under this Agreement and the other Contract Documents will be Owner – Contractor Agreement 2.3 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Dollars ($____________), subject to additions and deductions as provided in the Contract Documents. The Contract Sum includes all federal, state, county, municipal, and other taxes imposed by law, including but not limited to any sales, use, and personal property taxes payable by or levied against the Contractor on account of the Work or the materials incorporated into the Work. The Contractor will pay any such taxes. The Contract Sum includes the following: Base Bid Amount: $ Alternate No. ___ $ Alternate No. ___ $ Alternate No. ___ $ Alternate No. ___ $ Without prejudice to any of the Owner’s rights and remedies under the Contract Documents, if the Contractor fails to submit payment applications and any required documentation, and the Owner has provided written notice of such failure, but the Contractor has not responded, then, not less than ninety (90) days after the written notice to the Contractor to do so has been provided to the Contractor, the balance of the Contract Sum shall remain and become the sole possession of the Owner. 5. RETAINAGE. Retainage applicable to the Contract by Ohio Revised Code Sections 153.12, .13, and .14 will be withheld as defined in the General Conditions. 6. LIMITATION ON LIABILITY. The Owner's total liability under this Agreement will be limited to the amount set forth in the Auditor's certificate accompanying this Agreement. Under no circumstances will the elected officials, officers, employees, board members, or agents of the Owner be personally liable for any obligations or claims arising out of or related to this Agreement. 7. GENERAL. 7.1 MODIFICATION. No modification or waiver of any of the terms of this Agreement or of any other Contract Documents will be effective against a party unless set forth in writing and signed by or on behalf of a party, which in the case of the Owner will require the signature of the Owner or the individual authorized by the Owner to execute such documents on behalf of the Owner. Under no circumstances will forbearance, including the failure or repeated failure to insist upon compliance with the terms of the Contract Documents, constitute the waiver or modification of any such terms. The parties acknowledge that no person has authority to modify this Agreement or the other Contract Documents or to waive any of its or their terms, except as expressly provided in this paragraph. 7.2 ASSIGNMENT. The Contractor may not assign this Agreement without the written consent of the Owner, which the Owner may withhold in its sole discretion. 7.3 LAW AND JURISDICTION. All questions regarding the validity, intention, or meaning of this Agreement or any modifications of it relating to the rights and obligation of the parties will be construed and resolved under the laws of the State of Ohio. Any suit, which may be brought to enforce any provision of this Agreement or any remedy with respect hereto, shall be brought in the Licking County Common Pleas Court, Licking County, Ohio, and each party hereby expressly consents to the jurisdiction of such court. 7.4 CONSTRUCTION. The parties acknowledge that each party has reviewed this Agreement and the other Contract Documents and voluntary entered into this Agreement. Accordingly, the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party will not be employed in the interpretation of this Agreement, the other Contract Documents, or any amendments or exhibits to it or them. 7.5 APPROVALS. Except as expressly provided herein, the approvals and determinations of the Owner and Engineer will be subject to the sole discretion of the respective party and be valid and binding on the Contractor, provided only that they be made in good faith, i.e., honestly. If the Contractor challenges any such approval or determination, the Contractor will have the burden of proving by clear and convincing evidence that it was not made in good faith. Owner – Contractor Agreement 2.4 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF 7.6 PARTIAL INVALIDITY. If any term or provision of this Agreement is found to be illegal, unenforceable, or in violation of any laws, statutes, ordinances, or regulations of any public authority having jurisdiction, then, notwithstanding such term or provision, this Agreement will remain in full force and effect and such term will be deemed stricken; provided this Agreement will be interpreted, when possible, so as to reflect the intentions of the parties as indicated by any such stricken term or provision. 7.7 COMPLIANCE WITH LAWS AND REGULATIONS. The Contractor, at its expense, will comply with all applicable federal, state, and local laws, rules, and regulations applicable to the Work, including but not limited to Sections 153.59 and 153.60 of the Ohio Revised Code, which prohibit discrimination in the hiring and treatment of employees, with respect to which the Contractor agrees to comply and to require its subcontractors to comply. 7.7.1 NON-DISCRIMINATION. Contractor agrees: .1 That in the hiring of employees for the performance of Work under this Agreement or in any subcontract, neither the Contractor, subcontractor, or any person acting on behalf of either of them, shall by reason of race, creed, sex, handicap, or color, discriminate against any citizen of the state in the employment of labor or workers who are qualified and available to perform the Work to which the employment relates. .2 That neither the Contractor, subcontractor, nor any person acting on behalf of either of them, shall, in any manner, discriminate against or intimidate any employee hired for the performance of Work under this Agreement on account of race, creed, sex, handicap, or color. .3 That there shall be deducted from the amount payable to the Contractor by the Owner under this Agreement a forfeiture of twenty-five dollars ($25.00) as required by Ohio Revised Code Section 153.60 for each person who is discriminated against or intimidated in violation of this Agreement. .4 That this Agreement may be canceled or terminated by the Owner and all money to become due hereunder may be forfeited for a second or subsequent violation of the terms of this section of this Agreement. 7.8 JOB MEETINGS. The Contractor or one of its representatives with authority to bind the Contractor will attend job meetings as provided in the Specifications and ensure that its Subcontractors also hold regular job meetings at which safety issues and job matters are discussed as these relate to the Work being performed. The Specifications define the agenda for the meetings and designate responsibilities for taking minutes and maintaining records of such meetings. Job meetings include, but are not limited to, pre-construction meetings, weekly job meetings, weekly safety tool box meetings, and monthly safety meetings. 7.9 PROPERTY TAX AFFIDAVIT. The Contractor's affidavit given under Section 5719.024, Ohio Revised Code, is incorporated herein. 7.10 PARTNERING. Contractor agrees that it will participate, as part of the Contract Sum, in any partnering sessions scheduled by Owner. 7.11 ENTIRE AGREEMENT. This Agreement and the other Contract Documents constitute the entire agreement among the parties with respect to their subject matter and will supersede all prior and contemporaneous, oral or written, agreements, negotiations, communications, representations, and understandings with respect to such subject matter, and no person is justified in relying on such agreements, negotiations, communications, representations, or understandings. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their properly authorized representatives and agree that this Agreement is effective as of the date first set forth above. The Village of Buckeye Lake CONTRACTOR: BY: BY: TITLE: TITLE: DATE: DATE: Owner – Contractor Agreement 2.5 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Owner – Contractor Agreement 2.6 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACT AFFIDAVIT (To be completed and executed if the Contractor is a Corporation) STATE OF: ______________________) ) SS COUNTY OF: ______________________) ____________________________, being duly sworn, deposes and says that he/she is secretary of ___________________________________________________________ a corporation organized and existing under and by virtue of the laws of the state of ____________________, and having its principal offices at: _________________________________ ________________________________ (address) (city) _________________________________ ________________________________ (county (state) Affiant further says that he/she is familiar with the records, minute books, and by-laws of ______________________________________________________________________ (name of corporation) Affiant further says he that ___________________________________________ is the (name of corporate officer) _____________________________________ of the corporation and is duly authorized (corporate title) to sign the Agreement to the Village of Buckeye Lake, Ohio for the improvement project VILLAGE OF BUCKEYE LAKE – NUTRIENT REDUCTION PROJECT (Buck11-04M) For said corporation by virtue of ____________________________________________________ dated ____________. (State whether by a provision of by-laws or a resolution of the Board of Directors and its date.) ____________________________________ Affiant Sworn to before me and subscribed in my presence this day ___________ of _______, 20__. _____________________________________ Notary Public My commission expires: ______________________ Contract Affidavit 2.7 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Contract Affidavit 2.8 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACTOR'S PERSONAL PROPERTY TAX AFFIDAVIT (O.R.C. § 5719.042) State of Ohio County of _________________, ss: _____________________________________, being first duly sworn, deposes and says that he is the (Name) ___________________ of ___________________________________________ with offices located at (Title) (Contractor) _______________________________________________________________________, and as its duly (Address of Contractor) authorized representative, states that effective this _____ day of ___________________, 20__, __________________________________________________________________________________ (Name of Contractor) ( ) ( ) is charged with delinquent personal property taxes on the general list of personal property as set forth below: County Amount (include total amount penalties and interest thereon) __________ County $_____________________________ __________ County $_____________________________ __________ County $_____________________________ is not charged with delinquent personal property taxes on the general list of personal property in any Ohio county. ___________________________________ (Affiant) Sworn to and subscribed before me by the above-named affiant this _____ day of _______________, 20__. ___________________________________ (Notary Public) My commission expires ____________________________, 20_ Contractor’s Personal Property Tax Affidavit 2.9 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Contractor’s Personal Property Tax Affidavit 2.10 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACT PERFORMANCE AND PAYMENT BOND (O.R.C. § 153.57) KNOW ALL PERSONS BY THESE PRESENTS, that we, the undersigned ("Contractor") as principal and _________________________________________________________ as sureties, are hereby held and firmly bound unto the Village of Buckeye Lake, Licking County, Ohio, as obligee, in the penal sum of Dollars ($__________________), for the payment of which well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns. Signed this _____ day of _________, 20__. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH that whereas, the above-named principal did on the _____ day of ___________, 20__, enter into a contract with the Village of Buckeye Lake for [INSERT BID PACKAGE NUMBER AND DESCRIPTION] in connection with the construction of [describe project] (“Project”), which said contract is made a part of this bond the same as though set forth herein: Now, if the said Contractor shall well and faithfully do and perform the things agreed by the Contractor to be done and performed according to the terms of said contract; and shall pay all lawful claims of subcontractors, materialmen, and laborers, for labor performed and materials furnished in the carrying forward, performing, or completing of said contract; we agreeing and assenting that this undertaking shall be for the benefit of any materialman or laborer having a just claim, as well as for the obligee herein; then this obligation shall be void; otherwise the same shall remain in full force and effect; it being expressly understood and agreed that the liability of the surety for any and all claims hereunder shall in no event exceed the penal amount of this obligation as herein stated. The said surety hereby stipulates and agrees that no modifications, omissions, or additions, in or to the terms of the said contract or in or to the plans or specifications therefore shall in any wise affect the obligations of said surety on its bond. The surety further stipulates that it is authorized to execute bonds in the State of Ohio and that the liability incurred is within the limits of Section 3929.02 of the Revised Code. Signed and sealed this ____ day of __________________, 20__. (PRINCIPAL) (Seal) By: Printed Name & Title: (SURETY) (Seal) By: Printed Name & Title: NAME OF SURETY'S AGENT Surety's Agent's Address: Surety's Agent's Telephone Number: Surety's Agent's Fax Number: EJCDC No. C-550 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. 2.11 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK EJCDC No. C-550 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. 2.12 3.0 GENERAL CONDITIONS OF THE CONTRACT PAGE LEFT INTENTIONALLY BLANK This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS ___________________ AMERICAN COUNCIL OF ENGINEERING COMPANIES ___________________ AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by The Associated General Contractors of America Construction Specifications Institute EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.1 Copyright ©2002 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 American Council of Engineering Companies 1015 15th Street, N.W., Washington, DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. C-800) (2002 Edition). EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.2 TABLE OF CONTENTS Page ARTICLE 1 - DEFINITIONS AND TERMINOLOGY .................................................................................................. 6 1.01 Defined Terms ......................................................................................................................................... 6 1.02 Terminology ............................................................................................................................................. 8 ARTICLE 2 - PRELIMINARY MATTERS................................................................................................................... 9 2.01 Delivery of Bonds and Evidence of Insurance......................................................................................... 9 2.02 Copies of Documents .............................................................................................................................. 9 2.03 Commencement of Contract Times; Notice to Proceed .......................................................................... 9 2.04 Starting the Work ..................................................................................................................................... 9 2.05 Before Starting Construction ................................................................................................................... 9 2.06 Preconstruction Conference .................................................................................................................. 10 2.07 Initial Acceptance of Schedules ............................................................................................................ 10 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ............................................................ 10 3.01 Intent ...................................................................................................................................................... 10 3.02 Reference Standards............................................................................................................................. 10 3.03 Reporting and Resolving Discrepancies ............................................................................................... 10 3.04 Amending and Supplementing Contract Documents ............................................................................ 11 3.05 Reuse of Documents ............................................................................................................................. 11 3.06 Electronic Data ...................................................................................................................................... 11 ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS ................................................................................... 12 4.01 Availability of Lands ............................................................................................................................... 12 4.02 Subsurface and Physical Conditions ..................................................................................................... 12 4.03 Differing Subsurface or Physical Conditions ......................................................................................... 13 4.04 Underground Facilities........................................................................................................................... 13 4.05 Reference Points ................................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site.......................................................................................... 14 ARTICLE 5 - BONDS AND INSURANCE................................................................................................................ 15 5.01 Performance, Payment, and Other Bonds ............................................................................................ 15 5.02 Licensed Sureties and Insurers ............................................................................................................. 16 5.03 Certificates of Insurance ........................................................................................................................ 16 5.04 Contractor’s Liability Insurance ............................................................................................................. 17 5.05 Owner’s Liability Insurance.................................................................................................................... 18 5.06 Property Insurance ................................................................................................................................ 18 5.07 Waiver of Rights .................................................................................................................................... 20 5.08 Receipt and Application of Insurance Proceeds.................................................................................... 20 5.09 Acceptance of Bonds and Insurance; Option to Replace ...................................................................... 20 5.10 Partial Utilization, Acknowledgment of Property Insurer ....................................................................... 20 ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES ............................................................................................ 21 6.01 Supervision and Superintendence ........................................................................................................ 21 6.02 Labor; Working Hours............................................................................................................................ 21 6.03 Services, Materials, and Equipment ...................................................................................................... 21 6.04 Progress Schedule ................................................................................................................................ 21 6.05 Substitutes and “Or-Equals” .................................................................................................................. 22 6.06 Concerning Subcontractors, Suppliers, and Others .............................................................................. 23 6.07 Patent Fees and Royalties .................................................................................................................... 24 6.08 Permits................................................................................................................................................... 25 6.09 Laws and Regulations ........................................................................................................................... 25 6.10 Taxes ..................................................................................................................................................... 25 6.11 Use of Site and Other Areas.................................................................................................................. 25 6.12 Record Documents ................................................................................................................................ 26 6.13 Safety and Protection ............................................................................................................................ 26 6.14 Safety Representative ........................................................................................................................... 26 6.15 Hazard Communication Programs ........................................................................................................ 27 6.16 Emergencies .......................................................................................................................................... 27 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.3 6.17 Shop Drawings and Samples ................................................................................................................ 27 6.18 Continuing the Work .............................................................................................................................. 28 6.19 Contractor’s General Warranty and Guarantee..................................................................................... 28 6.20 Indemnification ...................................................................................................................................... 28 6.21 Delegation of Professional Design Services ......................................................................................... 29 ARTICLE 7 - OTHER WORK AT THE SITE ........................................................................................................... 29 7.01 Related Work at Site .............................................................................................................................. 29 7.02 Coordination .......................................................................................................................................... 30 7.03 Legal Relationships ............................................................................................................................... 30 7.04 Claims By Other Contractors…………………………………………………………………………………..30 ARTICLE 8 - OWNER’S RESPONSIBILITIES ........................................................................................................ 30 8.01 Communications to Contractor .............................................................................................................. 30 8.02 Replacement of Engineer ...................................................................................................................... 30 8.03 Furnish Data .......................................................................................................................................... 30 8.04 Pay When Due ...................................................................................................................................... 31 8.05 Lands and Easements; Reports and Tests ........................................................................................... 31 8.06 Insurance ............................................................................................................................................... 31 8.07 Change Orders ...................................................................................................................................... 31 8.08 Inspections, Tests, and Approvals ........................................................................................................ 31 8.09 Limitations on Owner’s Responsibilities ................................................................................................ 31 8.10 Undisclosed Hazardous Environmental Condition ................................................................................ 31 8.11 Evidence of Financial Arrangements ..................................................................................................... 31 ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION ........................................................................ 31 9.01 Owner’s Representative ........................................................................................................................ 31 9.02 Visits to Site ........................................................................................................................................... 31 9.03 Project Representative .......................................................................................................................... 31 9.04 Authorized Variations in Work ............................................................................................................... 32 9.05 Rejecting Defective Work ...................................................................................................................... 32 9.06 Shop Drawings, Change Orders and Payments ................................................................................... 32 9.07 Determinations for Unit Price Work ....................................................................................................... 33 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work................................... 33 9.09 Limitations on Engineer’s Authority and Responsibilities ...................................................................... 33 ARTICLE 10 - CHANGES IN THE WORK; CLAIMS ............................................................................................... 34 10.01 Authorized Changes in the Work ........................................................................................................... 34 10.02 Unauthorized Changes in the Work ...................................................................................................... 34 10.03 Execution of Change Orders ................................................................................................................. 34 10.04 Notification to Surety ............................................................................................................................. 34 10.05 Claims .................................................................................................................................................... 34 ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ....................................................... 35 11.01 Cost of the Work .................................................................................................................................... 35 11.02 Allowances............................................................................................................................................. 37 11.03 Unit Price Work ...................................................................................................................................... 37 ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES .......................................... 38 12.01 Change of Contract Price ...................................................................................................................... 38 12.02 Change of Contract Times..................................................................................................................... 39 12.03 Delays .................................................................................................................................................... 39 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ................................................................................................................................................................................. 40 13.01 Notice of Defects ................................................................................................................................... 40 13.02 Access to Work ...................................................................................................................................... 40 13.03 Tests and Inspections............................................................................................................................ 40 13.04 Uncovering Work ................................................................................................................................... 41 13.05 Owner May Stop the Work .................................................................................................................... 41 13.06 Correction or Removal of Defective Work ............................................................................................. 41 13.07 Correction Period ................................................................................................................................... 41 13.08 Acceptance of Defective Work .............................................................................................................. 42 13.09 Owner May Correct Defective Work ...................................................................................................... 42 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION ................................................................... 43 14.01 Schedule of Values................................................................................................................................ 43 14.02 Progress Payments ............................................................................................................................... 43 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.4 14.03 Contractor’s Warranty of Title ................................................................................................................ 45 14.04 Substantial Completion.......................................................................................................................... 45 14.05 Partial Utilization .................................................................................................................................... 46 14.06 Final Inspection ..................................................................................................................................... 47 14.07 Final Payment ........................................................................................................................................ 47 14.08 Final Completion Delayed ..................................................................................................................... 47 14.09 Waiver of Claims ................................................................................................................................... 48 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION ............................................................................. 48 15.01 Owner May Suspend Work.................................................................................................................... 48 15.02 Owner May Terminate for Cause .......................................................................................................... 48 15.03 Owner May Terminate For Convenience .............................................................................................. 49 15.04 Contractor May Stop Work or Terminate............................................................................................... 49 ARTICLE 16 - DISPUTE RESOLUTION ................................................................................................................. 49 16.01 Methods and Procedures ...................................................................................................................... 49 ARTICLE 17 - MISCELLANEOUS........................................................................................................................... 50 17.01 Giving Notice ......................................................................................................................................... 50 17.02 Computation of Times ........................................................................................................................... 50 17.03 Cumulative Remedies ........................................................................................................................... 50 17.04 Survival of Obligations ........................................................................................................................... 50 17.05 Controlling Law ...................................................................................................................................... 50 17.06 Headings ............................................................................................................................................... 50 17.07 Equal Employment Opportunity and Non-Discrimination…………………………………………………..50 17.08 Contract Work Hours and Safety Standard Act…………………………………..…………………………50 17.09 Clean Air Act…………………………………………………………………………………………………….50 17.10 Shutdown Dates…….…………………….…………………………………………………………………….50 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.5 GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters or with all capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda--Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement or Owner-Contractor Agreement --The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Application for Payment--The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos--Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid--The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidder--The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents--The Requirements and the proposed Documents (including all Addenda). Bidding Contract 8. Bidding Requirements--The Advertisement or Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any supplements. 9. Change Order--A document recommended by Engineer which is signed by Contractor, and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim--A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract--The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 12. Contract Documents-- Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor’s submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13. Contract Price--The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times--The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any, (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer’s written recommendation of final payment. 15. Contractor--The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work--See Paragraph 11.01.A for definition. 17. Drawings--That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement--The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.6 19. Engineer--The individual or entity named as such in the Agreement. 20. Field Order--A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements--Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications. 22. Hazardous Environmental Condition-The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 23. Hazardous Waste--The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations--Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 25. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. Milestone--A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 27. Notice of Award--The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 28. Notice to Proceed--A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 29. Owner--The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. The Owner is the Village of Buckeye Lake. 30. PCBs--Polychlorinated biphenyls. 31. Petroleum--Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 32. Progress Schedule--A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Times. 33. Project--The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 34. Project Manual--The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 35. Radioactive Material--Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36. Related Entity -- An officer, director, partner, employee, agent, consultant, or subcontractor. 37. Resident Project Representative--The authorized representative of Engineer who may be assigned to the Site or any part thereof. 38. Samples--Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 39. Schedule of Submittals--A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 40. Schedule of Values--A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment. 41. Shop Drawings--All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.7 42. Site--Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 43. Specifications--That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. 44. Subcontractor--An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 45. Substantial Completion--The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the Work refer to Substantial Completion thereof. 46. Successful Bidder--The Bidder submitting a responsive Bid to whom Owner makes an award. 47. Supplementary Conditions--That part of the Contract Documents which amends or supplements these General Conditions. 48. Supplier--A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or any Subcontractor. 49. Underground Facilities--All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 50. Unit Price Work--Work to be paid for on the basis of unit prices. 51. Work--The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 52. Work Change Directive--A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The following words or terms are not defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning. B. Intent of Certain Terms or Adjectives 1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered”, “as directed” or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action or determination will be solely to evaluate, in general, the Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.8 1. The word “day” means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents, or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or c. has been damaged prior to Engineer’s recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide 1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word “install,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When “furnish,” “install,” “perform,” or “provide” is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, “provide” is implied. F. Unless stated otherwise in the Contract Documents, words or phrases which have a wellknown technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 2.01 Delivery Insurance Bonds and Evidence of A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds, insurance certificates, insurance endorsements, and other documents as Contractor may be required to furnish under the Contract Documents. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. Evidence of Insurance: Before any Work at the Site is started, Contractor shall deliver to the Owner with copies to each additional insured identified in the Modified General Conditions Owner-approved copies of certificates of insurance, copies of endorsements, and other evidence of insurance which either of them or any additional insured may reasonably request, which Contractor is required to purchase and maintain in accordance with Article 5. 2.02 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 ARTICLE 2 - PRELIMINARY MATTERS of Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.9 run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. Contractor until acceptable schedules are submitted to Engineer. 2.05 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor’s full responsibility therefor. Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule; indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. The total of the schedule of values prepared for the Work, as required by the General Conditions, shall not exceed the Bid submitted for the Work, unless such amount is adjusted as provided in the Contract Documents. 4. The Contractor shall provide a list of any proposed substitutions in accordance with Paragraph 6.05 of the General Conditions. 2.06 Preconstruction Conference A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to 2. Contractor’s Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor’s Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: AMENDING, REUSE 3.01 INTENT, Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.10 Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, or Engineer, or any of, their Related Entities, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies discrepancy existed as indicated above, correction of work constructed without such notification to Engineer shall be at Contractor's expense, (except in an emergency as authorized by Paragraph 6.16.A.). B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or A. Reporting Discrepancies 1. Contractor’s Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor’s Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor knew or reasonably should have known thereof. 4. If Contractor proceeds with work that Contractor had actual knowledge or should have known that a conflict, error, ambiguity, or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 2. Within the Contract Documents, requirements of the Agreement shall take precedence over the Modified General Conditions, which shall take precedence over the Specifications, which shall take precedence over the Drawings. 3. Within a particular Contract Document, figure dimensions on Drawings shall take precedence over general Drawings. Specific instructions or specifications shall take precedence over general instructions or specifications. 3.04 Amending Documents and Supplementing Contract A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order; 2. Engineer’s approval of a Shop Drawing or Sample; (Subject to the provisions of Paragraph 6.17.D.3); or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.11 3. Engineer’s clarification. 3.05 written interpretation or Reuse of Documents A. Contractor and any Subcontractor or Supplier or other individual or entity performing or furnishing all of the Work under a direct or indirect contract with Contractor, shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or Engineer’s consultants, including electronic media editions; or 2. reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adoption by Engineer. B. The prohibition of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 systems, or computer hardware differing from those used by the data’s creator. Electronic Data A. Copies of data furnished by Owner or Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data’s creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party.. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner’s furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner’s interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. Upon reasonable request, Owner shall furnish Contractor with a Notice of Commencement prepared for the Project, conforming with the provisions of Ohio Revised Code Section 1311.252. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify 4.02C identifies: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Contract Documents; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Contract Documents. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.12 B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions 4.02C. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. For example, all interpolations and extrapolations of data performed by Contractor to estimate locations or quantities of subsurface strata are independent factual assumptions which Owner does not warrant. C. The only documents which indicate subsurface physical conditions at the Site are as follows. 4.03 and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly within two (2) business after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. Failure to provide such notice as required herein or disturbing the differing condition shall be an irrevocable waiver of Contractor’s right to any form of additional compensation, be it in time or money, arising out of the differing subsurface or physical condition. B. Engineer’s Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer’s findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor’s cost of, or time required for, performance of the Work; subject, however, to the following: 1. [Insert] a. such condition must meet any one or more of the categories described in Paragraph 4.03.A; and Differing Subsurface or Physical Conditions b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. A. Notice: If Contractor believes that any subsurface or physical condition at or contiguous to the Site that is uncovered or revealed either: 1. is of such a nature as to establish that any “technical data” on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.13 d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, Owner and Engineer, and any of their Related Entities shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 B. Not Shown or Indicated 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided elsewhere in these Modified General Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, The Contractor shall be responsible for protecting all Underground Facilities in a manner at least as cautious and protective of safety and of underground facilities as those methods identified in Ohio Revised Code Sections 3781.25 and 3781.30. c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer’s judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.14 personnel. Contractor is referred to the General Requirements for additional requirements for laying out the work. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made in 4.06B(4) to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions or information. 4. The only documents which indicate Hazardous Environmental Conditions at the Site are as follows: No reports or drawings related to Hazardous Environmental Conditions are known to the Owner or Engineer. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered to Contractor written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner’s own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.15 Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. Contractor shall furnish a Contract Performance and Payment Bond in the amount of the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. Such bond shall be in the form included in the Project Manual or such other form that meets the requirements of the Ohio Revised Code. If the Contractor submitted a combined Bid Guaranty and Contract Performance and Payment Bond with its bid for the Work, that form of Bond shall satisfy the Contractor’s requirement to provide a Contract Performance and Payment Bond as described herein. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent’s authority to act. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. D. Material Default or Termination. If the Owner notifies the Contractor’s surety that the Contractor is in material default, the surety will complete its investigation of the claimed material default within 21 days. The surety is advised to start looking for a replacement contractor upon notice of material default. As part of its investigation, the surety shall promptly visit the offices of the Contractor, Engineer, and Owner to inspect and copy the available Project records. The Owner, Engineer, and Contractor, upon written request by the surety, shall make such records available during regular business hours for such inspection and copying. The Owner and Engineer’s making such records available as provided herein shall satisfy the Owner’s obligation to the surety to furnish documents for the investigation. The surety will provide the Owner with the results of its investigation, including any written report or documents. If the Owner terminates the Contract and the surety proposes to takeover the Work, the surety shall do so no later than the later of the expiration of the 21-day investigation period or 10 days after the date the Owner terminates the Contract, whichever is later. If the Owner terminates the Contract, and the surety proposes to provide a replacement contractor, the replacement contractor shall be fully capable of performing the Work in accordance with the Contract Documents. If the Contractor is terminated for cause, the replacement contractor shall not be the Contractor or its employees, unless EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.16 the Owner agrees in writing. In the event the Surety takes over the Project, the surety’s obligation shall not be limited to the penal sum of the Bond. If the surety does not propose an acceptable contractor as required by this Paragraph 5.01.D, the Owner may complete the Work by such means as it deems appropriate. In the event the Owner agrees to accept a replacement contractor, the replacement contractor shall furnish its own bond for the replacement contractor’s scope of work, and neither the Contractor nor the surety shall be relieved of their obligations under the Contract Documents. This Paragraph 5.01.D is in addition to any other rights of the Owner under the Contract Documents and is not intended to create any rights of the surety, including but not limited to the right to take over the Contractor’s obligations. In the event of the Contractor’s termination and if the surety does not takeover the Work as provided in this Paragraph 5.01.D., the Owner may take possession of and use all materials, facilities and equipment at the Project Site or stored off-site for which Owner has paid in whole or in part. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Modified General Conditions. 5.03 Certificates of Insurance certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. C. Failure of Owner to demand such certificates or other evidence of full compliance with these insurance requirements or failure of Owner to identify a deficiency from evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. D. By requiring such insurance and insurance limits herein, Owner does not represent that coverage and limits will necessarily be adequate to protect Contractor, and such coverage and limits shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor’s Liability Insurance A. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees; A. Contractor shall deliver to Owner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. Contractor shall deliver to Owner, with copies to each additional insured identified in the Modified General Conditions, certificates of insurance, copies of endorsements, and other evidence of insurance requested by Owner or any other additional insured, which Contractor is required to purchase and maintain. 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor’s employees; B. Owner shall deliver to Contractor, with copies to each additional insured identified in the Supplementary Modified General Conditions, 5. claims for damages, other than to the Work itself, because of injury to or destruction of 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason; EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.17 tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insured (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supplementary Modified General Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions 5.04B.2.a. or required by Laws or Regulations, whichever is greater; a. The minimum limits of liability for the required insurance policies listed in Paragraph 5.04.A shall not be less than the following unless a greater amount is required by law: 1. Commercial General Liability (“CGL”): Bodily injury (including death and emotional distress) and property damage with limits of $1,000,000 each occurrence and $2,000,000 aggregate. CGL shall include (i) PremisesOperations, (ii) Explosion and Collapse Hazard, (iii) Underground Hazard, (iv) Independent Contractors’ Protective, (v) Broad Form Property Damage, including Completed Operations, (vi) Contractual Liability, (vii) Products and Completed Operations, (viii) Personal/Advertising Injury with Employment Exclusion deleted, (ix) Stopgap liability with Ohio Intentional Tort endorsement for $1,000,000 limit, and (x) per project aggregate endorsement. 2. Automobile Liability, covering all owned, non-owned, and hired vehicles used in connection with the Work: Bodily injury (including death and emotional distress) and property damage with a combined single limit of $1,000,000 per person and $1,000,000 each accident. 3. Such policies shall be supplemented by an umbrella policy, also written on an occurrence basis, to provide additional protection to provide coverage in the total amount of $1,000,000 for each occurrence and $1,000,000 aggregate for contracts with a Contract Price of $250,000 or less; $2,000,000 each occurrence and $2,000,000 aggregate for contracts with a Contract Price greater than $250,000 but less than or equal to $500,000; $3,000,000 each occurrence and $3,000,000 aggregate for contracts with a Contract Price greater than $500,000 but less than or equal to $1,000,000; and $5,000,000 each occurrence and $5,000,000 aggregate for contracts with a Contract Price greater than $1,000,000. The following provisions shall also apply to the insurance provided by the Contractor: 1. Contractor’s insurance primary and non-contributory. shall be 2. Insurance policies shall be written on an occurrence basis only. 3. The Contractor shall require all Subcontractors to provide Workers’ Compensation, CGL, and Automobile Liability Insurance with the same minimum limits specified herein, unless the Owner agrees to a lesser amount. 4. Owner shall be named as a certificate holder on the policies of insurance maintained by Contractor. The Contractor shall provide each additional insured with a certificate of insurance. 5. The additional insured endorsement shall be ISO 20 10 11 85 or its equivalent so that Completed Operations liability extends to the additional insureds after the completion of the Project. 3. include products operations insurance; and completed 4. include contractual liability insurance covering Contractor’s indemnity obligations under Paragraphs 6.11 and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed with respect to coverage for the Project or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Modified General Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.18 6. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 7. with respect to products and completed operations insurance, and any insurance coverage written on a claims-made basis, remain in effect for at least two years after final payment. a. Contractor shall furnish Owner and each other additional insured identified in the Supplementary Modified General Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. enforcement of Laws and Regulations, water damage, (other than caused by flood) and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 5.05 Owner’s Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner’s option, may purchase and maintain at Owner’s expense Owner’s own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. 5.06 Property Insurance A. Unless otherwise provided in the Supplementary Conditions, Owner shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder’s Risk “all-risk” or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. A. Contractor shall purchase and maintain property insurance upon the Work at the Site in the amount of full replacement cost thereof. Insurance shall be completed value form. 1. This insurance shall: a. include the interests of Owner, Contractor, Subcontractors, Engineer, and any other individuals or entities identified herein, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured (Insurance certificates shall specifically indicate by name the additional insureds which are to include Owner and Engineer as well as other individuals or entities so identified.); b. be written on a Builder's Risk "allrisk" form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, falsework, and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism, and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.19 damage (including that caused by flood or hydrostatic pressure), and such other perils or causes of loss as may be specifically required by the Modified General Conditions; c. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); d. cover the total value of materials and equipment supplied under the Contract from the time Contractor takes possession of them until they are installed and tested by Contractor and the project is accepted as complete by Owner under an endorsement to this policy or in the form of Installation Floater Insurance of the "all risk" type; e. allow for partial utilization of the Work by Owner; f. include testing and startup; and g. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. 2. Contractor shall be responsible for any deductible or self-insured retention. 3. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Paragraph 5.06.A and shall comply with the requirements of Paragraph 5.06.C. of the General Conditions. B. Owner shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Modified General Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Modified General Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. Contractor shall pay all deductible provisions applicable to claims related to the Project made under and paid by insurance. If more than one Contractor is responsible for the incident giving rise to the insurance coverage, the Contractors shall be responsible on a pro rata basis, according to their responsibility for the occurrence or accident giving rise to the claim, for payment of the deductible. The maximum deductible shall be $5,000. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser’s own expense. E. If Contractor requests in writing that other special insurance be included in the property insurance policies provided under Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner. 5.07 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Modified General Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, partners, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.20 employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Modified General Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner’s property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt Proceeds and Application of applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order . B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner’s exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties. 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by Paragraph 2.01.B. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. Insurance 5.10 Partial Utilization, Property Insurer A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any Acknowledgment of A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.21 commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. 5.11 Contractor Insurance Railroad Protective Liability A. On behalf of the Indiana & Ohio Rail System, Contractor shall provide a Railroad Protective Liability policy of insurance providing a combined single limit for damages arising out of bodily injuries to or death of one or more persons and out of injury or destruction of property including such property in the care, custody and control of the Railroad Company in the amount of $2,000,000.00 per occurrence and subject to that limit per occurrence, and aggregate limit in the amount of $6,000,000.00 for each annual period. B. The Railroad Protective Policy of insurance shall conform to the Railroad Liability requirements prescribed by the Federal Highway Administration in Federal Highway Policy Guide 23 CFR 646A as amended. C. The Railroad Protective Policy of insurance shall be with an acceptable insurance company authorized to do business in the State of Ohio, and shall be obtained before the execution of the Agreement by Owner and kept in effect until all work required to be performed under the terms of the Agreement is satisfactorily completed as evidenced by the Engineer issuing a Certificate of Final Completion. D. Contractor shall provide a copy of the Railroad Protective Policy of insurance to Owner within seven (7) calendar days after the award of the contract or such other time designated by the Engineer. ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident project superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or received from the superintendent shall be binding on Contractor. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, Shut Down Dates as defined in Paragraph 17.10 or any legal holiday without Owner’s written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. Suppliers shall be deemed to impliedly warrant that their products and all EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.22 component materials incorporated into them are suitable and fit for the intended use of such products and shall be free from defect in material, workmanship or design, such warranty to run to the benefit of Owner and Engineer. The foregoing applies whether the products or their component materials are specified in the Contract Documents or are of Supplier’s design. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. B. THE PERIODS OF TIME IN THE PROJECT CONSTRUCTION SCHEDULE ARE OF THE ESSENCE TO THIS CONTRACT. THE CONTRACTOR SHALL PROSECUTE ITS WORK IN ACCORDANCE WITH THE CURRENT PROJECT CONSTRUCTION SCHEDULE. 1. Notice of Delays. The Contractor shall give the Owner and the Engineer verbal notice of any delay affecting its Work within two (2) business days of the commencement of the delay. In addition, the Contractor shall give the Owner and Engineer written notice of the delay within ten (10) business days of the commencement of the delay with specific recommendations about how to minimize the effect of the delay. The written notice of the delay shall conspicuously state that it is a "NOTICE OF DELAY." A notice of a delay shall not constitute the submission of a Claim. The failure to give either of the required notices will be an irrevocable waiver of the Contractor's right to seek an extension of time and/or compensation or damages for the delay. Any extensions of time will only be granted pursuant to the procedures set forth under Paragraph 12.02. The Contractor acknowledges and agrees that timely notice of delays gives the Owner the opportunity to take action to minimize the cost and/or effect of delays. 6.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1. “Or-Equal” Items: If in Engineer’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an “or-equal” item, in which case review and approval of the proposed item may, in Engineer’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole, 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times, and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.23 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items a. If in Engineer’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.05.A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified; 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of Substantial Completion on time; b) whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item; and c) whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; 3) will identify: a) all variations of the proposed substitute item from that specified , and b) available engineering, maintenance, repair, replacement services; sales, and 4) and shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change, B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer’s Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No “or equal” or substitute will be ordered, installed or utilized until Engineer’s review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an “or equal.” Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor’s expense a special performance guarantee or other surety with respect to any substitute. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.24 E. Engineer’s Cost Reimbursement: Engineer will record Engineer’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. If Owner or Engineer after due investigations has reasonable objections to any proposed Subcontractor, Supplier, or other individual or entity, either may request Contractor submit an acceptable substitute without an increase in Contract Price. B. If the Supplementary Modified General Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Modified General Conditions, Owner’s acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued . No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity, nor 2. shall anything in the Contract Documents create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer,, and all other individuals or entities identified in the Supplementary Modified General Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.25 consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. Unless otherwise indicated in the General Requirements, Owner will obtain and pay for permits for construction on or across railroad company property, for permits from municipalities and agencies, for work in highways, waterways, and wetlands, and for permits required for construction in public right-of-way. See General Requirements for listing and specific requirements of permits obtained by Owner. 6.09 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 6.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. B. Materials purchased for use or consumption in connection with the proposed Work will be exempt from the State of Ohio Sales Tax, as provided in Section 5739.02 of the Ohio Revised Code, and also from the State of Ohio Use Tax, as provided in Section 5741.01 of the Ohio Revised Code. The Owner will provide the Contractor with a Construction Tax Exempt Certificate upon request, made through the Engineer. C. Purchases by the Contractor of expendable items, such as form lumber, tools, oil, greases, fuel, or equipment rentals, are subject to EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.26 the application of Ohio Sales or Use Taxes. D. Contractor shall withhold all income taxes due to the Owner for wages, salaries and commissions paid to its employees for work done under this Agreement and further agrees that any of its subcontractors shall, by the terms of its subcontract, be required to withhold any such income taxes due for work performed under this Agreement. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 A. Contractor shall maintain in a safe place at the Site one two record copy copies of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. Upon completion of the Work, these record documents, samples, and shop drawings shall be delivered by Contractor to Owner. 6.13 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Record Documents Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.27 erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer, or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). D. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. B. Contractor shall keep at the Site at all times during the progress of the Work a competent person to comply with OSHA trenching and excavation requirements. The competent person shall be one who is capable of identifying existing and predictable hazards in the surroundings, or working conditions that are unsanitary, hazardous or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the acceptable Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples: Contractor shall also submit Samples to Engineer for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.28 of Submittals , any related Work performed prior to Engineer’s review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: a. all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. the suitability of all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to Contractor’s responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; and d. shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations, that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawing’s or Sample Submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer’s Review 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer’s review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer’s review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 tee Contractor’s General Warranty and Guaran- A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its Related Entities shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.29 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 the Work or anyone for whose acts any of them may be liable . To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify, hold harmless, and defend Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them, from and against all claims, (whether alleged or proven), demands, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, including the breach of any warranty provided in the Contract Documents. The Contractor’s obligations under this Paragraph 6.20.A are joint and several. B. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers’ compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer’s officers, directors, partners, employees, agents, consultants and subcontractors arising out of: Indemnification A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications the preparation of Drawings, Specifications, or Property Surveys; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. D. For any matter for which Engineer is indemnified under Paragraph 6.20.A, Contractor shall pay for Engineer's reasonable defense, including, but not limited to, all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs or awards until Engineer is found negligent. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.30 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer’s review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer’s review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. ARTICLE 7 - OTHER WORK AT THE SITE 7.01 via other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner and Owner, if Owner is performing other work with Owner’s employees, proper and safe access to the Site, a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and shall properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Modified General Conditions: Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner’s employees, or 1. the individual or entity who will have authority and responsibility for coordination of the EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.31 activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. 8.02 A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. 8.03 B. Unless otherwise provided in the Supplementary Modified General Conditions, Owner shall have sole authority and responsibility for such coordination. Pay When Due Legal Relationships A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor’s actions or inactions. C. Contractor shall be liable to Owner and any other contractor for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor’s action or inactions. 7.04 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 7.03 Replacement of Engineer A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.C and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner’s duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner’s identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the Contract Documents. Claims By Other Contractors 8.06 A. Should Contractor cause damage to the work or property of any separate contractor at the Site, or should any claim arising out of Contractor's performance of the Work at the Site be made by any other contractor against Contractor, Contractor shall promptly attempt to settle with such other contractor by agreement or to otherwise resolve the dispute by arbitration or at law. B. Should Contractor cause damage to the work or property of any separate contractor at the Site, or should any claim arising out of Contractor's performance of the Work at the Site be made by any other contractor against Owner or Engineer, Contractor shall indemnify Owner and Engineer as required under Paragraph 6.20. Insurance A. Owner’s responsibilities, if any, in respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner’s responsibility in respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. 8.09 Limitations on Owner’s Responsibilities ARTICLE 8 - OWNER’S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor’s EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.32 failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Condition Hazardous Environmental A. Owner’s responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Evidence of Financial Arrangements 9.03 A. If and to the extent Owner has agreed to furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner’s obligations under the Contract Documents, Owner’s responsibility in respect thereof will be as set forth in the Supplementary Modified General Conditions. ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION 9.01 Owner’s Representative A. Engineer will be Owner’s representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner’s representative during construction are set forth in the Contract Documents and will not be changed without written consent of Owner and Engineer. 9.02 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Modified General Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer’s consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Modified General Conditions. B. Resident Project Representative personnel on this project may include personnel furnished by Owner, Engineer, or both. The duties and responsibilities of the Resident Project Representative(s) include the following: Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer’s visits and observations are subject to all the limitations on Engineer’s authority and responsibility set forth in Paragraph 9.09. 1. Review schedules as required in Paragraph 2.05.A of the General Conditions and amendment thereto. 2. Attend conferences and meetings with Contractor. 3. Serve as liaison between Engineer and Contractor and help Engineer serve as liaison between Owner and Contractor. 4. Conduct on-site observation of the work. 5. Observe system startups. tests, equipment, and 6. Report to Engineer when clarifications and interpretations of the Contract Documents are needed. Consider, evaluate, and report to Engineer, Contractor's requests for modification. 7. Maintain orderly records, keep a daily log (when on a part-time basis, keep log for EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.33 days visiting site), and furnish periodic reports to Engineer of the progress of the Work. may be made therefor as provided in Paragraph 10.05. 8. Before project completion, prepare final list of items to be completed or corrected and make recommendations to Engineer concerning acceptance of the Work. 9.05 9. Contractor. Review Payment Applications from The Resident Project Representatives shall not: 1. Authorize any deviation from the Contract Documents or substitutions of materials or equipment. 2. Exceed limitations of Engineer's authority as set forth in the Contract Documents. 3. Undertake any of the responsibilities of Contractor, Subcontractor, or Contractor's superintendent. 4. Advise on, issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences, or procedures of construction. 5. Advise on, issue directions regarding, or assume control over safety precautions and programs in connection with the Work. 6. Accept shop drawing or sample submittals from anyone other than Contractor. A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.06 Shop Payments 8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by Engineer. 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment , a Claim Drawings, Change Orders and A. In connection with Engineer’s authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer’s authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer’s authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer’s authority as to Applications for Payment, see Article 14. 9.07 7. Authorize Owner to occupy the Project in whole or in part. Rejecting Defective Work Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer’s preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer’s written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. B. Unit Price Work for which a typical cross section or other detail from the Contract Documents applies shall be paid only up to the quantity determined by using the dimensions provided in the typical cross section or other detail. By way of example only, and not implying any limitation, this provision means that if a typical trench width detail in the Drawings shows a maximum width of 30-inches, all pay quantities associated with the actual work of constructing the detail shall be calculated using a EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.34 trench width not greater than 30-inches. This means that the actual pay quantity could also be less than that based upon a 30-inch wide trench, if the actual trench width is smaller and otherwise in conformance with the Contract Documents, but the Contractor would not be paid more if the actual trench width exceeds 30 inches. Contractor is responsible for determining what actual trench width may be required due to field conditions and applicable laws and regulations existing at the time of its bid. 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believe that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer’s decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. C. Engineer’s written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer’s review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to, the Resident Project Representative, if any, and assistants, if any. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer’s Authority and Responsibilities A. Neither Engineer’s authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.35 10.02 Unauthorized Changes in the Work 10.05 Claims A.Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.B. A. Engineer’s Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. 10.03 B. Notice: Written notice stating the general nature of each Claim, shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant’s last submittal (unless Engineer allows additional time). Notice: Claims by the Contractor shall be made by delivering to the Engineer and the Owner, within 21 days after the start of the event giving rise to the Claim, a fully completed Statement of Claim Form, a copy of which is included in the Project Manual. The Contractor shall be responsible for substantiating its Claim. Failure to provide submit the properly completed Statement of Claim form shall be an irrevocable waiver of Contractor’s right to any form of additional compensation, be it in time or money, arising out of the Claim or the circumstances underlying the Claim. Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner’s correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any bond to be given to a surety, the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. Failure to provide notice to the surety of any such change shall not exonerate the surety from its obligations under the bond. C. Engineer’s Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim, or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.36 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer’s sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer’s written action under Paragraph 10.05.C or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. Engineer’s written action under Paragraph 10.05.C or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor commences an action in a court of exclusive jurisdiction as set forth in Paragraph 16.01.A.2 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. G. Claim Certification: Contractor shall not knowingly (as “knowingly” is defined in the Federal False Claims Act, 31 USC Section 3729 et seq.), present or cause to be presented a false or fraudulent Claim. As a condition precedent to Contractor making a Claim, the written notice of Claim (made using the Statement of Claim Form included in the Contract Documents) shall be accompanied by an affidavit sworn before a notary public or other person authorized to administer oaths in the State of Ohio and executed by an authorized representative of Contractor, which states that: The Claim that is submitted herewith complies with Section 10.05 of the General Conditions, which provide that the Contractor shall not knowingly present or cause to be presented a false or fraudulent Claim. Failure to submit such affidavit with Statement of Claim Form shall constitute an irrevocable waiver of the Claim. H. Claim Documentation: Within ten (10) days of written request from the Owner, Contractor shall make available to Owner or its representative any books, records, or other documents in its possession or to which it has access, including but not limited to Contractor’s daily logs/reports, original estimates of Work and applicable agreements, correspondence with subcontractors and suppliers, internal correspondence (including e-mail), accounting records, and other information from which the Contractor’s costs may be derived. To the extent permitted by law, the Owner shall keep the Project accounting records and estimate for the Project confidential. As requested by the Owner, the Contractor shall provide such documents and information in paper copies and/or computer format (including the format of the Contractor’s accounting software and/or ASCII format). The Contractor’s provision of the requested documents and information shall be a condition precedent to any further proceeding under the Contract Documents or to payment of an Application for Payment Failure to provide the requested documents shall be a material breach of the Contract, and Contractor shall indemnify Owner for all of Owner’s costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to Contractor’s failure to comply with this provision. If the Contractor fails to provide the requested documents, the Contractor shall be precluded from presenting such documents in any subsequent dispute resolution proceedings, if the data was reasonably available at the time of the request. ARTICLE 11 - COST OF THE ALLOWANCES; UNIT PRICE WORK 11.01 WORK; Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in Paragraph 11.01.B. 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.37 and other personnel employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited to Engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. following: Supplemental costs including the a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor’s fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expresses, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.38 Contract Documents maintain. to purchase and B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. to Engineer an itemized cost breakdown together with supporting data. 11.02 A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor’s costs for unloading and handling on the Site, labor, installation , overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A and 11.01.B. C. Contingency Allowance 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable Allowances Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.39 C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and profit for each separately identified item. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. 2. there is no corresponding adjustment with respect any other item of Work; and B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or E. Notwithstanding any other provision in the Contract Documents (except for 9.07 of these Modified General Conditions) for Unit Price Work, Contractor shall be paid the Total Extended Price arrived at by calculating Contractor’s Unit Price bid by actual quantities up to and including 110% of the Engineer’s estimated quantity, provided that such quantities are confirmed by Engineer and such Work is otherwise in conformance with the technical requirements of the Contract Documents. Contractor shall not be paid for any Unit Price Work that represents an actual quantity greater than 110% of the Engineer’s estimated quantity, without a Change Order. It is the Contractor’s responsibility to track actual in-progress quantities of Work in anticipation of the applicability of this provision. F. Owner may, without alteration or modification of this Contract, increase, diminish, or omit the work covered by any item of this Contract. When such item is covered by a unit price the amount actually required will be paid for; if a lump sum price is applicable, the net addition or deduction, representing the actual value of the work added or dispensed with, shall be agreed upon before the work is done, and if agreement cannot be reached, the work shall be completed pursuant to a Work Change Directive under Article 10 of the General Conditions. No claim for loss of anticipated profits shall be made or allowed on account of such changes, and the validity of the Contract or bond shall not be affected thereby. 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor’s Fee: The Contractor’s fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor’s fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor’s fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraph 12.01.C.2.a is that the Subcontractor who actually performs the EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.40 Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; any part of the Work within the Contract Times due to a abnormal weather conditions, then the Contract Times will be extended by one (1) day for each weather day lost in excess of those in the following table: d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; Month e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor’s fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor’s fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. 12.02 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay, except for weather delays resulting in workdays lost from December 1 to April 30, if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. When the Contractor’s accepted Progress Schedule depicts Work on the critical path occurring during the period from December 1 to April 30 and the Contractor is prevented from completing December January February March April Number of Workdays Lost Due To Weather 6 8 8 7 6 The Contract Times will be extended for every workday that abnormal weather conditions reduce production by more than 50 percent on items of Work on the critical path. Weekends, Shutdown Days as defined in Paragraph 17.10, and holidays will not be considered as lost workdays unless the Contractor normally works those days or unless the Contractor is directed to work those days. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor’s ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of Engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.41 E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03.C and 13.03.D below; ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in said Paragraph 13.04.C; and 13.01 3. as otherwise specifically provided in the Contract Documents. Notice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. All Work is subject to testing to indicate compliance with Contract Document requirements. Duplicate copies of test results of all tests required shall be submitted to Engineer. Testing laboratories are subject to the approval of Engineer. Tests and inspection of work may be conducted by Owner or an independent laboratory employed by Owner. Tests may also be performed in the field by Engineer as a basis for acceptance of the Work. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Samples required for testing shall be furnished by Contractor at no cost to Owner. In the event that completed Work does not conform to specification requirements during the initial test, the Work shall be corrected and retested for conformance. The entire cost of retesting completed Work shall be borne by Contractor. This shall include the extra cost for inspection to Owner which will be deducted from the final amount due Contractor. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner’s and Engineer’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense unless Contractor has given Engineer timely notice of Contractor’s intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer’s observation and replaced at Contractor’s expense. B. If Engineer considers it necessary or advisable that covered Work be observed by EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.42 Engineer or inspected or tested by others, Contractor, at Engineer’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If, the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications . EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.43 D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or limitation upon, or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer’s recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner’s evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer’s recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. If Contractor fails within two (2) business days of a written notice from Engineer, or such longer time as may be stated in such notice, to correct, or take reasonable steps to commence to correct, defective Work or to remove and replace, or take reasonable steps to remove and replace, rejected Work as required by Engineer in accordance with Paragraph 13.06.A., or if Contractor fails to perform the Work in accordance with the Contract Documents, Owner may correct or remedy any such deficiency. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable costs arising out of or related to the investigation and correction of correcting such deficiencies, including Owner's attorneys' and consultants' fees and expenses and other expenses and compensation for the Engineer’s additional services made necessary by such default, neglect or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. The Contractor irrevocably designates the Owner as the Contractor's attorney-in-fact to execute the Change Orders provided for in this Subparagraph. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, take possession of Contractor’s tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner’s representatives, agents and employees, Owner’s other contractors, and Engineer and Engineer’s consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor’s defective Work. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.44 D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner’s rights and remedies under this Paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. At least by the 20th day of the month (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment (including a Schedule of Values described in Paragraph 2.05.A.3 of the Modified General Conditions) filled out and signed by Contractor covering the Work completed as of the date of the Application, and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner’s interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated Applications for Payment. with prior 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Retainage. Partial payments to Contractor for labor performed shall be made at the rate of 92 percent of the amount invoiced through the Application for Payment that shows the total Contract Completion at 50 percent or greater, pursuant to Ohio Revised Code Section 153.14. After the Contract is 50 percent complete as evidenced by payments in the amount of at least 50 percent of the Contract Price to Contractor, no additional funds shall be retained from payments for labor. 4. Contractor shall submit with each pay request Contractor's partial waiver of lien for the full amount of the requested payment. Beginning with the second pay request, and with each succeeding pay request, Contractor shall submit partial waivers of lien for each Subcontractor and Supplier showing that the amount paid to date to each is at least equivalent to the total value of Subcontractor's or Supplier's work, less retainage, included on the previous pay request. Contractor shall submit with each pay request a signed Waiver of Lien Log clearly documenting the following: a. The names of Subcontractors/Suppliers on the project. b. Contract Subcontractor/Supplier. c. Amount Subcontractor/Supplier. amounts paid to all for date to each each d. Lien waivers provided with current pay application for previous month's payments. e. Amount to be paid to each Subcontractor/Supplier included in the pending pay request. f. Remaining Subcontractor/Supplier. balance for each 5. Contractor shall submit one original and five copies (unless a different quantity is otherwise agreed upon) on 8-1/2 by 11 paper of each lien waiver submitted. 6. Contractor shall submit six copies (unless a different quantity is otherwise agreed upon) of each pay request for approval. 7. No advanced payment for shop drawing preparation will be made. Shop drawing EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.45 costs will be paid when equipment and materials are delivered and suitably stored on the site. 8. All stored equipment and materials for which payment is requested shall have six copies (unless a different quantity is otherwise agreed upon) of invoices included with the pay request. Equipment shall be identified thoroughly on the invoices, including serial numbers. 9. Payment for the stored equipment and material which are on the site shall not exceed the invoiced amount for each item, less the Contract retainage. The overhead and profit for the stored items shall not be invoiced until the item is installed. 10. Payment for off-site storage is normally reserved for sensitive or very large pieces of equipment that in Engineer's opinion would not be practical to have stored on the site. Payment for offsite stored items shall be limited to 75% of the invoiced value of the item, less Contract retainage. Contractor shall reimburse Owner the Cost of inspecting off-site stored items. When off-site storage is approved, Contractor shall provide Insurance Certificates and Document of Ownership to Owner. Work under Paragraph 9.07, and to any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor’s being entitled to such payment appear to have been fulfilled in so far as it is Engineer’s responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. that there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. B. Review of Applications 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer’s recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer’s observations on the Site of the executed Work as an experienced and qualified design professional and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer’s knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price 4. Neither Engineer’s review of Contractor’s Work for the purposes of recommending payments nor Engineer’s recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor’s failure to comply with Laws and Regulations applicable to Contractor’s performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s opinion, it would be incorrect to make the representations to Owner stated in Paragraph EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.46 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer’s opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner’s satisfaction the reasons for such action. 3. If it is subsequently determined that Owner’s refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1. 14.03 b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due 1. Ten days after presentation of the Application for Payment to Owner with Engineer’s recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor’s performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining Contractor’s Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor’s notification, , Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within 14 days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner’s objections, Engineer considers the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.47 believes justified after objections from Owner. consideration of any D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer’s issuing the definitive certificate of Substantial Completion, Engineer’s aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. F. Time for Completion of Items on Tentative List and Remedies. The time fixed by the Engineer for the completion of all items on the list accompanying the tentative certificate of Substantial Completion shall not be greater than thirty (30) days, unless the Engineer states a longer time in the certificate. The Contractor shall complete all items on the list within such 30-day period or such other time as is specified. If the Contractor fails to do so, the Owner in its discretion may perform the Work by itself or others and the cost thereof shall be charged to the Contractor. The Contractor irrevocably designates the Owner as the Contractor’s attorneyin-fact to execute a Change Order deducting such cost from the balance of the Contract Price and also any additional costs or expenses incurred by the Owner arising out of or related to the failure of the Contractor to complete such items, including but not limited to attorneys’, consultants’, and Engineer’s fees. The Contractor’s warranties under the Contract Documents shall remain in full force and effect and cover any remedial Work, even if performed by others. If more than one inspection by the Engineer for purposes of evaluating corrected Work is required, it will be performed at the Contractor’s expense. 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work, subject to the following conditions. 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. Owner may at any time request Contractor in writing to permit Owner to take over operation of any part of the Work although it is not substantially complete. A copy of such request will be sent to Engineer, and within a reasonable time thereafter, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion and will prepare a list of the items remaining to be completed or corrected thereon before final payment. If Contractor does not object in writing to Owner and Engineer that such part of the Work is not ready for separate operation by Owner, Engineer will finalize the list of items to be completed or corrected and will deliver such lists to Owner and Contractor together with a written recommendation as to the division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, maintenance, utilities, insurance, warranties, and guarantees for that part of the Work which will become binding upon Owner and Contractor at the time when Owner takes over such operation (unless they shall have otherwise agreed in writing and so informed Engineer). During such EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.48 operation and prior to Substantial Completion of such part of the Work, Owner shall allow Contractor reasonable access to complete or correct items on said list and to complete other related Work. 4. 5. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner or Owner's property might in any way be responsible have been paid or otherwise satisfied. Contractor's request for final payment shall also include Contractor's final waiver of lien which shall be for the full amount of Contract, including any change orders thereto. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer’s Review of Application and Acceptance 1. If, on the basis of Engineer’s observation of the Work during construction and final inspection, and Engineer’s review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor’s other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer’s recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B.7; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer’s recommendation, including but not limited to liquidated damages, will become due and , will be paid by Owner to Contractor. 14.08 d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor’s final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.49 make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor’s continuing obligations under the Contract Documents; and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor’s disregard of the authority of Engineer; or 4. Contractor’s violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety ) seven three business days written notice of its intent to terminate the services of Contractor: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor’s tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and 3. complete the Work as Owner may deem expedient. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: the Such termination shall be effective as of the date stated in the termination notice provided to Contractor. 1. Contractor’s persistent failure to perform Work in accordance with the Contract C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph Owner shall not be required to obtain the lowest price for the Work performed. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.50 D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor’s services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor’s services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B, and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven three business days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. Such termination shall be effective as of the date stated in the written notice. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. C. Contractor shall require similar provisions contained in Paragraph 15.03 in each of its subcontracts to protect Contractor from claims by Subcontractors arising from the Owner’s termination for convenience, or to minimize claims by such subcontractors. The remedy provided to Contractor under this Paragraph 15.03 shall be the Contractor’s sole remedy in the event of termination for convenience by Owner. 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor’s stopping the Work as permitted by this Paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.51 Timely submission of the request shall stay the effect of Paragraph 10.05.E. ARTICLE 17 - MISCELLANEOUS A. Procedures 17.01 Settlement, Methods and 1. In the event that Contractor files a Claim or files an action against Owner, Owner shall be entitled to make an offer of settlement of the Claim to Contractor at any time up to the date of trial. Such offer of settlement shall not be admissible into evidence at the litigation except on the issue of entitlement to recovery of attorneys’ fees, costs and expenses. If at any stage of the litigation, including any appeals, Contractor's claim is dismissed or found to be without merit, or if the damages awarded to Contractor on its claim do not exceed Owner's offer of settlement, Contractor shall be liable to Owner and shall reimburse Owner for all attorneys fees, costs and expenses incurred by Owner from the date of the offer of settlement until the date of the final adjudication and resolution of Contractor's claim. 2. Any dispute, claim or other matter not settled by negotiation or other means as mutually agreed upon by Owner, Contractor, and surety where applicable, shall be determined by the Court of Common Pleas for Licking County, Ohio, which shall have exclusive venue and jurisdiction over such matters and claims. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer’s action under Paragraph 10.05.C or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions, or 2. agrees with the other party to submit the Claim to another dispute resolution process, or 3. gives written notice to the other party of their intent to submit the Claim to a court of competent jurisdiction. Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. This Contract shall be governed by the law of the State of Ohio. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.52 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 17.07 Equal Employment Opportunity and NonDiscrimination. The Contractor shall comply with, and shall require all Subcontractors of any tier to comply with, the applicable equal employment opportunity and non-discrimination statutes and regulations of the State of Ohio. 17.08 Contract Work Hours and Safety Standard Act. All Contractors and Subcontractors, of any tier, shall comply with the applicable federal regulations for contract work hours and safety standards. 17.09 Clean Air Act. All Contractors and Subcontractors, of any tier, shall comply with the applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 1857, et seq.) and the Federal Water Pollution Control Act (33 U.S. C. 1251, et seq.), as amended. 17.10 Shutdown Dates. Due to events scheduled by the Owner and/or other Owner considerations, Contractor will not be able to perform Work on the Project on the following dates: Buckeye Lake Holiday’s July 3, 2012 Shutdown Dates shall be treated in the same manner as a holiday as set forth herein. During the dates listed above, Contractor is required to insure that all safety requirements are met, including the safety and protection requirements in Paragraph 6.13. Further, Contractor’s schedule for performing the Work shall account for Contractor not being able to perform Work on these dates and the contractual dates for Substantial Completion and Final Completion will not be changed due to Contractor not being able to perform Work on these dates. During the mandatory Shutdown Dates the Contractor shall not be relieved of any contractual requirements set forth in the Contract Documents. 17.11 Use of Non-National Workforce. Any nonnational working for the Contractor or SubContractor (s) shall comply will all local, state and federal laws and regulations regarding immigration and labor. 17.12 Employment of Children. The Contractor and Sub-Contractor(s) shall abide by the Fair Labor Standards Act. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 3.53 PAGE LEFT INTENTIONALLY BLANK 4.0 SPECIAL PROJECT CONDITIONS PAGE LEFT INTENTIONALLY BLANK Village of Buckeye Lake Nutrient Reduction Project BL SWIF SPECIAL PROJECT CONDITIONS SECTION 1: DECLARATION REGARDING MATERIAL ASSITANCE/NONASSISTANCE TO A TERRORIST ORGANIZATION 1.01: GENERAL 1.01.1 PURPOSE The purpose of this section is to provide the state of Ohio with an additional tool to deter and prosecute acts of terrorism within the state. 1.01.2 AUTHORITY The requirements herein stated are authorized under Senate Bill 9, the state’s homeland security and antiterrorism legislation. Governor Taft signed the legislation into law on January 11, 2006. Sections 2909.32, 2909.33 and 2909.34 of the Ohio Revised Code (O.R.C.) officially defined and created the Declaration Regarding Material Assistance/Nonassistance to a Terrorist Organization. 1.01.03 EQUIREMENT Prior to entering into any contact to conduct business or provide funding, the state of Ohio, any instrumentality of the state or any political subdivision of the state must obtain a Declaration Regarding Material Assistance/Nonassistance to a Terrorist Organization form pursuant to O.R.C. Section 2909.33 (C). 1.01.04 EFINITIONS Declaration Regarding Material Assistance/Nonassistance to a Terrorist Organization, hereinafter referred to as DMA, is a questionnaire to be completed by the successful Bidder prior to the award of a contract to certify that Bidder has not provided “material assistance” to a terrorist organization. Terrorist Exclusion List is a list of foreign organizations known to support and/or engage in acts of terrorism. The U.S. Department of State maintains this list. The Terrorist Exclusion List shall hereinafter be referred to as the TEL. Material Assistance, as defined by statute, means any of the following: Membership in an organization on the TEL, Use of the person’s position of prominence within any country to persuade others to support an organization on the TEL, Knowingly soliciting funds or other things of value for an organization on the TEL, Solicitation of any individual for membership in an organization on the TEL, Commission of an act that a person knows, or reasonably should have known, affords material support or resources to an organization on the TEL, Hiring or compensating a person known by the person hiring or providing compensation to be a member of an organization on the TEL, or a person known by the person hiring or providing compensation to be engaged in planning, assisting or carrying our an act of terrorism. Material Support or Resources, as define by statute, means currency, payment instruments (check, draft, money order, traveler’s check, cashiers check, teller’s check), other financial securities, funds, transfer of funds, and financial services that are in excess of one hundred dollars (USD 100.00), as well as communications, lodging, training, safe houses, false documentation or identification, communication’s equipment, facilities, weapons, lethal substances, explosives, personnel, equipment, and other physical assets except medicine or religious materials. Personal Benefit means: Special Project Conditions 4.1 Village of Buckeye Lake Nutrient Reduction Project BL SWIF Pensions, disability and survivor benefits, Money, goods, services or other things of value provided by the United States, or a political subdivision of the state to which the recipient is entitled to by reason of age, medical condition, or a financial need that is establisher pursuant to an act of congress or the state legislature, Salary or compensation a person receives as an employee of the state or a political subdivision of the state. State shall mean the state of Ohio, United States of America. 1.02: SUBMITTALS Upon receipt of the Notice of Award, the successful Bidder shall complete and fully execute the Declaration Regarding Material Assistance/Nonassistance to a Terrorist Organization (DMA) form provided herein these documents. The successful Bidder shall return the DMA to the city within fifteen (15) days of receipt. The city will not execute nor process any purchase order until such time that the completed and executed DMA has been received. 1.03: REVIEW OF THE DMA Upon submittal, the city will promptly review the completed and executed DMA form to determine if any positive responses are indicated on the DMA. A positive response is indicated either by the successful Bidder selecting “yes” to any question on the questionnaire, or by failing to answer “no” to any question. O.R.C bars the City from executing an agreement or contract with the successful Bidder if a positive response is indicted on the DMA. The city will notify the Bidder in writing that he/she is denied an agreement or contract. The city will also notify the state of Ohio, Department of Public Safety, Division of Homeland Security that it has denied the Bidder an agreement or contract due to a positive response on the DMA. 1.04: APPEAL OF DENIAL 1.04.1 APPEAL PROCESS If the Bidder believes the denial of an agreement or contract due to a positive response on the DMA was inappropriate or unjust, he/she may request a review of the denial. The Bidder shall obtain the required forms from the Ohio Homeland Security website at www.homelandsecurity.ohio.gov. The Bidder shall fully complete the forms and return them to the Department of Public Safety, Division of Homeland Security at the address given on the form via certified mail. Appeals of denial may only be made to Department of Public Safety; the City is barred from consideration of such appeals. Such appeals shall be made within fifteen (15) days of receipt of the notification of denial from the city. If such appeal is not made within the fifteen (15) day period, then the city shall begin actions to award the contract to the next lowest and best Bidder. 1.04.2 BASIS FOR REVIEW OF DENIAL Once the appeal request has been filed, the Department of Public Safety shall consider and decide the appeal within thirty (30) days. The Department will overturn a denial if all the following apply: The provision of material assistance to an organization on the TEL was made more than ten (10) years before the DMA was filled out, or the provision of material assistance was made within the prior ten years, but the organization was either not on the TEL at the time, or would not have merited inclusion on the TEL if the TEL had existed, or if it was unreasonable at the time to know of the organization’s activities that warranted its inclusion on the TEL, It is unlikely that the Bidder will provide material assistance to an organization on the TEL in the future, Special Project Conditions 4.2 Village of Buckeye Lake Nutrient Reduction Project BL SWIF The Bidder does not pose a risk to the residents of the state. 1.04.3 FURTHER APPEAL If the Department of Public Safety determines not to overturn the denial, the Bidder may further appeal the case pursuant to Section 119 of the Ohio Revised Code. Special Project Conditions 4.3 Village of Buckeye Lake Nutrient Reduction Project BL SWIF THIS PAGE LEFT INTENTIONALLY BLANK Special Project Conditions 4.4 5.0 PROJECT DESCRIPTION & SUPPLEMENTAL SPECIFICATIONS PAGE LEFT INTENTIONALLY BLANK Village of Buckeye Lake Nutrient Reduction Project BL SWIF PROJECT DESCRIPTION & SUPPLEMENTAL SPECIFICATIONS A. General: The current standard specifications of the State of Ohio, Department of Transportation, including changes and supplemental specifications shall govern this improvement unless otherwise specified in the construction specification notes. The contractor shall provide for the construction and completion of every detail of the work described. The contractor shall perform all items of work covered and stipulated in this proposal and perform altered and extra work, furnish all labor, equipment, materials, tools, transportation, and supplies required to complete the work in accordance with the specifications and terms of this contract. Should any misunderstanding arise as to the intent or meaning of the plans, specifications, and special provisions of this proposal, or any discrepancy appear, the decision of the Street Superintendent shall be final and conclusive. Whenever in the plans and specifications references are made to Director, it shall be interpreted to mean Street Superintendent of the Village of Buckeye Lake. Whenever in the plans and specifications references are made to Engineer, it shall be interpreted to mean Street Superintendent of the Village of Buckeye Lake or his authorized representative. Whenever in the plans and specifications references are made to State of Ohio, it shall be interpreted to mean Village of Buckeye Lake acting through its authorized representative. All construction and material usage shall be in accordance with climatic conditions addressed in the current issue of the Ohio Department of Transportation Construction and Materials Specifications. B. Maintenance of Traffic (MOT): All relevant signage and street closures shall be the responsibility of the contractor, and shall be coordinated with Village officials 48 hours prior to the start of work. MOT and signage shall be in accordance with ODOT Item 614 and the Ohio Manual of Uniform Traffic Control Devices (OMUTCD). All MOT items, signage, etc shall be paid for under Item 614, Maintaining Traffic. The contractor shall allow access to driveways at all times during non-work hours. C. Rain Garden Specifications: Replace existing raised bed between the Buckeye Lake Village Administration Building parking lot and Walnut Road with a rain garden (8’ x 55’) that will capture storm water runoff from adjacent parking lot and roadway, as shown on the exhibit. I. Erosion control Install all temporary erosion control measures prior to the start of any construction operation that may cause any sedimentation or siltation at the site. Inspect erosion control measures at least once a week and after each rainfall event. Make any required repairs immediately. If using silt fence fabric, silt fence fabric that collapses, tears, decomposes or otherwise becomes ineffective should be replaced within 24 hours of discovery. Remove silt fence deposits once they reach 30 percent the height of the silt fence or silt curtain. Care should be taken to avoid undermining the fence during cleanout. Supplemental Specifications 5.1 Village of Buckeye Lake Nutrient Reduction Project BL SWIF Erosion control devices shall be maintained until the site is stabilized, as determined by the Buckeye Lake Village Project Manager. Perform continuous inspections of temporary construction access to ensure that it is providing adequate erosion and sedimentation control for the construction site. Remove the silt fence after the site is stabilized per Buckeye Lake Village Project Manager. II. Rain garden excavation, backfill and grading The rain garden will replace the existing raised bed between the Village Administration Building parking lot and the road. Ensure that construction access or equipment staging areas do not conflict with the final location of the rain garden or the flow of the parking lot. Saw Cut the existing pavement and excavate the rain garden 2 feet below grade. Install drums around the plating bed to secure it from motorists. All sub material below the specified elevation shall be left undisturbed, unless otherwise directed by the Buckeye Lake Village Project Manager. Establish a 2%-10% slope to center of rain garden. Grading of the rain garden shall be accomplished using low-impact earthmoving equipment to prevent compaction of the underlying soils. Small tracked dozers and bobcats with runner tracks are recommended. In the event that sediment is introduced into the BMP during or immediately following excavation, this material will need to be removed from the rain garden prior to initiating the next step in the rain garden construction process. This is especially important if the rain garden has been designed to infiltrate storm water because sediment that has been washed into the rain garden during the excavation process can seal the permeable material significantly reducing the infiltration capacity of the soils. Do site prep including adding gravel (1”-3”) as a base layer following by a 19” layer of well-blended soil (bioretention mix of approximately 60% sand, 20% topsoil, and 20% organic leaf compost with 30% void space) and then heavy mulch (i.e. wood chips). o Clean, washed 1 to 3-inch gravel shall be placed in the bottom of the raingarden to the depth of 3”. Gravel should be lightly compacted. o Sand should be clean construction sand, free of deleterious materials. A grain size of 0.02”-0.04” is preferred. o Top soil should be sandy loam, loamy sand, or loam texture per USDA textural triangle with less than 5% clay content. o Portions of rain garden to be planted shall be top-dressed with 3” of non-dyed woodchip mulch, double-shredded varieties are recommended. Native planting shall not commence until planting areas have been properly amended and prepared per the specifications. The site shall be free from all weeds and invasive plant species. The contractor will include 7 parking lot blocks along the north side of the rain garden on the parking lot to prevent motorists from driving into the garden. III. Native planting Due to the inherent difficulties associated with establishing quality vegetated cover from seed in areas of ponding and/or flowing water, seeding is not appropriate for this project. Install rain garden plugs at a rate of 1 plant per square foot for a total of 440 plants. Plugs must be perennials that are native to the ecoregion. Healthy plugs should be as mature as possible to expedite garden establishment. Include list of recommended plants and location in garden in bid. Consider sign and parking lot entrance/exit visibility. A suggested planting list is included at the end of this section. Supplemental Specifications 5.2 Village of Buckeye Lake Nutrient Reduction Project D. BL SWIF All plant material shall be thoroughly watered within 8 hours of planting. Water rain garden once per week as the plants get established through the summer of 2014. Contractor shall replace all dead rain garden plants through the fall of 2014. IV. Long Term Care Maintain rain garden, including weeding and replacing any dead plants, through the fall of 2014. Pervious Concrete Pavement Installation: The pervious parking lot limits have not been field surveyed. The engineer shall mark the limits of the pervious pavement in the field. The location will closely resemble that shown on the exhibit included in this bidding packet. The contractor shall saw cut the limits of the parking lot as marked in the field. Broken or jagged edges between the existing asphalt parking lot and the pervious pavement will not be accepted by the village. Clean straight edges must be cut and maintained. The contractor will be responsible for any additional material and or labor required to fix broken, jagged, etc. asphalt edges. The contractor will remove the asphalt pavement and excavate in the designated area and dispose of the excavated material. After paving, the Contractor is to restripe the parking stalls that were removed during pavement installation. E. Catch Basin Installation: The contractor is to remove two existing catch basins and pipe 22 feet of conduit located at the corner of Lighthouse Lane and Dockside Drive. The contractor is to then install two new catch basins and replace the removed conduit at the exact locations and elevations as the removed items. The contractor is to then install a Grate Inlet Skimmer Box as per the specification or approved equal in each catch basin installed. The village of Buckeye Lake is to receive the removed basins. F. Scheduling: All work shall be substantially completed by November 1, 2014. Supplemental Specifications 5.3 PAGE LEFT INTENTIONALLY BLANK SUGGESTED PLANT LIST FOR YOUR RAIN GARDEN BOTANICAL NAME COMMON NAME LIGHT PREFERENCE BLOOM TIME BLOOM COLOR HEIGHT Aquilegia canadensis Columbine Shade Spring to Summer Scarlet, yellow 1-2’ Asclepias incarnata Swamp Milkweed Sun June-July Red/pink 3-5’ Aster laevis Smooth Aster Sun Aug.-Oct. Blue 1-4’ Aster novae-angliae New England Aster Sun Aug.-Oct. Pink, purplish 3-6’ Baptisia australis Blue False Indigo Full to part Sun May-July Blue 2-4’ Caltha palustris Marsh Marigold Sun April-May Yellow 1-2’ Chelone glabra White Turtlehead Sun July-Oct. White to Purple 1-3’ Echinacea purpurea Purple Coneflower Full to part Sun July-Sept. Purple 3-4’ Eupatorium purpureum Joe-Pye Weed Sun July-Sept. Rose to pink 3-5’ Iris versicolor Blue Flag Iris Sun June-July Blue 2-3’ Liatris spicata Blazing Star Sun July-Aug. Purple-Pink 3-5’ Lobelia cardinalis Cardinal Flower Full to part Sun July-Sept. Red 2-5’ Lobelia siphilitica Great Blue Lobelia Full to part Sun July-Sept. Blue 1-4’ Lycopus americanus Cut-leaved Water Horehound Sun June-Sept. White 1-2’ Monarda didyma Bee Balm Sun Summer Red 2-5’ Monarda fistulosa Wild Bergamot Full to part Sun July-Sept. Lavender 2-5’ Onoclea sensibilis Sensitive Fern Shade Non-flowering Non-flowering 1-2’ Osmunda cinnamomea Cinnamon Fern Shade Non-flowering Non-flowering 2-5’ Osmunda regalis Royal Fern Shade Non-flowering Non-flowering 1-3’ Penstemon digitalis Smooth Penstemon Sun June-July White 2-3’ Polemonium reptans Spreading Jacob’s Ladder Full to part Sun Spring/Summer Blue 12-15" Potentilla norvegica Rough Cinquefoil Sun to part Shade Late Spring to Fall Yellow 4-36" Rudbeckia laciniata Green-headed Coneflower Sun Aug.-Oct. Yellow 4-6’ Rudbeckia triloba Branching Coneflower Full to part Sun July-Sept. Yellow 2-4’ Sagittaria latifolia Arrowhead Full to part Sun Summer White 1-5’ Silphium perfoliatum Cup Plant Full to part Sun Summer Yellow 3-10’ Silphium terebinthinaceum Prairie Dock Full to part Sun July-Sept. Yellow 2-10’ Solidago ohioensis Ohio Goldenrod Sun Aug.-Sept. Yellow 3-4’ Stylophorum diphyllum Celandine Poppy Part shade to full Sun May-July Yellow 12-18" Vernonia fasciculata Ironweed Sun July-Sept. Red-pink 4-6’ Veronicastrum virginicum Culver’s Root Full to partial Sun July-Aug. White 3-6’ Andropogon gerardii Big Bluestem Full Sun Sept.-Oct. Golden blue 4-8’ Carex muskingumensis Palm Sedge Part shade to full Sun Spring Red-brown 2-3’ Carex vulpinoidea Fox Sedge Sun May-June Green 1’-3’ Panicum virgatum Switch Grass Full Sun Aug.-Sept. Green, gold 3-6’ Spartina pectinata Prairie Cord Grass Full Sun Aug.-Sept. Green, gold 3-7’ 17 Rain Garden Manual for Homeowners PAGE LEFT INTENTIONALLY BLANK SECTION 3178 PORTLAND CEMENT PERVIOUS CONCRETE PAVEMENT PART 1 1.01 GENERAL Scope of Work: A. The Work to be completed under this contract includes the furnishing of all labor, materials and equipment necessary for construction of Pervious Concrete Pavement for streets, parking & pedestrian areas in conformance with the plans and specifications. 1.02 References: A. B. American Concrete Institute 1. ACI 211.3R “Guide for Selecting Proportions for Non-Slump Concrete” 2. ACI 305 “Hot Weather Concreting” 3. ACI 306 “Cold Weather Concreting” 4. ACI 522 “Pervious Concrete Committee Recommendations” 5. ACI Flatwork Finisher Certification Program 6. ACI Field Technician Certification Program American Society for Testing and Materials 1. ASTM C29 “Test for Unit Weight and Voids in Aggregate” 2. ASTM C33 “Specification for Concrete Aggregates” 3. ASTM C42 “Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete.” 4. ASTM C117 “Test Method for Material Finer than 75 microns (No. 200) Sieve in Mineral Aggregates by Washing.” 5. ASTM C138 “Test Method for Unit Weight, Yield and Air Content (Gravimetric) of Concrete.” 6. ASTM C140 “Test Method for Concrete Masonry Units 7. ASTM C150 “Specifications for Portland Cement” 8. ASTM C172 “Practice for Sampling Fresh Concrete” 9. ASTM C260 “Specification for Air-Entraining Admixtures for Concrete” 10. ASTM C494 “Specification for Chemical Admixtures for Concrete” 11. ASTM C595 “Specification for Blended Hydraulic Cements” (Types IP or IS only) 12. ASTM C618 “Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete.” 13. ASTM C989 “Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars.” 14. ASTM C1077 “Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and criteria for Laboratory Evaluation.” 1 15. ASTM D1557 “Tests for Moisture-Density Relations of Soils and Soil Aggregate Mixtures Using 10 Pound Rammer and 18-inch Drop.” 16. ASTM E329 “Standard Recommended Practice for Inspection and testing Agencies for Concrete, Steel and Bituminous Materials as Used in Construction.” 17. ASTM C 1116 “Specification for Fiber-Reinforced Concrete” 18. ASTM C 1602 “Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete” 19. ASTM C 1688 “Test Method for Density and Void Content of Freshly Mixed Pervious Concrete” 20. ASTM C 1701 “Test Method for Infiltration Rate of In Place Pervious Concrete” 21. ASTM D 448 “Classification for Sizes of Aggregate for Road and Bridge Construction” 22. ASTM D 1557 “Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3)” 23. ASTM D 1751 “Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)” 24. ASTM D 1752 “Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction” 25. ASTM D 2434 “Test Method for Permeability of Granular Soils (Constant Head)” 26. ASTM D 3385 “Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer” 27. ASTM D 5084 “Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Falling Head, Method C)” 28. ASTM D 5093 “Test Method for Field Measurement of Infiltration Rate Using a Double-Ring Infiltrometer with a Sealed-Inner Ring” 29. ASTM D 6391 “Test Method for Field Measurement of Hydraulic Conductivity Limits of Porous Materials Using Two Stages of Infiltration from a Borehole” 30. 1.03 ASTM D7357 “Specification for Cellulose Fibers for Fiber-Reinforced Concrete” Quality Assurance: A. Prior to award the contractor shall submit evidence of two successful Pervious Concrete Pavement projects including but not limited to the following: 1. Project name and address, owner name and contact information 2. Test results including unit weight, void content and thickness This requirement may be waived by the owner provided the contractor can demonstrate successful experience in the concrete industry and provides a test panel for inspection and testing. 3. The Bidder/Contractor shall employ no less than one NRMCA certified Pervious Concrete Craftsman who must be on site, overseeing each placement crew during all concrete placement, 2 or employ no less than three NRMCA certified Pervious Concrete Installers, who shall be on site as members of each placement crew during all concrete placement, or employ no less than five NRMCA certified Pervious Concrete Technicians, who shall be on site working as members of each placement crew during all concrete placement unless otherwise specified. The minimum number of certified individuals listed above must be present on each pervious concrete placement including any test panel placements, and a certified individual must be in charge of the placement crew and procedures. 4. If the placing contractor and concrete producer have insufficient experience with pervious concrete pavement (less than two successful projects), the placing contractor shall retain an experienced consultant to monitor production, handling, and placement operations at the Contractor’s expense. 1.04 Special Equipment: Pervious concrete requires specific equipment for compaction and jointing. The pavement shall be compacted using one of two methods. A. Rolling compaction shall be achieved using a minimum 10-inch diameter steel pipe that spans the width of the section placed and exerts a vertical pressure of at least 10 psi on the concrete. B. Plate compaction shall be achieved using a standard soil plate compactor that has a base area of at least two square feet and exerts a minimum of 10 psi vertical pressure on the pavement surface. C. If joints are specified, they may either constructed by rolling or sawing. Rolled joints shall be formed using a “salt roller” to which a beveled fin has been welded around the circumference. Sawed joints shall be constructed as soon as the pervious pavement can be sawed without raveling the sawed edge and before initial cracking occurs using either a dry-cut or wet saw. At no time during the sawing process shall more pavement surface be exposed than that needed for sawing. 1.05 Submittals: Prior to commencement of the work the contractor shall submit the following: A. Concrete materials: 1. Proposed concrete mixture proportions including all material weights, volumes, unit weight, water cement ratio, aggregate cement ratio and void content. 1.06 2. Aggregate type, source and gradation data. 3. Cement, fly ash and admixture manufacturer certifications B. Qualifications: Evidence of qualifications listed under Quality Assurance. C. Project details: Specific plans, details, schedule, construction procedures and quality control plan. D. Subcontractors: List all materials suppliers and subcontractors to be used on the project. Test Panels: Prior to construction, a test panel shall be placed to the satisfaction of the owner unless this requirement is waived based on contractor qualifications. A. Each test panel shall be a minimum of 225 sq. ft and shall be placed, jointed and cured using materials, equipment, and personnel proposed for the project. 3 B. Test panel cost and removal, if necessary, shall be included as a line item in the contract proposal and contract. C. Quality: Test panels shall have acceptable surface finish, joint details and porosity and shall comply with the testing and acceptance standards listed in the Quality Control section of this specification. D. If test panels placed at the site are found to be deficient in thickness, unit weight or percentage of voids, or of an unacceptable appearance, they shall be removed at the contractor’s expense and taken to an approved landfill or recycling facility. If test panels are found to be satisfactory, they may be left inplace and included in the completed work. 1.07 Project Conditions: Weather Limitations A. The Contractor shall not place pervious concrete for pavement when the ambient temperature is predicted by the National Weather Service Point Forecast for the jobsite to be 40 ºF (4 ºC) or lower during the seven days following placement, unless otherwise permitted in writing by the Architect/Engineer. B. The contractor shall not place pervious concrete for pavement when the ambient temperature is predicted by the National Weather Service Point Forecast for the jobsite to rise above 90 ºF (32 ºC) during the seven days following placement, unless otherwise permitted in writing by the Architect/Engineer. C. Pervious concrete pavement shall not be placed on frozen coarse aggregate or subgrade. D. Evaporation control measures shall be applied from the time of discharge until the pavement is covered with polyethylene sheeting to prevent moisture loss during placement operations. PART 2 MATERIALS 2.01 Cement: Portland cement Type II or V conforming to ASTM C150 or Portland cement Type IP or IS conforming to ASTM C595. 2.02 Supplementary Cementitious Materials: A. Fly ash conforming to ASTM C618 may be used in amounts not to exceed 25% of total cementitious material. B. Ground Iron Blast-Furnace Slag conforming to ASTM C989 may be used in amounts not to exceed 50% by weight of total cementitious material. 2.03 Chemical Admixtures: A. Air entraining agents shall comply with ASTM C260. B. Water Reducing Admixtures shall comply with ASTM C494 C. Hydration stabilizer shall meet the requirements of ASTM C494. Hydration stabilizers are recommended to increase concrete placement time to 90 minutes and improve placement and finishing operations. 2.04 Fiber Reinforcement 4 A. Synthetic fiber shall be in accordance to ASTM C 1116 Type III made of polypropylene. B. Cellulose fibers shall be in accordance to ASTM C 1116 Type IV made of natural fibers conforming to ASTM D 7357. 2.05 Aggregates: A. Use a maximum 3/8” coarse aggregate that meets ASTM C33 Size 8 (3/8” to No. 16) and ODOT 703. Fine aggregate meeting ASTM C33, if used, shall not exceed 3 cu. ft. If other aggregate sizes are proposed, testing to assure unit weight, void content and workability must be submitted for approval. B. Larger aggregate sizes may increase porosity but can decrease workability. Avoid well graded aggregates as they may reduce porosity, and may not meet void specifications. C. Where available, natural rounded aggregates are recommended. 2.06 Water: Potable water shall comply with local water standards and ASTM C 1602. 2.07 Mixture Proportions: The Contractor shall furnish a proposed mix design with all proportions of materials prior to commencement of work. The data shall include densities (unit weights) and void contents determined in accordance with ASTM C 1688 for fresh mixed properties and with ASTM C 140 for hardened concrete properties of the same proposed mixture. The composition of the proposed concrete mixture shall be submitted to the Architect/Engineer for review and/or approval and shall comply with the following provisions unless an alternative composition is demonstrated to comply with the project requirements. A. Cementitious Content: For vehicle pavements, total cementitious content not less than 630 lbs/cy. B. Supplementary cementitious content: Fly ash: 25% maximum. Slag: 50% maximum C. Water / Cementitious Ratio: For vehicle pavements: 0.30 D. Aggregate Content: The volume of aggregate per cubic yard shall be equal to 27 cubic foot when calculated as a function of the unit weight determined in accordance with ASTM C29 jigging procedure. E. Admixtures: Admixture shall be used in accordance with the manufacturer’s instructions and recommendations. F. Mix Water: Mix water quantity shall be such that the cement paste displays a wet metallic sheen without causing the paste to flow from the aggregate. Mix water yielding a cement paste with a dull-dry appearance has insufficient water for hydration. Insufficient water results in inconsistency in the mix and poor bond strength between aggregate particles. High water content results in the paste reducing or eliminating the void system required for porosity. PART 3 EXECUTION 3.01 Subgrade: A. Subgrade Preparation and Protection of Adjacent Building or Pavement Foundations 5 a. Existing subgrade under detention layer areas shall be shaped to drain toward the rain garden and compacted. B. Groundwater Recharge Bed 1. Subgrade Preparation a. Existing subgrade under recharge bed areas shall NOT be compacted or subject to excessive construction equipment traffic prior to coarse aggregate bed placement. b. Where erosion of subgrade has caused accumulation of fine materials and/or surface ponding, this material shall be removed with light equipment and the underlying soils scarified to a minimum depth of 8 in. (203 mm) with a York rake or equivalent and light tractor. c. Bring subgrade of coarse aggregate recharge bed to line, grade, and elevations required. d. Fill and lightly regrade any areas damaged by erosion, ponding, or traffic compaction before the placing of coarse aggregate. 2. Recharge Bed Installation a. Upon completion of subgrade preparation, the Architect/Engineer shall be notified and shall inspect at his discretion before the contractor may proceed with recharge bed installation. b. Filter fabric and recharge bed aggregate shall be placed immediately after approval of subgrade preparation. Any accumulation of debris or sediment which has taken place after approval of subgrade shall be removed prior to installation of filter fabric at the contractor’s expense. c. Place filter fabric in accordance with manufacturer’s standards and recommendations. Adjacent strips of filter fabric shall overlap a minimum of 16 in. (406 mm). The contractor shall secure fabric at least 2 ft (610 mm) outside of bed and take steps necessary to prevent any runoff or sediment from entering the storage bed. For protection of existing adjacent building foundations, the contractor shall place impervious liner over filter fabric extending 6 ft (1829 mm) beyond toe of slope face at building face, and secure as recommended by manufacturer. d. Install No. 57 crushed limestone coarse aggregate in 6 in. maximum lifts. Compact each layer with mechanical vibratory compactor, keeping equipment movement over storage bed subgrades to a minimum, to a density of 95% as established by ASTM D1557. Install aggregate to required grades. e. Following placement of bed aggregate, the filter fabric shall be folded back along all bed edges to protect from sediment washout along bed edges. At least a 2 foot strip shall be used to protect beds from adjacent bare soil. This edge strip shall remain in place until all bare soils contiguous to beds are stabilized and vegetated. In addition, hay bales shall be placed at the toe of slopes which may be adjacent to beds to further prevent sediment from washing into beds during site development. As the site is fully stabilized, excess filter fabric along the bed edges can be cut back to coarse aggregate edge. A. Permeability: Subgrade should have a minimum permeability of 0.5 inch per hour. One suggested test for subgrade permeability is the double ring infiltrometer as per ASTM D. B. Moisture: The subgrade moisture content shall be 1% - 3% above optimum as determined by ASTM D1557. 6 C. 3.02 Inspect subgrade preparation, elevations, and conduct density tests for conformance to specifications. Pavement Thickness: A. Pavement thickness for all applications shall be single-course placement 5 in. thick unless otherwise specified. Pavements for vehicles heavier than single axle service/delivery trucks will require special design thicknesses which may require two-course construction. Note: Thicknesses greater than 6 in. (152 mm) have been successfully installed with single-course construction, and design has been verified with cores. Cores from a test slab may be used to confirm that consolidation and infiltration in the bottom of the slab is consistent with design objectives. Cores may also be used to determine relative compressive and flexural strengths. 3.03 Formwork: A. Forms may be of wood or steel and shall be the depth of the pavement. Forms shall be of sufficient strength and stability to support mechanical equipment without deformation of plan profiles following spreading, strike-off and compaction operations. Forms may have a removable spacer of ½” to ¾” thickness placed above the depth of pavement. The spacers are removed following placement and vibratory strike-off to allow roller compaction. B. The Contractor will be restricted to pavement placement widths of a maximum of 20 ft (6.1 m), unless the Contractor can demonstrate competence to provide pavement placement widths greater than the maximum specified to the satisfaction of the Architect/Engineer. Large scale mechanized placement of pervious concrete with slipform concrete paving machines, laser screeds or asphalt paving machines may preclude use of fixed forms. 3.04 Mixing and Hauling: A. Mixing: Truck mixers shall be operated at the speed designated as mixing speed by the manufacturer for 75 – 100 revolutions. B. Transportation: The Pervious concrete mixture may be transported or mixed on site and shall be used within one (1) hour of the introduction of mix water to the cement unless a hydration stabilizer is utilized in the concrete mixture. Times may be extended to 90 minutes using a hydration stabilizer. C. Discharge: Each truckload will be inspected for consistency of concrete mixture as per the description listed under Water Content in the Materials section of this specification. Water may be added to obtain the required mix consistency. A minimum of 30 revolutions at the manufacturer’s designated mixing speed shall be required following the addition of any water to the mix. Discharge shall be a continuous operation and shall be completed as quickly as possible. Concrete shall be deposited as close to its final position as practical and such that fresh concrete enters the mass of previously placed concrete. 3.05 Placing and Finishing: 7 A. Prior to placing concrete, the surface of the aggregate detention layer (or recharge bed) shall be soaked and in a wet condition at time of placement. Failure to moisten the aggregate surface will result in a reduction in strength of the pavement. B. The Contractor shall provide either slip form or vibratory form riding equipment to place the concrete unless otherwise approved by the Owner or Engineer in writing. No internal vibration shall be allowed. Normal placement procedures involve utilizing a mechanical vibratory screed to strike off the concrete ½” to 3/4” above final height, utilizing the form spacers described in Formwork. C. Workers shall avoid stepping on the plastic concrete immediately after its placement. Foot pressure can compress and force cement paste into the voids at the bottom of the slab, forming resistance to the percolation through the slab. Apparent defects in the surface shall be carefully remedied by placing fresh concrete into any depressions and compacting with a hand tamper. D. Following strike-off, remove spacers and compact the concrete to the form level, utilizing either a steel roller or a plate compactor or other method approved by the Owner. This compaction secures the surface materials assuring pavement durability. Care shall be taken during compaction that sufficient compactive force is achieved without working the concrete surface enough to seal off the surface porosity. E. Hand tampers shall be used to compact the concrete along the slab edges immediately adjacent to the forms. After compacting and defect inspection and repair, no further finishing shall be performed on the concrete. Surface shall be immediately cured. 3.06 Curing: A. Curing procedures shall begin no longer than 20 minutes after final placement operations. The pavement surface shall be covered with a minimum of six (6) mil thick polyethylene sheet or other approved covering material. The cover shall overlap all exposed edges and shall be secured to prevent dislocation due to winds or adjacent traffic conditions. For additional guidance on hot weather concreting, see ACI 305. B. The low water/cement ratio and high amount of exposed surface of pervious concrete makes it especially susceptible to drying out. Keep the surface moist using a spray applied curing compound and/or evaporation retarder immediately after screeding. C. The curing cover shall remain securely in place for 7 days minimum. No auto traffic shall be allowed on the pavement until curing is complete and no truck traffic shall be allowed for 14 days. 3.07 Jointing A. Pervious pavement will generate cracking similar to conventional concrete pavements. Due to the porous surface of pervious concrete, cracking is not as readily noticeable as with an impervious concrete. For this reason jointing is considered optional. 8 B. Control (contraction) joints shall be installed at regular intervals not to exceed 40 feet, or two times the width of the placement. The control joints shall be installed at ¼ the depth (to a maximum depth of 1½”) of the thickness of the pavement. These joints can be installed in the plastic concrete or saw cut. C. Jointing plastic concrete: Joints installed in the plastic concrete are generally rolled in utilizing a small roller with a beveled flange welded to the circumference. This type of jointing is done immediately after roller compaction and prior to curing. D. Jointing hardened concrete: Joints may be saw-cut using an early entry saw. Saw-cuts shall be made as soon as the pavement has hardened sufficiently to prevent raveling and uncontrolled cracking. Early entry sawing occurs later with pervious concrete than with conventional concrete. For either method, the curing cover shall be removed and the surface kept misted to prevent moisture loss. After sawing the curing cover shall be securely replaced for the remainder of the curing cycle. E. Transverse construction joints: Transverse construction joints shall be installed whenever placing is suspended for 30 minutes or whenever concrete is no longer workable. Isolation joints: Isolation joints shall used when abutting fixed vertical structures such i.e. light pole bases, building foundations, etc. 3.08 Quality Control: A. The Village of Buckeye Lake will employ a testing laboratory conforming to the requirements of ASTM E329 and ASTM C1077. All personnel engage in testing shall be certified by the American Concrete Institute as ACI Concrete Field Technicians and be able to present their wallet cards upon request. B. Traditional portland cement pavement testing procedures based on strength and slump control are not applicable to this type of pavement material. Concrete tests shall be performed for each 100 cubic yards or fraction thereof with a minimum of one test for each day’s placement. C. Plastic concrete shall be sampled in accordance with ASTM C 172 and tested for unit weight in accordance with ASTM C 29 using the jigging procedure for compaction. The unit weight of the delivered concrete shall be +/- 5 pcf of the design unit weight. D. Plastic void content shall be calculated as per ASTM C138, Gravimetric Air Determination and compared to the void percentage used in Hydraulic design. Void content shall normally be between 15% and 25%. E. Hardened concrete shall be tested at a rate of one set of three cores per 150 cy of concrete placed on one day or fraction thereof. The cores shall be drilled in accordance with ASTM C 42. The cores when measured for length shall not be less than the specified design thickness. F. The cores shall be tested for saturated unit weight using ASTM C42 and void content using ASTM C140. Measured unit weight shall be +/- 5 pcf of the design unit weight. Measured void content shall not be less than the void content used in the hydraulic design. 3.09 Basis of Payment 9 A. Pervious concrete pavement shall be paid for based on the square yard of in-place product including materials and labor. B. Performance and Inspection/Maintenance Excessive raveling – At or before 28 days after placement, any areas of excessive surface raveling, as determined by the Architect/Engineer, shall be removed and replaced or repaired by the Contractor at no additional cost to the project. END OF SECTION 10 PAGE LEFT INTENTIONALLY BLANK PAGE LEFT INTENTIONALLY BLANK 6.0 STATE OF OHIO PREVAILING WAGE DETERMINATION PAGE LEFT INTENTIONALLY BLANK Prevailing Wage Determination Cover Letter County: Determination Date: Expiration Date: -Select-Select- 10/14/2013 01/14/2014 THE FOLLOWING PAGES ARE PREVAILING RATES OF WAGES ON PUBLIC IMPROVEMENTS FAIRLY ESTIMATED TO BE MORE THAN THE AMOUNT IN O.R.C. SEC. 4115.03 (b) (1) or (2), AS APPLICABLE. Section 4115.05 provides, in part: “Where contracts are not awarded or construction undertaken within ninety days from the date of the establishment of the prevailing wages, there shall be a redetermination of the prevailing rate of wages before the contract is awarded.” The expiration date of this wage schedule is listed above for your convenience only. This wage determination is not intended as a blanket determination to be used for all projects during this period without prior approval of this Department. Section 4115.04, Ohio Revised Code provides, in part: “Such schedule of wages shall be attached to and made a part of the specifications for the work, and shall be printed on the bidding blanks where the work is done by contract...” The contract between the letting authority and the successful bidder shall contain a statement requiring that mechanics and laborers be paid a prevailing rate of wage as required in Section 4115.06, Ohio Revised Code. The contractor or subcontractor is required to file with the contracting public authority upon completion of the project and prior to final payment therefore an affidavit stating that he has fully complied with Chapter 4115 of the Ohio Revised Code. The wage rates contained in this schedule are the “Prevailing Wages” as defined by Section 4115.03, Ohio Revised Code (the basic hourly rates plus certain fringe benefits). These rates and fringes shall be a minimum to be paid under a contract regulated by Chapter 4115 of the Ohio Revised Code by contractors and subcontractors. The prevailing wage rates contained in this schedule include the effective dates and wage rates currently on file. In cases where future effective dates are not included in this schedule, modifications to the wage schedule will be furnished to the Prevailing Wage Coordinator appointed by the public authority as soon as prevailing wage rates increases are received by this office. “There shall be posted in a prominent and accessible place on the site of work a legible statement of the Schedule of Wage Rates specified in the contract to the various classifications of laborers, workmen, and mechanics employed, said statement to remain posted during the life of such contract.” Section 4115.07, Ohio Revised Code. Apprentices will be permitted to work only under a bona fide apprenticeship program if such program exists and if such program is registered with the Ohio Apprenticeship Council. Section 4115.071 provides that no later than ten days before the first payment of wages is due to any employee of any contractor or subcontractor working on a contract regulated by Chapter 4115, Ohio Revised Code, the contracting public authority shall appoint one of his own employees to act as the prevailing wage coordinator for said contract. The duties of the prevailing wage coordinator are outlined in Section 4115.071 of the Ohio Revised Code. Section 4115.05 provides for an escalator in the prevailing wage rate. Each time a new rate is established, that rate is required to be paid on all ongoing public improvement projects. A further requirement of Section 4115.05 of the Ohio Revised Code is: “On the occasion of the first pay date under a contract, the contractor shall furnish each employee not covered by a collective bargaining agreement or understanding between employers and bona fide organizations of Labor with individual written notification of the job classification to which the employee is assigned, the prevailing wage determined to be applicable to that classification, separated into the hourly rate of pay and the fringe payments, and the identity of the prevailing wage Coordinator appointed by the public authority. The contractor or subcontractor shall furnish the same notification to each affected employee every time the job classification of the employee is changed.” Work performed in connection with the installation of modular furniture may be subject to prevailing wage. THIS PACKET IS NOT TO BE SEPARATED BUT IS TO REMAIN COMPLETE AS IT IS SUBMITTED TO YOU. (Reference guidelines and forms are included in this packet to be helpful in the compliance of the Prevailing Wage law.) wh1500 http://198.234.41.198/w3/webwh.nsf/PWDetermination?openform[10/14/2013 3:48:52 PM] PAGE LEFT INTENTIONALLY BLANK PREVAILING WAGE CONTRACTOR RESPONSIBILITIES This is a summary of prevailing wage contractors’ responsibilities. For more detailed information, please refer to Chapter 4115 of the Ohio Revised Code General Information Ohio's prevailing wage laws apply to all public improvements financed in whole or in part by public funds when the total overall project cost is fairly estimated to be more than $200,000 for new construction or $60,000 for reconstruction, enlargement, alteration, repair, remodeling, renovation, or painting. a) b) The threshold for new construction will increase to $250,000 beginning September 29, 2013. The threshold for reconstruction will increase to $75,000 beginning September 29, 2013. Ohio's prevailing wage laws apply to all public improvements financed in whole or in part by public funds when the total overall project cost is fairly estimated to be more than $82,137 for new construction that involves roads, streets, alleys, sewers, ditches and other works connected to road or bridge construction or $24,609 for reconstruction, enlargement, alteration, repair, remodeling, renovation, or painting of a public improvement that involves roads, streets, alleys, sewers, ditches and other works connected to road or bridge construction. a) Thresholds are to be adjusted biennially by the Administrator of Ohio Department of Commerce, Division of Industrial Compliance, Bureau of Wage and Hour Administration b) Biennial adjustments to threshold levels are made according to the Price Deflator for Construction Index, United States Department of Commerce, Bureau of the Census*, but may not increase or decrease more than 3% for any year. (*Please note, in the absence of a published Price Deflator for Construction Index, the threshold adjustment is calculated using the Building Cost for Skilled Labor Index published by McGraw-Hill’s Engineering News-Record.) Penalties for violation Violators are to be assessed the wages owed, plus a penalty of 100% of the wages owed. Intentional Violations If an intentional violation is determined to have occurred, the contractor is prohibited from contracting directly or indirectly with any public authority for the construction of a public improvement. Intentional violation means "a willful, knowing, or deliberate disregard for any provision" of the prevailing wage law and includes but is not limited to the following actions: x Intentional failure to submit payroll reports as required, or knowingly submitting false or erroneous reports. x Intentional misclassification of employees for the purpose of reducing wages. x Intentional misclassification of employees as independent contractors or as apprentices. x Intentional failure to pay the prevailing wage. x Intentional failure to comply with the allowable ratio of apprentices to skilled workers as required by the regulations established by Ohio Department of Commerce, Division of Industrial Compliance, Bureau of Wage and Hour Administration. x Intentionally employing an officer, of a contractor or subcontractor, that is known to be prohibited from contracting, directly or indirectly, with a public authority. Bureau of Wage and Hour Administration 6606 Tussing Road PO Box 4009 Reynoldsburg, OH 43068-9009 U.S.A. An Equal Opportunity Employer and Service Provider 614 | 644 2239 Fax 614 | 728 8639 TTY/TDD 800 | 750 0750 www.com.ohio.gov Responsibilities A. Pay the prevailing rate of wages as shown in the wage rate schedules issued by the Ohio Department of Commerce, Division of Industrial Compliance, Bureau of Wage and Hour Administration, for the classification of work being performed. 1. Wage rate schedules include all modifications, corrections, escalations, or reductions to wage rates issued for the project. 2. Overtime must be paid at time and one-half the employee's base hourly rate. Fringe benefits are paid at straight time rate for all hours including overtime. 3. Prevailing wages must be paid in full without any deduction for food, lodging, transportation, use of tools, etc.; unless, the employee has voluntarily consented to these deductions in writing. The public authority and the Director of Ohio Department of Commerce, Division of Industrial Compliance, Bureau of Wage and Hour Administration - must approve these deductions as fair and reasonable. Consent and approval must be obtained before starting the project. B. Use of Apprentices and Helpers cannot exceed the ratios permitted in the wage rate schedules. 1. Apprentices must be registered with the U.S. Department of Labor Bureau of Apprenticeship and Training. 2. Contractors must provide the Prevailing Wage Coordinator a copy of the Apprenticeship Agreement for each apprentice on the project. C. Keep full and accurate payroll records available for inspection by any authorized representative of the Ohio Department of Commerce, Division of Industrial Compliance, Bureau of Wage and Hour Administration or the contracting public authority, including the Prevailing Wage Coordinator. Records should include but are not limited to: 1. Time cards, time sheets, daily work records, etc. 2. Payroll ledger\journals and canceled checks\check register. 3. Fringe benefit records must include program name, address, account number, and canceled checks. 4. Records made in connection with the public improvement must not be removed from the State for one year following the completion of the project. 5. Out-of-State Corporations must submit to the Ohio Secretary of State the full name and address of their Statutory Agent in Ohio. D. Prevailing Wage Rate Schedule must be posted on the job site where it is accessible to all employees. E. Prior to submitting the initial payroll report, supply the Prevailing Wage Coordinator with your project dates to schedule reporting of your payrolls. F. Supply the Prevailing Wage Coordinator a list of all subcontractors including the name, address, and telephone number for each. 1. Contractors are responsible for their subcontractors’ compliance with requirements of Chapter 4115 of the Ohio Revised Code. G. Before employees start work on the project, supply them with written notification of their job classification, prevailing wage rate, fringe benefit amounts, and the name of the Prevailing Wage Coordinator for the project. A copy of the completed signed notification should be submitted to the Prevailing Wage Coordinator. H. Supply all subcontractors with the Prevailing Wage Rates and changes. I. Submit certified payrolls within two (2) weeks after the initial pay period. Payrolls must include the following information: 1. Employees’ names, addresses, and social security numbers. (a) Corporate officers/owners/partners and any salaried personnel who do physical work on the project are considered employees. All rate and reporting requirements are applicable to these individuals. 2. Employees’ work classification. (a) Be specific about the laborers and/or operators (Group) (b) For all apprentices, show level/year and percent of journeyman’s rate 3. Hours worked on the project for each employee. (a) The number of hours worked in each day and the total number of hours worked each week. 4. Hourly rate for each employee. (a) The minimum rate paid must be the wage rate for the appropriate classification. The Department’s Wage Rate Schedule sets this rate. (b) All overtime worked is to be paid at time and one-half for all hours worked more than forty (40) per week. 5. Where fringes are paid into a bona fide plan instead of cash, list each benefit and amount per hour paid to program for each employee. (a) When the amount contributed to the fringe benefit plan and the total number of hours worked by the employee on all projects for the year are documented, the hourly amount is calculated by dividing the total contribution of the employer by the total number of hours worked by the employee. (b)When the amount contributed to the fringe benefit is documented but not the total hours worked, the hourly amount is calculated by dividing the total yearly contribution by 2080. 6. Gross amount earned on all projects during the pay period. 7. Total deductions from employee’s wages. 8. Net amount paid. J. The reports shall be certified by the contractor, subcontractor, or duly appointed agent stating that the payroll is correct and complete; and that the wage rates shown are not less than those required by the O.R.C. 4115. K. Provide a Final Affidavit to the Prevailing Wage Coordinator upon the completion of the project. PAGE LEFT INTENTIONALLY BLANK $15.85 Trainee $6.50 $6.50 $1.25 $5.30 H&W Pension $0.65 $0.65 App Tr. $0.00 $0.00 Vac. Irrevocable Fund $0.05 $0.05 $0.00 $0.00 $0.05 $0.05 $24.35 $37.05 Total PWR $32.27 $49.30 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ASHLAND, ASHTABULA*, ATHENS, AUGLAIZE, BROWN, BUTLER*, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GEAUGA, GREENE, GUERNSEY, HAMILTON, HARDIN, HARRISON, HIGHLAND, HOCKING, HOLMES, HURON, KNOX, LAKE, LICKING, LOGAN, LORAIN, MADISON, MAHONING, MARION, MEDINA, MIAMI, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PORTAGE, PREBLE, RICHLAND, ROSS, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VINTON, WARREN*, WAYNE $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852570FF00535D80?opendocument[8/9/2013 2:54:20 PM] Special Jurisdictional Note : Butler County:( townships of Fairfield,Hanover,Liberty,Milford,Morgan,Oxford,Ripley,Ross,StClair,Union & Wayne.) (Lemon & Madison) Warren County: (townships of: Deerfield, Hamilton, Harlan, Salem, Union & Washington). ( Clear Creek, 3 Journeymen to 1 Trainee Ratio : Special Calculation Note : $24.50 Asbestos Abatement Classification BHR Craft : Asbestos Worker Effective Date : 08/07/2013 Last Posted : 08/07/2013 Change # : LCN01-2013fbLoc207OH Name of Union: Asbestos Local 207 OH Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2013fbLoc207OH Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852570FF00535D80?opendocument[8/9/2013 2:54:20 PM] On all mechanical systems (pipes, boilers, ducts, flues, breaching, etc.) that are going to be demolished, the removal of all insulating materials whether they contain asbestos or not shall be the exclusive work of the Laborers. An Abatement Journeyman is anyone who has more than 300 hours in the Asbestos Abatement field. Details : Asbestos & lead paint abatement including,but not limited to the removal or encapsulation of asbestos & lead paint,all work in conjunction with the preparation of the removal of same & all work in conjunction with the clean up after said removal.The removal of all insulation materials, whether they contain asbestos or not, from mechanical systems (pipes, boilers, ducts, flues, breaching, etc.) is recognized as being the exclusive work of the Asbestos Abatement Workers. Franklin, Mossie, Turtle Creek & Wayney). Ashtabula County: (post offices & townships of Ashtabula, Austinburg, Geneva, Harperfield, Jefferson, Plymouth & Saybrook) (townships of Andover, Cherry Valley, Colbrook, Canneaut, Denmark, Dorset, East Orwell, Hartsgrove, Kingville, Lenox, Monroe,Morgan,New Lyme,North Kingsville, Orwell, Pierpoint, Richmond Rock Creek, Rome, Shefield, Trumbull, Wayne, Williamsfield & Windsor) Erie County:(post offices & townships of Berlin, Berlin Heights,Birmingham,Florence ,Huron, Milan, Shinrock & Vermilion) PW Rate Skilled LCN01-2013fbLoc207OH Page Total PWR Overtime Rate $17.90 $5.61 $1.28 $0.25 $0.00 $0.00 $0.15 $0.00 $0.00 $0.00 $0.00 $27.44 $25.19 $23.11 $37.52 $34.14 $31.34 $25.89 $54.39 $54.39 4th 6 months 85.00 80.00 http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257718005549F1?opendocument[10/15/2013 11:24:22 AM] Details : Special Jurisdictional Note : 4 Journeymen to 1 Apprentice Company Wide except no apprentice may work on the jobsite without a Mechanic Jurisdiction ( * denotes special jurisdictional note ): ATHENS, CRAWFORD, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GUERNSEY, HARDIN, HOCKING, KNOX, LICKING, MADISON, MARION, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, ROSS, UNION, VINTON $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $13.28 $13.28 $13.28 $13.28 $11.30 $11.30 $11.30 $11.30 $13.28 H&W Pension $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $2.85 $2.78 $2.70 $2.63 $2.55 $2.40 $2.25 $2.10 $3.00 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $56.72 $55.80 $54.88 $53.96 $51.06 $49.22 $47.38 $45.55 $58.55 $72.76 $71.41 $70.08 $68.73 $65.40 $62.72 $60.04 $57.37 $75.43 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ATHENS, BROWN, BUTLER, CHAMPAIGN, CLARK, CLERMONT, CLINTON, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GREENE, GUERNSEY, HAMILTON, HIGHLAND, HOCKING, JACKSON, LAWRENCE, LICKING, MADISON, MEIGS, MIAMI, MONTGOMERY, MORGAN, $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525762300555779?opendocument[7/19/2013 3:27:02 PM] 5 Journeymen to 1 Apprentice Ratio : Irrevocable Fund Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : Other is Supplemental Health and Welfare $32.08 $31.23 $30.39 $29.54 $28.70 $27.01 $25.32 75.00 2nd 6 months 3rd 6 months $23.64 70.03 Percent $33.76 BHR 1st 6 months Apprentice Boilermaker 95.03 $0.15 $0.00 $19.26 $40.62 $40.62 8th 6 months $0.00 $0.00 $0.00 $0.00 $0.00 92.50 $0.00 $0.15 $0.00 $0.00 $0.00 7th 6 months $0.25 $0.00 $0.15 $0.15 $0.15 Ratio : $1.28 $0.00 $0.00 $2.00 $2.00 90.03 $5.61 $0.25 $0.00 $0.00 $0.00 Classification 6th 6 months $20.15 $0.65 $0.25 $0.25 $0.25 Annuity Other LECET MISC (*) (*) Special Calculation Note : Other is Industry Fund & Labor/Management Fund 4th year $5.61 $0.00 $5.08 $5.08 Vac. 87.50 65.03 73.20 3rd year $16.45 $5.61 $5.61 $5.61 App Tr. Irrevocable Fund 5th 6 months 59.77 2nd year $13.25 Percent Apprentice 48.13 $27.53 Firestop Technician 1st year $27.53 Asbestos Insulation Mechanic Classification H&W Pension Fringe Benefit Payments Craft : Boilermaker Effective Date : 03/20/2013 Last Posted : 03/20/2013 BHR Craft : Asbestos Worker Effective Date : 10/09/2013 Last Posted : 10/09/2013 Name of Union: Boilermaker Local 105 Name of Union: Asbestos Local 50 Zone 1 Change # : LCN01-2013fbLoc 105 Prevailing Wage Rate Skilled Crafts Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2013fbLoc 105 Page Change # : LCN02-2013fbLoc50 PW Rate Skilled LCN02-2013fbLoc50 Page MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, PREBLE, ROSS, SCIOTO, VINTON, WARREN http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525762300555779?opendocument[7/19/2013 3:27:02 PM] Details : Special Jurisdictional Note : PW Rate Skilled LCN01-2013fbLoc 105 Page Name of Union: Boilermaker Local 105 Prevailing Wage Rate Skilled Crafts $26.45 75.02 80.00 85.02 87.52 90.03 92.50 95.00 2nd 6 months 3rd 6 months 4th 6 months 5th 6 months 6th 6 months 7th 6 months 8th 6 months $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $7.07 $13.28 $13.28 $13.28 $13.28 $11.30 $11.30 $11.30 $11.30 $13.28 H&W Pension $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 $0.89 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $2.85 $2.78 $2.70 $2.63 $2.55 $2.40 $2.25 $2.10 $3.00 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $58.14 $57.19 $56.23 $55.28 $52.34 $50.42 $48.51 $46.60 $60.05 $74.89 $73.49 $72.11 $70.71 $67.33 $64.52 $61.74 $58.95 $77.68 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ATHENS, BROWN, BUTLER, CHAMPAIGN, CLARK, CLERMONT, CLINTON, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GREENE, GUERNSEY, HAMILTON, HIGHLAND, HOCKING, JACKSON, LAWRENCE, LICKING, MADISON, MEIGS, MIAMI, MONTGOMERY, MORGAN, $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525762300555779?opendocument[10/15/2013 11:25:53 AM] 5 Journeymen to 1 Apprentice Ratio : Irrevocable Fund Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : Other is Supplemental Health and Welfare $33.50 $32.62 $31.74 $30.86 $29.98 $28.21 $24.69 Percent 70.03 Apprentice 1st 6 months $35.26 Boilermaker Classification BHR Craft : Boilermaker Effective Date : 10/01/2013 Last Posted : 09/25/2013 Change # : LCN02-2013fbLoc 105 PW Rate Skilled LCN02-2013fbLoc 105 Page MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, PREBLE, ROSS, SCIOTO, VINTON, WARREN http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525762300555779?opendocument[10/15/2013 11:25:53 AM] Details : Special Jurisdictional Note : PW Rate Skilled LCN02-2013fbLoc 105 Page 60.00 65.00 70.00 75.00 80.00 90.00 3rd 6 months 4th 6 months 5th 6 months 6th 6 months 7th 6 months 8th 6 months $23.17 $20.60 $19.31 $18.02 $16.74 $15.45 $14.16 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $4.80 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Irrevocable Fund $35.53 $32.95 $31.66 $30.37 $29.09 $27.80 $26.51 $25.23 $38.10 $38.10 $38.65 $38.65 $38.10 $38.10 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525773F00594DBB?opendocument[10/15/2013 1:00:57 PM] 55.00 Percent Apprentice 2nd 6 months $25.75 Pointer Caulker Cleaner $12.88 $25.75 Cement Mason 50.00 $6.00 $26.30 Gunnite Nozzleman 1st 6 months $6.00 $26.30 Refractory Specialist $6.00 $6.00 $25.75 $25.75 Bricklayer App Tr. Fringe Benefit Payments H&W Pension Block Layer Stone Mason Classification BHR Craft : Bricklayer Effective Date : 10/10/2012 Last Posted : 10/10/2012 Name of Union: Bricklayer Local 44 Prevailing Wage Rate Skilled Crafts Change # : LCN01-2012fbLoc44 PW Rate Skilled LCN01-2012fbLoc44 Page $47.11 $43.25 $41.32 $39.39 $37.46 $35.52 $33.59 $31.66 $50.97 $50.97 $51.80 $51.80 $50.97 $50.97 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): COSHOCTON, FAIRFIELD, GUERNSEY, HOCKING, KNOX, LICKING, MORGAN, MUSKINGUM, NOBLE*, PERRY http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525773F00594DBB?opendocument[10/15/2013 1:00:57 PM] Details : Special Jurisdictional Note : In Noble County the following townships are included: (Beaver, Buffalo, Wayne and Seneca) 1 Journeyman to 1 Apprentice 5 Journeyman to 1 Apprentice 10 Journeyman to 2 Apprentice 15 Journeyman to 3 Apprentice 20 Journeyman to 4 Apprentice Ratio : Special Calculation Note : Other is Medical Savings Account PW Rate Skilled LCN01-2012fbLoc44 Page Name of Union: Bricklayer Local 44 Tile Layer Prevailing Wage Rate Skilled Crafts 70.00 75.00 80.00 85.00 90.00 95.00 3rd 6 months 4th 6 months 5th 6 months 6th 6 months 7th 6 months 8th 6 months $24.22 $22.95 $21.67 $20.40 $19.12 $17.85 $16.57 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $4.55 $4.55 $4.55 $4.55 $4.55 $4.55 $4.55 $4.55 $4.55 $4.55 $4.55 H&W Pension $0.65 $0.65 $0.65 $0.65 $0.65 $0.65 $0.65 $0.65 $0.65 $0.65 $0.65 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Total PWR Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256F0B004A731A?opendocument[7/19/2013 3:27:32 PM] Ratio : Special Calculation Note : Other is: Medical Savings Account Classification title contains "Bricklayer" because contract originates within the Bricklayer Local. Note that the classification description is clarified after the local union number at the top of the page. 65.00 2nd 6 months Percent Apprentice $15.30 $25.50 Marble Mason 60.00 $25.50 Terrazzo Mechanic 1st 6 months $25.50 Bricklayer Tile Layer Classification BHR Craft : Bricklayer Effective Date : 06/22/2011 Last Posted : 06/22/2011 Change # : LCN01-2011jcLoc44 PW Rate Skilled LCN01-2011jcLoc44 Page COSHOCTON, FAIRFIELD, GUERNSEY, HOCKING, KNOX, LICKING, MORGAN, MUSKINGUM, NOBLE*, PERRY http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256F0B004A731A?opendocument[7/19/2013 3:27:32 PM] Details : Special Jurisdictional Note : In Noble County the following townships are included: (Beaver, Buffalo, Wayne and Seneca) 1 to 2 Journeyman to 1 Apprentice 3 to 4 Journeyman to 2 Apprentice 5 to 6 Journeyman to 2 Apprentice 7 to 10 Journeyman to 3 Apprentice PW Rate Skilled LCN01-2011jcLoc44 Page Name of Union: Bricklayer Local 55 Tile Setter Prevailing Wage Rate Skilled Crafts 75.00 80.00 85.00 90.00 3rd 6 months 4th 6 months 5th 6 months 6th 6 months $22.82 $21.56 $20.29 $19.02 $17.75 $6.21 $6.21 $6.21 $6.21 $6.21 $6.21 $6.21 $6.21 $6.21 $6.21 $5.05 $5.05 $5.05 $5.05 $0.00 $0.00 $5.05 $5.05 $5.05 $5.05 H&W Pension $0.52 $0.52 $0.52 $0.52 $0.52 $0.52 $0.52 $0.52 $0.52 $0.52 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $34.60 $33.34 $32.07 $30.80 $24.48 $21.95 $37.39 $37.14 $37.14 $37.14 Total PWR $46.02 $44.11 $42.21 $40.31 $33.36 $29.55 $50.20 $49.82 $49.82 $49.82 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852575C4004DE15E?opendocument[7/19/2013 3:27:50 PM] Ratio : Special Calculation Note : Classification title contains "Bricklayer" because contract originates within the Bricklayer Local. Note that the classification description is clarified after the local union number at the top of the page. 70.00 Percent Apprentice 2nd 6 months $25.61 Terrazzo Worker, Installation $15.22 $25.36 Terrazzo Worker 60.00 $25.36 Marble Mason 1st 6 months $25.36 Bricklayer Tile Setter Classification BHR Craft : Bricklayer Effective Date : 07/17/2013 Last Posted : 07/17/2013 Change # : LCN01-2013fbLoc55 PW Rate Skilled LCN01-2013fbLoc55 Page ATHENS, COSHOCTON, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GUERNSEY, HOCKING, JACKSON, KNOX, LICKING, MADISON, MEIGS, MORGAN, MUSKINGUM, NOBLE*, PERRY, PICKAWAY, PIKE, ROSS, UNION, VINTON, WASHINGTON http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852575C4004DE15E?opendocument[7/19/2013 3:27:50 PM] Details : Special Jurisdictional Note : Noble County: (Townships of Beaver, Buffalo, Seneca & Wayne) 1 - 3 Journeyman to 1 Apprentice 4 - 8 Journeyman to 2 Apprentice 9 - 13 Journeyman to 3 Apprentice 14 - 18 Journeyman to 4 Apprentice PW Rate Skilled LCN01-2013fbLoc55 Page Prevailing Wage Rate Skilled Crafts 75.00 80.00 85.00 90.00 40.00 3rd 6 months 4th 6 months 5th 6 months 6th 6 months Apprentice Improver $10.28 $23.14 $21.85 $20.57 $19.28 $18.00 $0.00 $1.79 $1.79 $1.79 $1.79 $1.79 $1.79 $1.79 $1.79 $1.79 $1.79 $0.00 $2.16 $2.16 $2.16 $2.16 $0.00 $0.00 $2.16 $2.16 $2.16 $2.16 H&W Pension $0.00 $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $10.28 $27.49 $26.20 $24.92 $23.63 $20.19 $17.62 $30.81 $30.61 $30.31 $30.06 Total PWR $15.43 $39.06 $37.13 $35.20 $33.27 $29.19 $25.33 $44.04 $43.74 $43.29 $42.92 Overtime Rate Jurisdiction ( * denotes special jurisdictional note http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852575C4004ED86C?opendocument[7/19/2013 3:28:04 PM] Ratio : Special Calculation Note : Classification title contains "Bricklayer" because contract originates within the Bricklayer Local. Note that the classification description is clarified after the local union number at the top of the page. 70.00 Percent Apprentice 2nd 6 months $26.46 Base Grinder $15.43 $26.26 Floor Grinder 60.00 $25.96 Terrazzo Finisher 1st 6 months $25.71 Bricklayer Tile Marble Finisher Classification BHR Craft : Bricklayer Effective Date : 07/17/2013 Last Posted : 07/17/2013 Change # : LCN01-2013fbLoc55 Name of Union: Bricklayer Local 55 Tile & Marble Finisher PW Rate Skilled LCN01-2013fbLoc55 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852575C4004ED86C?opendocument[7/19/2013 3:28:04 PM] 90.00 3rd year $13.90 $25.02 $19.46 $6.90 $6.90 $6.90 $6.90 $4.00 $4.00 $4.00 $4.00 H&W Pension $0.40 $0.40 $0.40 $0.40 App Tr. $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $36.32 $30.76 $25.20 $39.10 $48.83 $40.49 $32.15 $53.00 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, LUCAS, MADISON, MAHONING, MARION, MEDINA, $0.00 $0.00 $0.00 $0.00 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525709000576B31?opendocument[7/19/2013 3:30:40 PM] 3 Journeymen to 1 Apprentice 6 Journeymen to 2 Apprentice 9 Journeymen to 2 Apprentice 12 Journeymen to 4 Apprentice 15 Journeymen to 5 Apprentice Ratio : Irrevocable Fund Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : NOT FOR BUILDING CONSTRUCTION. 70.00 2nd year Percent 50.00 Apprentice 1st year $27.80 Cement Mason Bricklayer Sewer Water Treatment A Classification BHR Craft : Bricklayer Effective Date : 06/01/2013 Last Posted : 05/29/2013 Details : Name of Union: Cement Mason Bricklayer Local 97 HevHwy A Prevailing Wage Rate Skilled Crafts Change # : LCN01-2013fbHvyHwy ): ATHENS, BELMONT, COSHOCTON, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GUERNSEY, HOCKING, JACKSON, KNOX, LICKING, MADISON, MEIGS, MORGAN, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, ROSS, UNION, VINTON, WASHINGTON PW Rate Skilled LCN01-2013fbHvyHwy Page Special Jurisdictional Note : 1-2 Journeyman to 1 Apprentice 3-5Journeyman to 2 Apprentice PW Rate Skilled LCN01-2013fbLoc55 Page MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525709000576B31?opendocument[7/19/2013 3:30:40 PM] Details : (A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site Heavy Construction, Airport Construction Or Railroad Construction Work. (B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant, & Water Treatment Facilities, Construction. Special Jurisdictional Note : PW Rate Skilled LCN01-2013fbHvyHwy Page Prevailing Wage Rate Skilled Crafts 90.00 3rd year $14.40 $25.92 $20.16 $6.90 $6.90 $6.90 $6.90 $4.00 $4.00 $4.00 $4.00 H&W Pension $0.40 $0.40 $0.40 $0.40 App Tr. $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $37.22 $31.46 $25.70 $40.10 $50.18 $41.54 $32.90 $54.50 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, $0.00 $0.00 $0.00 $0.00 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577070068E248?opendocument[7/19/2013 3:30:53 PM] 3 Journeymen to 1 Apprentice 6 Journeymen to 2 Apprentice 9 Journeymen to 2 Apprentice 12 Journeymen to 4 Apprentice 15 Journeymen to 5 Apprentice Ratio : Irrevocable Fund Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : NOT FOR BUILDING CONSTRUCTION. 70.00 2nd year Percent 50.00 Apprentice 1st year $28.80 Cement Mason Bricklayer Power Plants Tunnels Amusement Parks B Classification BHR Craft : Bricklayer Effective Date : 06/01/2013 Last Posted : 05/29/2013 Change # : LCN01-2013fbHvyHwy Name of Union: Cement Mason Bricklayer Local 97 HevHwy B PW Rate Skilled LCN01-2013fbHvyHwy Page LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577070068E248?opendocument[7/19/2013 3:30:53 PM] Details : (A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site Heavy Construction, Airport Construction Or Railroad Construction Work. (B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant, & Water Treatment Facilities, Construction. Special Jurisdictional Note : PW Rate Skilled LCN01-2013fbHvyHwy Page $15.50 $0.00 $0.00 H&W Pension $0.00 App Tr. $0.00 Vac. Irrevocable Fund $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $15.50 Total PWR $23.25 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525701C005A64C4?opendocument[7/19/2013 3:28:24 PM] Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. Carpenter Window Shade Venetian Blinds Drapery Installer Classification BHR Craft : Carpenter Effective Date : 06/17/2010 Last Posted : 06/17/2010 Change # : LCN01-2010mmLoc509Int Systems Name of Union: Carpenter Local 509 NE District Interior Systems Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2010mmLoc509Int Systems Page PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525701C005A64C4?opendocument[7/19/2013 3:28:24 PM] Details : Special Jurisdictional Note : PW Rate Skilled LCN01-2010mmLoc509Int Systems Page Prevailing Wage Rate Skilled Crafts 70.00 75.00 80.00 85.00 90.00 95.00 3rd 6 months 4th 6 months 5th 6 months 6th 6 months 7th 6 months 8th 6 months $27.20 $25.77 $24.34 $22.90 $21.47 $20.04 $18.61 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $4.78 $4.78 $4.78 $4.78 $4.78 $4.78 $4.78 $4.78 $4.78 H&W Pension $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $4.75 $4.75 $4.75 $4.75 $4.75 $4.75 $4.75 $4.75 $4.75 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $57.24 $55.09 $52.94 $50.80 $48.65 $46.50 $44.35 $42.21 $59.39 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FRANKLIN, GUERNSEY, LICKING, MADISON, MARION, MORGAN, MUSKINGUM, NOBLE, PERRY, PICKAWAY, UNION $43.64 $42.21 $40.78 $39.34 $37.91 $36.48 $35.05 $33.62 $45.07 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525788100679261?opendocument[9/13/2013 1:44:18 PM] Special Jurisdictional Note : 3 Journeymen to 1 Apprentice Ratio : $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : $.10 Other is for Industry and Millwright Fund. 65.00 2nd 6 months $17.18 Percent 60.00 Apprentice 1st 6 months $28.63 Carpenter Millwright Classification BHR Craft : Carpenter Effective Date : 07/31/2013 Last Posted : 07/31/2013 Change # : LCN01-2013fbLoc1241 Name of Union: Carpenter Millwright Local 1241 SC District A-1 PW Rate Skilled LCN01-2013fbLoc1241 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525788100679261?opendocument[9/13/2013 1:44:18 PM] Details : PW Rate Skilled LCN01-2013fbLoc1241 Page $11.82 $15.80 $4.85 $4.85 $4.85 $1.00 $1.00 $1.00 H&W Pension $0.15 $0.15 $0.15 App Tr. $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $21.80 $17.82 $25.70 Total PWR $29.70 $23.73 $35.55 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577C90051DAF8?opendocument[10/15/2013 1:01:26 PM] 1 Journeymen to 1 Trainee Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 80.20 2nd Year Percent 60.00 Trainee 1st Year $19.70 Carpenter Classification BHR Craft : Carpenter Effective Date : 10/27/2010 Last Posted : 10/27/2010 Change # : LCN01-2010jcCarpNEStatewide Name of Union: Carpenter NE District Industrial Dock & Door Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2010jcCarpNEStatewide Page TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577C90051DAF8?opendocument[10/15/2013 1:01:26 PM] Details : 10/27/10 New Contract jc Special Jurisdictional Note : Industrial Dock and Door is the installation of overhead doors, roll up doors and dock leveling equipment PW Rate Skilled LCN01-2010jcCarpNEStatewide Page 62.00 65.00 67.95 70.95 73.90 76.90 79.85 82.80 2nd 6 Months 3rd 6 Months 4th 6 Months 5th 6 months 6th 6 Months 7th 6 Months 8th 6 Months 9th 6 months $13.25 $12.78 $12.30 $11.82 $11.35 $10.87 $10.40 $9.92 $9.50 $5.47 $5.47 $5.47 $5.47 $5.47 $5.47 $5.47 $5.47 $5.47 $5.47 $5.47 $1.00 $0.93 $0.90 $0.86 $0.83 $0.79 $0.00 $0.00 $0.00 $0.00 $1.00 H&W Pension $0.08 $0.08 $0.08 $0.08 $0.08 $0.08 $0.08 $0.08 $0.08 $0.08 $0.08 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $26.42 $25.64 $24.91 $24.15 $23.41 $22.65 $21.15 $20.43 $19.81 $19.80 $30.55 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, $19.80 $19.26 $18.75 $18.23 $17.73 $17.21 $15.95 $15.47 $15.05 $15.05 $22.55 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256CC3004E102B?opendocument[9/13/2013 1:44:51 PM] 1 Installer to 1 Trainee or 1 Helper Ratio : Special Calculation Note : Helper H&W after 90 days probationary period 59.40 1st 6 months Percent $9.50 Helper Installer Trainee $16.00 Carpenter Installers Classification BHR Craft : Carpenter Effective Date : 07/28/2010 Last Posted : 07/28/2010 Change # : LCR02-2010jcJurSTWIDEOfficeSystems Name of Union: Carpenter Statewide Office Systems Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCR02-2010jcJurSTWIDEOfficeSystems Page CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256CC3004E102B?opendocument[9/13/2013 1:44:51 PM] Details : Office systems is defined as modular systems with demountable units such as desks, partitions and shelving. All work in connection with the assembly, reconfiguration and repairof all work in the office system field. INSTALLER: is defined as a qualified office systems mechanic capable of laying out, estimating and installing various office system manufactured products. INSTALL TRAINEE: is defined as a person training in the estimating, layout and installation in all facets of the office systems industry. An installer trainee will work to assist an installer or lead installer in all installations. He is NOT permitted to work without the assistance of lead installer INSTALL HELPER: is defined as a person who assists in the delivery,staging and clean up of related office system work. He is NOT to be involved with the installation or layout of work related to office systems. Receiving,unloading,unpacking,& removal of rubbish shall be done by install helpers. Special Jurisdictional Note : PW Rate Skilled LCR02-2010jcJurSTWIDEOfficeSystems Page Prevailing Wage Rate Skilled Crafts $16.54 65.00 70.00 75.00 80.00 85.00 90.00 90.00 2nd 6 months 3rd 6 months 4th 6 months 5th 6 months 6th 6 months 7th 6 months 8th 6 months $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $4.11 $4.11 $3.88 $3.66 $0.85 $0.85 $0.85 $0.00 $4.57 $4.57 H&W Pension $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.90 $0.90 $0.80 $0.80 $0.70 $0.70 $0.60 $0.60 $1.00 $1.00 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $34.82 $34.82 $33.21 $31.72 $27.54 $26.27 $24.90 $22.77 $38.60 $37.92 Total PWR $46.26 $46.26 $44.03 $41.90 $37.08 $35.17 $33.16 $30.41 $51.66 $50.64 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FRANKLIN, GUERNSEY, LICKING, MADISON, MARION, MUSKINGUM, http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257881005F23B9?opendocument[7/25/2013 8:19:44 AM] 2 Journeyman to 1 Apprentice Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. $22.90 $22.90 $21.62 $20.35 $19.08 $17.81 $15.26 60.00 Percent 1st 6 months Apprentice paid at % of their rate above $25.44 $26.12 Carpenter Pile Driver Classification BHR Craft : Carpenter Effective Date : 07/24/2013 Last Posted : 07/24/2013 Change # : LCNO1-2013fbLoc200 Name of Union: Carpenter & Pile Driver Local 200 PW Rate Skilled LCNO1-2013fbLoc200 Page MORGAN, NOBLE, PERRY, PICKAWAY, UNION http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257881005F23B9?opendocument[7/25/2013 8:19:44 AM] Details : Special Jurisdictional Note : PW Rate Skilled LCNO1-2013fbLoc200 Page Prevailing Wage Rate Skilled Crafts 70.00 75.00 80.00 85.00 90.00 95.00 3rd 6 months 4th 6 months 5th 6 months 6th 6 months 7th 6 months 8th 6 months $26.54 $25.15 $23.75 $22.35 $20.96 $19.56 $18.16 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $6.45 $4.57 $4.57 $4.57 $4.57 $4.57 $4.57 $4.57 $4.57 $4.57 $4.57 H&W Pension $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $1.25 $1.25 $1.25 $1.25 $1.25 $1.25 $1.25 $1.25 $1.25 $1.25 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $39.27 $37.88 $36.48 $35.08 $33.69 $32.29 $30.89 $29.49 $40.67 $40.67 Total PWR $52.54 $50.45 $48.35 $46.26 $44.16 $42.07 $39.97 $37.88 $54.64 $54.64 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ATHENS, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GUERNSEY, HIGHLAND, HOCKING, JACKSON, LAWRENCE, LICKING, MADISON, MARION, MEIGS, MORGAN, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525701C0064C878?opendocument[8/5/2013 10:57:07 AM] 2 Journeyman to 1 Apprentice Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 65.00 2nd 6 months $16.76 Percent 60.00 Apprentice 1st 6 months $27.94 $27.94 Carpenter Piledriver Classification BHR Craft : Carpenter Effective Date : 07/31/2013 Last Posted : 07/31/2013 Change # : LCN01-2013fbLoc200 Name of Union: Carpenter & Piledriver SC District HevHwy PW Rate Skilled LCN01-2013fbLoc200 Page ROSS, SCIOTO, UNION, VINTON, WASHINGTON http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525701C0064C878?opendocument[8/5/2013 10:57:07 AM] Details : Special Jurisdictional Note : **Highway Construction, Airport Construction, Heavy Construction but not limited to: (Tunnels, subways, drainage projects, flood control, reservoirs). Railroad Construction, Sewer Waterworks & Utility Construction but not limited to: ( storm sewers, waterlines, gaslines). Industrial & Building site, Power Plant, Amusement Park, Athletic stadium site, Sewer and Water Plants. When the contractor furnishes the necessary underwater gear for the diver, the diver shall be paid one and one half (1 & 1/2) times the journeyman rate for the time spent in the water. PW Rate Skilled LCN01-2013fbLoc200 Page Prevailing Wage Rate Skilled Crafts 85.00 3rd yr $14.39 $20.38 $16.79 $6.55 $6.55 $6.55 $6.55 $3.50 $3.50 $3.50 $3.50 H&W Pension $0.50 $0.50 $0.50 $0.50 App Tr. $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $2.65 $2.65 $2.65 $2.65 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $33.58 $29.99 $27.59 $37.18 Total PWR $43.77 $38.38 $34.78 $49.17 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ASHLAND, COSHOCTON, CRAWFORD, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GUERNSEY, HOCKING, KNOX, LICKING, MADISON, MARION, MORROW, MUSKINGUM, PERRY, PICKAWAY, RICHLAND, ROSS, UNION, VINTON, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256EDD0069AC08?opendocument[8/9/2013 2:58:21 PM] Details : Working on swing stage, slip scaffold or window jack scaffold shall receive the following rates: $.50 above the regular rate for heights up to fifty (50) feet above grade level $1.00 above the regular rate for heights over fifty (50) feet above grade level Special Jurisdictional Note : 3 Journeymen to 1 Apprentice Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 70.00 2nd yr Percent 60.00 Apprentice 1st yr $23.98 Cement Mason Classification BHR Craft : Cement Effective Date : 08/07/2013 Last Posted : 08/07/2013 Change # : LCN01-2013fbLoc132 Name of Union: Cement Mason Local 132 (Columbus) PW Rate Skilled LCN01-2013fbLoc132 Page Prevailing Wage Rate Skilled Crafts 90.00 3rd Year $15.47 $23.20 $19.33 $6.69 $6.69 $6.69 $6.69 $5.00 $5.00 $5.00 $5.00 H&W Pension $0.50 $0.50 $0.50 $0.50 App Tr. $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $2.10 $2.10 $2.10 $2.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $37.49 $33.63 $29.76 $40.07 Total PWR $49.09 $43.29 $37.49 $52.96 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE, BELMONT, CARROLL, CHAMPAIGN, CLARK, CLINTON, COSHOCTON, CRAWFORD, DARKE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GREENE, GUERNSEY, HARDIN, HARRISON, HOCKING, HOLMES, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, MADISON, MARION, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, PREBLE, RICHLAND, SCIOTO, SHELBY, TUSCARAWAS, UNION, VAN WERT, VINTON, WASHINGTON, WAYNE, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256F2B0061B882?opendocument[7/25/2013 8:20:45 AM] Special Jurisdictional Note : 2 Journeymen to 1 Apprentice Company Wide Ratio : Special Calculation Note : Work performed in accordance with detail (B) please see Cement Mason HevHwy District 1 (B) wage sheet 75.00 2nd Year Percent 60.00 Apprentice 1st Year $25.78 Cement Mason (A) Classification BHR Craft : Cement Mason Effective Date : 07/24/2013 Last Posted : 07/24/2013 Change # : LCN01-2013fbHvyHwy Name of Union: Cement Mason Local 132 HvyHwy District III (A) PW Rate Skilled LCN01-2013fbHvyHwy Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256F2B0061B882?opendocument[7/25/2013 8:20:45 AM] Details : (A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site, Heavy Construction, Airport Construction Or Railroad Construction Work. (B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant, & Water Treatment Facilities, Construction. PW Rate Skilled LCN01-2013fbHvyHwy Page Prevailing Wage Rate Skilled Crafts 90.00 3rd Year $15.56 $23.35 $19.46 $6.69 $6.69 $6.69 $6.69 $5.00 $5.00 $5.00 $5.00 H&W Pension $0.50 $0.50 $0.50 $0.50 App Tr. $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $2.10 $2.10 $2.10 $2.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $37.64 $33.75 $29.85 $40.23 Total PWR $49.31 $43.47 $37.64 $53.20 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE, BELMONT, CARROLL, CHAMPAIGN, CLARK, CLINTON, COSHOCTON, CRAWFORD, DARKE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GREENE, GUERNSEY, HARDIN, HARRISON, HOCKING, HOLMES, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, MADISON, MARION, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, PREBLE, RICHLAND, ROSS, SCIOTO, SHELBY, TUSCARAWAS, UNION, VAN WERT, VINTON, WASHINGTON, WAYNE, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577540068B594?opendocument[7/25/2013 8:21:04 AM] Special Jurisdictional Note : 2 Journeymen to 1 Apprentice Company Wide Ratio : Special Calculation Note : Work performed in accordance with detail (A) please see Cement Mason HevHwy District 1 (A) wage sheet 75.00 2nd Year Percent 60.00 Apprentice 1st Year $25.94 Cement Mason (B) Classification BHR Craft : Cement Mason Effective Date : 07/24/2013 Last Posted : 07/24/2013 Change # : LCN01-2013fbHvyHwy Name of Union: Cement Mason Local 132 HvyHwy District III (B) PW Rate Skilled LCN01-2013fbHvyHwy Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852577540068B594?opendocument[7/25/2013 8:21:04 AM] Details : (A) Highway Construction, Sewer, Waterworks And Utility Construction, Industrial & Building Site, Heavy Construction, Airport Construction Or Railroad Construction Work. (B) Power Plant, Tunnels, Amusement Park, Athletic Stadium Site Work ,Pollution Control,Sewer Plant, Waste Plant, & Water Treatment Facilities, Construction. PW Rate Skilled LCN01-2013fbHvyHwy Page Name of Union: Painter Local 1275 Prevailing Wage Rate Skilled Crafts 60.00 65.00 70.03 75.00 85.00 90.03 2001-3000 3001-4000 4001-5000 5001-6000 6001-7000 7001-8000 $22.19 $20.95 $18.49 $17.26 $16.02 $14.79 $13.56 $12.33 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $0.07 $0.07 $0.07 $0.07 $0.07 $0.07 $0.07 $0.07 $5.54 $5.54 $5.54 H&W Pension $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $27.28 $26.04 $23.58 $22.35 $21.11 $19.88 $18.65 $17.41 $34.56 $35.21 $35.21 Total PWR Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, KNOX, LICKING, MADISON, MUSKINGUM, PERRY, PICKAWAY, ROSS, UNION http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257721006461B7?opendocument[8/15/2013 8:15:30 AM] Details : Special Jurisdictional Note : 1 Journeyman to 1 Apprentice Ratio : $38.38 $36.52 $32.82 $30.98 $29.12 $27.27 $25.43 $23.58 $46.56 $47.53 $47.53 Overtime Rate Special Calculation Note : APPRENTICES BASED ON % OF EACH CLASS ABOVE PLUS FULL FRINGES 55.00 Percent Apprentice 1001-2000 $24.00 Drywall Sanders 50.00 $24.65 Painter Taper 0-1000 $24.65 Painter Drywall Finisher Classification BHR Craft : Drywall Finisher Effective Date : 08/14/2013 Last Posted : 08/14/2013 Change # : LCR01-2013fbLoc1275 PW Rate Skilled LCR01-2013fbLoc1275 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257721006461B7?opendocument[8/15/2013 8:15:30 AM] PW Rate Skilled LCR01-2013fbLoc1275 Page $15.66 $19.93 Percent 2nd Level CE 1000112000 hours 3rd Level CE 1200114000 hours Apprentice $15.47 $12.66 $6.70 $6.70 $6.70 $4.47 $4.47 $4.47 $4.47 $4.47 $4.47 $4.47 $6.70 $6.70 $6.70 $2.35 $0.38 $0.34 $0.60 $0.47 $0.43 $0.38 $0.34 $0.30 $0.30 $5.04 $4.82 $4.61 H&W Pension $0.75 $0.75 $0.75 $0.64 $0.64 $0.64 $0.64 $0.64 $0.64 $0.64 $0.75 $0.75 $0.75 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $0.85 $0.85 $0.85 $0.60 $0.47 $0.43 $0.38 $0.34 $0.30 $0.30 $2.50 $2.50 $2.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $26.12 $21.34 $19.89 $26.24 $21.71 $20.20 $18.68 $17.18 $15.67 $15.67 $57.19 $49.93 $42.69 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525769600631557?opendocument[8/15/2013 8:12:45 AM] 55.00 $14.23 1st Level CE 800110000 hours 3rd period $12.81 4th period CW 60018000 hours $11.25 $11.39 3rd period CW 40016000 hours 45.00 $9.96 2nd period CW 20014000 hours 2nd period $9.96 1st period CW 0-2000 hours 40.00 $42.20 Over 100 feet 1st period $28.13 $35.16 Electrician 50 - 100 feet Classification BHR Craft : Electrical Effective Date : 08/14/2013 Last Posted : 08/14/2013 Irrevocable Fund Name of Union: Electrical Local 1105 Inside Prevailing Wage Rate Skilled Crafts Change # : LCN01-2013fbLoc1105 PW Rate Skilled LCN01-2013fbLoc1105 Page $33.86 $27.67 $25.52 $36.21 $29.54 $27.31 $25.08 $22.87 $20.65 $20.65 $78.29 $67.51 $56.76 Overtime Rate 70.00 80.00 5th period 6th period $22.50 $19.69 $18.28 $6.70 $6.70 $6.70 $3.87 $3.23 $2.81 $0.75 $0.75 $0.75 $0.85 $0.85 $0.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $34.67 $31.22 $29.39 $45.93 $41.07 $38.54 Jurisdiction ( * denotes special jurisdictional note ): COSHOCTON, GUERNSEY, KNOX*, LICKING, MUSKINGUM, PERRY, TUSCARAWAS* $0.00 $0.00 $0.00 http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525769600631557?opendocument[8/15/2013 8:12:45 AM] Details : The Construction Wireman/Construction Electrician Classifications are applicable to all work except industrial facilities, manufacturing facilities, colleges and universities within the geographical jurisdiction of Local Union No. 1105. Special Jurisdictional Note : In Knox County the following townships: Butler, Clay, College, Harrison, Hilliard, Jackson, Milford, Miller, Morgan and Pleasant. In Tuscarawas County the following townships: Auburn, Bucks, Clay, Jefferson, Oxford, Perry, Rush, Salem, Washington and York Journeyman, Max.# Apprentice, Max.# CW/CE, Total Workers 1, 2, 2, 5 2, 2, 2, 6 3, 2, 2, 7 4, 4, 4, 12 5, 4, 4, 13 6, 4, 4, 14 7, 6, 6, 19 8, 6, 6, 20 9, 6, 6, 21 10, 8, 6, 24 11, 8, 6, 25 12, 8, 6, 26 etc. Ratio : Special Calculation Note : 65.00 4rh period PW Rate Skilled LCN01-2013fbLoc1105 Page Prevailing Wage Rate Skilled Crafts Percent Apprentice Indentured AFTER January 1, 2005) $18.28 $15.47 $12.66 $6.70 $6.70 $6.70 $6.70 $4.47 $4.47 $4.47 $4.47 $4.47 $4.47 $4.47 $6.70 $6.70 $6.70 $2.81 $2.35 $0.38 $0.34 $0.30 $0.30 $0.34 $0.38 $0.43 $0.47 $0.60 $5.04 $4.82 $4.61 H&W Pension $0.75 $0.75 $0.75 $0.75 $0.64 $0.64 $0.64 $0.64 $0.64 $0.64 $0.64 $0.75 $0.75 $0.75 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.85 $0.85 $0.85 $0.85 $0.30 $0.30 $0.34 $0.38 $0.43 $0.47 $0.60 $2.50 $2.50 $2.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $29.39 $26.12 $21.34 $19.89 $15.77 $15.77 $17.28 $18.78 $20.30 $21.81 $26.34 $57.19 $49.93 $42.69 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257BC6006F4E7B?opendocument[8/15/2013 8:13:48 AM] 65.00 $9.96 Construction Wireman 1 4th period 3501- $9.96 Construction Wireman 2 55.00 $11.39 Construction Wireman 3 3rd period 20013500 hours $12.81 Construction Wireman 4 45.00 $14.23 Construction Electrician 1 2nd period 1001-2000 hours $15.66 Construction Electrician 2 $11.25 $19.93 Construction Electrician 3 40.00 $42.20 Over 100 feet 1st period 01000 hours $28.13 $35.16 Electrician 50 - 100 feet Classification BHR Craft : Electrical Effective Date : 08/14/2013 Last Posted : 08/14/2013 Change # : LCN02-2013fbLoc1105 Name of Union: Electrical Local 1105 Inside Lt Commercial South West PW Rate Skilled LCN02-2013fbLoc1105 Page $38.54 $33.86 $27.67 $25.52 $20.75 $20.75 $22.98 $25.18 $27.41 $29.64 $36.31 $78.29 $67.51 $56.76 Overtime Rate 80.00 6th period 65018000 hours $22.50 $19.69 $6.70 $6.70 $3.87 $3.23 $0.75 $0.75 $0.85 $0.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $34.67 $31.22 $45.93 $41.07 http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257BC6006F4E7B?opendocument[8/15/2013 8:13:48 AM] Details : The scope of work for the light commercial agreement shall apply to the following facilities not to exceed 200,000 square feet; office buildings, shopping centers, auto sales agencies and garages, churches, funeral homes, nursing homes, hotels, retail and wholesale facilities, small stand-alone manufacturing facilities when free standing and not part of a larger facility (not to exceed 50,000 square fee), solar projects (500 panels or less) unless otherwise covered under the agreement, lighting retrofits (when not associated with remodels involving branch re-circuiting) lighting retrofits shall be defined as the changing of lamps and ballasts in existing light fixtures and shall also include the one for one replacement of existing fixtures, warehouses, gas stations, food service centers, restaurants, entertainment facilities, hospitals, clinics, motels, residential buildings. Special Jurisdictional Note : In Knox County the following townships: Butler, Clay, College, Harrison, Hilliard, Jackson, Milford, Miller, Morgan and Pleasant. In Tuscarawas County the following townships: Auburn, Bucks, Clay, Jefferson, Oxford, Perry, Rush, Salem, Washington and York Jurisdiction ( * denotes special jurisdictional note ): COSHOCTON, GUERNSEY, KNOX*, LICKING, MUSKINGUM, PERRY, TUSCARAWAS* $0.00 $0.00 Construction Electrician and Construction Wireman Ratio There shall be a minimum ratio of one inside Journeyman to every (4) employees of different classification per jobsite. An inside Journeyman Wireman is required on the project as the fifth (5th) worker or when apprentices are used. Journeyman to Apprentice 1 Journeyman to 2 Apprentices 2 Journeyman to 2 Apprentices 3 Journeyman to 2 Apprentices 4 Journeyman to 4 Apprentices 5 Journeyman to 4 Apprentices 6 Journeyman to 4 Apprentices 7 Journeyman to 6 Apprentices 8 Journeyman to 6 Apprentices 9 Journeyman to 6 Apprentices 10 Journeyman to 8 Apprentices 11 Journeyman to 8 Apprentices 12 Journeyman to 8 Apprentices Ratio : Special Calculation Note : 70.00 5th period 50016500 hours 5000 hours PW Rate Skilled LCN02-2013fbLoc1105 Page $45.10 Mechanic in Charge 80.00 Assistant Mechanic $28.06 $32.07 $32.07 $11.88 $11.88 $11.88 $11.88 $11.88 $0.00 $11.88 $11.88 $11.88 $7.46 $7.46 $7.46 $7.46 $7.46 $0.00 $7.46 $7.46 $7.46 H&W Pension $0.60 $0.60 $0.60 $0.60 $0.60 $0.00 $0.60 $0.60 $0.60 App Tr. $0.98 $0.99 $0.86 $0.80 $0.70 $0.00 $1.39 $0.86 $1.23 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.78 $60.82 $56.34 $54.12 $49.70 $20.05 $75.29 $56.35 $69.72 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852566090063DF50?opendocument[7/19/2013 3:34:40 PM] Special Jurisdictional Note : 1 Journeyman to 1 Apprentice** 1 Journeyman to 1 Helper 1 Journeyman to 1 Assistant Mechanic Ratio : $5.25 $5.25 $5.25 $5.25 $5.25 $0.00 $5.25 $5.25 $5.25 Annuity Other LECET MISC (*) (*) Irrevocable Fund $76.82 $76.86 $70.37 $67.15 $60.72 $30.07 $97.84 $70.38 $89.76 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ATHENS, CHAMPAIGN, CLARK, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GUERNSEY, HOCKING, JACKSON, KNOX, LAWRENCE, LICKING, LOGAN, MADISON, MARION, MEIGS, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, ROSS, UNION, VINTON $2.54 $2.57 $2.23 $2.07 $1.76 $0.00 $3.61 $2.24 $3.21 Vac. Fringe Benefit Payments Special Calculation Note : Other is for Holiday Pay 70.00 80.00 3rd year 4th year $26.06 $22.05 55.00 65.00 1st year $20.05 50.00 2nd year Probationary Apprentice Percent $28.06 Helper Apprentice $40.09 Elevator Mechanic Classification BHR Craft : Elevator Effective Date : 02/06/2013 Last Posted : 02/06/2013 Name of Union: Elevator Local 37 Prevailing Wage Rate Skilled Crafts Change # : LCR01-2013fbLoc37 PW Rate Skilled LCR01-2013fbLoc37 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852566090063DF50?opendocument[7/19/2013 3:34:40 PM] Details : **Art. 10 Par. 2 Apprentice Work Qualifications: Par 2- The total number of Helpers and Apprentices employed shall not exceed the number of Mechanics on any one job, except on jobs where two teams or more are working, one extra Helper or Apprentice may be employed for the first two teams and an extra Helper or Apprentice for each additional three teams. Further, the Company may use as many Helpers and Apprentices as best suits his convenience under the direction of a Mechanic in wrecking old plants and in handling and hoisting material, and on foundation work. When removing old and installing new cable on existing elevator installations, the Company may use two Helpers or Apprentices to one Mechanic. PW Rate Skilled LCR01-2013fbLoc37 Page 80.00 85.00 7th 1000 hrs 8th 1000 hrs $11.30 $19.21 $18.08 $16.95 $15.82 $14.69 $13.56 $12.43 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $4.05 $4.05 $4.05 $4.05 $0.34 $0.34 $0.34 $0.34 $2.00 $6.75 H&W Pension $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $27.53 $26.40 $25.27 $24.14 $19.30 $18.17 $17.04 $15.91 $24.35 $33.62 Total PWR $37.14 $35.44 $33.75 $32.05 $26.65 $24.95 $23.26 $21.56 $33.39 $44.92 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FAYETTE*, FRANKLIN, JACKSON, LICKING, MADISON, MUSKINGUM, PERRY, PICKAWAY, PIKE, ROSS, UNION http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579C70065E627?opendocument[7/19/2013 3:34:54 PM] Special Jurisdictional Note : Fayette County except the eastern portion with Route #141 being the dividing line. 1 Journeyman to 1 Apprentice Ratio : Special Calculation Note : All Glazing work within the jurisdiction of Glaziers Local Union 372 with a glazing bid value of less than $200,000 can be bid at the labor rate listed below (80% of current "11-01-2010" collectively bargained journeyman rate) with fringe benefits contribution rates listed below to be paid to the appropriate funds and in the manner described in the current Collective Bargaining Agreement. 70.00 75.00 5th 1000 hrs 6th 1000 hrs 60.00 65.00 3rd 1000 hrs 4th 1000 hrs 55.00 2nd 1000 hrs Percent 50.00 Apprentice 1st 1000 hrs $22.60 $18.08 Glazier Glazier Market Recovery*See Note Classification BHR Craft : Glazier Effective Date : 04/25/2012 Last Posted : 04/25/2012 Name of Union: Glazier Local 372 Prevailing Wage Rate Skilled Crafts Change # : LCR2-2012jcLoc372 PW Rate Skilled LCR2-2012jcLoc372 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579C70065E627?opendocument[7/19/2013 3:34:54 PM] Details : A premium of one dollar ($1.00) per hour above regular hourly rate of pay shall be paid for each hour worked by every employee from any mechanical lift or scaffold,either suspended or supported, including the Hex type scaffolding. PW Rate Skilled LCR2-2012jcLoc372 Page 60.00 65.00 70.00 75.00 80.00 85.00 3rd 1000 hrs 4th 1000 hrs 5th 1000 hrs 6th 1000 hrs 7th 1000 hrs 8th 1000 hrs $20.06 $18.88 $17.70 $16.52 $15.34 $14.16 $12.98 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $3.91 $4.05 $4.05 $4.05 $4.05 $0.34 $0.34 $0.34 $0.34 $2.00 $6.75 H&W Pension $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 $0.36 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $28.38 $27.20 $26.02 $24.84 $19.95 $18.77 $17.59 $16.41 $24.35 $34.62 Total PWR $38.41 $36.64 $34.87 $33.10 $27.62 $25.85 $24.08 $22.31 $33.39 $46.42 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FAYETTE*, FRANKLIN, HOCKING, JACKSON, LICKING, MADISON, MUSKINGUM, PERRY, PICKAWAY, PIKE, ROSS, UNION, VINTON http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256D79006F7AE5?opendocument[7/19/2013 3:35:07 PM] 1 Journeyman to 1 Apprentice Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 55.00 2nd 1000 hrs $11.80 Percent 50.00 Apprentice 1st 1000 hrs $23.60 $18.08 Glazier Galzier Market Classification BHR Craft : Glazier Effective Date : 02/13/2013 Last Posted : 02/13/2013 Name of Union: Glazier Local 372 Prevailing Wage Rate Skilled Crafts Change # : LCN01-2013fbLoc372 PW Rate Skilled LCN01-2013fbLoc372 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256D79006F7AE5?opendocument[7/19/2013 3:35:07 PM] Details : A premium of one dollar ($1.00) per hour above regular hourly rate of pay shall be paid for each hour worked by every employee from any mechanical lift or scaffold,either suspended or supported including the Hex type scaffolding. Special Jurisdictional Note : Fayette Countyexcept the eastern portion with Route #141 being the dividing line. PW Rate Skilled LCN01-2013fbLoc372 Page Name of Union: Ironworker Local 172 Prevailing Wage Rate Skilled Crafts 70.00 75.00 80.00 85.00 90.00 2nd YEAR 13 - 18 Months 2nd YEAR 19 - 24 Months 3rd YEAR 25 - 30 Months 3rd YEAR 31 - 36 Months 4th YEAR 37 - 42 Months $24.90 $23.52 $22.14 $20.75 $19.37 $17.99 $6.20 $6.20 $6.20 $6.20 $6.20 $6.20 $6.20 $6.20 $6.20 $8.60 $8.60 $8.60 $8.60 $8.60 $8.60 $8.60 $8.30 $8.60 H&W Pension $0.34 $0.34 $0.34 $0.34 $0.34 $0.34 $0.34 $0.34 $0.34 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $2.55 $2.55 $2.55 $2.55 $2.55 $2.55 $2.55 $2.55 $2.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $42.59 $41.21 $39.83 $38.44 $37.06 $35.68 $34.29 $44.36 $45.36 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257878005C076E?opendocument[10/15/2013 1:05:01 PM] 65.00 1st YEAR 7 - 12 Months $16.60 Percent 60.00 Apprentice 1st YEAR 0-6 Months $27.67 $26.97 Ironworker Rigger Welder Reinforcing Sheeter Fence Erector Machinery Mover Classification BHR Craft : Ironworker Effective Date : 09/25/2013 Last Posted : 09/25/2013 Change # : LCN01-2012fbLoc172 PW Rate Skilled LCN01-2012fbLoc172 Page $55.04 $52.97 $50.89 $48.82 $46.74 $44.67 $42.59 $57.85 $59.20 Overtime Rate 95.00 $26.29 $6.20 $8.60 $0.34 $2.55 $0.00 $0.00 $0.00 $43.98 $57.12 Jurisdiction ( * denotes special jurisdictional note ): CHAMPAIGN*, CLARK, CRAWFORD*, DELAWARE, FAIRFIELD, FAYETTE*, FRANKLIN, HARDIN*, HIGHLAND*, HOCKING, JACKSON*, KNOX, LICKING, LOGAN*, MADISON*, MARION, MORROW, MUSKINGUM*, PERRY, PICKAWAY, PIKE, ROSS, UNION, VINTON, WYANDOT* $0.00 http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257878005C076E?opendocument[10/15/2013 1:05:01 PM] Details : Hot Pay $1.00 above the journeymen rate: defined as a work area in which the temperature is in excess of 150 degrees F due to the presence of a furnace, smelter, incinerator, or other equipment that emits extreme heat. Special Jurisdictional Note : Champaign County Twps included: Wayne, Rush, Goshen. Crawford County Twps included: Bucyrus, Dallas, Jefferson, Jackson, Whetstone, Polk, Sandusky. Fayette County Twps included: Paint, Marion, Perry, Madison, Wayne, Union. Hardin County Twps included: McDonald, Taylorcreek, Hale, Dudley, Pleasant, Goshen, Blanchard, Lynn, Jackson, Buck, Cessna, Marion, Washington. Highland County Twps included: Madison. Jackson County Twps included: Liberty, Washington, Milton, Jackson, Coal, Wilkesville. Logan County Twps included: Monroe, Zane, Jefferson, Perry, Rush Creek, Bokes Creek. Madison County Twps included: Range, Paint, Fairfield, Sommerford, Jefferson, Pike, Canaan, Pleasant, Oak Run, Union, Deer Creek, Monroe, Darby. Pike County Twps included: Perry, Benton, Mifflin, Sunfish, Newton, Prebble, Pee Pee, Seal, Beaver, Jackson. Wyandot County Twps included: Jackson, Marseilles, Mifflin, Pitt, Antrim. Muskingum County includes:Jackson,Licking,Hope Well, Newton, Clay, Cass, Muskingum falls,Springfield,Madison,Washington,Wayne,Brush Creek. Finishing, Steel Sash, Stairway and Ornamental 1 Journeymen to 1 Apprentice Sheet Gang 1 Apprentice for every sheeting gang per project Rod Work 3 Journeymen to 1 Apprentice Structural Work 4 Journeymen to 1 Apprentice Ratio : Special Calculation Note : Impact Fund:Training 4th Year 43 - 48 Months PW Rate Skilled LCN01-2012fbLoc172 Page 80.00 90.00 100.00 2001-3000 hrs 3001-4000 hrs More than 4000 hrs $13.58 $22.63 $20.37 $18.10 $15.84 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 H&W Pension $0.30 $0.30 $0.30 $0.30 $0.30 $0.30 $0.30 $0.30 $0.30 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $32.43 $30.17 $27.90 $25.64 $23.38 $33.36 $33.05 $32.74 $32.43 Total PWR $43.75 $40.35 $36.96 $33.56 $30.17 $45.14 $44.67 $44.21 $43.75 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): FAIRFIELD, FAYETTE, FRANKLIN, HOCKING, LICKING, MADISON, PICKAWAY, UNION http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257731005CA772?opendocument[7/19/2013 3:35:59 PM] Details : Group 1: General Laborers, Carpenter Tender, Cathodic Protection, Cleaning Debris, Cleaning of all Material, General Clean-up including Vacuum Cleaning, Scraping and Cleaning of Walls and Floors, Landscape, Installation and Removal of Special Jurisdictional Note : 1 Journeymen to 1 Apprentice 4 Journeymen to 1 Apprentice Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 70.00 1001-2000 hrs Percent Apprentice 60.00 $23.56 Group 4 0-1000 hrs $22.94 $23.25 Group 2 Group 3 $22.63 Laborer Group 1 Classification BHR Craft : Laborer Effective Date : 06/05/2013 Last Posted : 06/05/2013 Name of Union: Labor Local 423 Prevailing Wage Rate Skilled Crafts Change # : LCN01-2013fbLoc423 PW Rate Skilled LCN01-2013fbLoc423 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257731005CA772?opendocument[7/19/2013 3:35:59 PM] Hazardous Waste Removal & Lead Abatement Workers: Exclusive or "Hot" area with toxic or hazardous materials, when one of the following personal protective equipment ensembles will be required for necessary protection against toxic contaminants. All of the ensembles increase the risks of certain types of worker-related injuries. When Laborers complement another craft receiving premium rate of pay Laborers will also receive premium pay for this "HOT" type of work. Group 4 Hazardous Waste (Level D) requiring the following protective equipment must be paid at Group 4 rate, Protective equipment is required when the area has been known to contain extremely toxic contaminants or contaminants unknown but may be expected to be extremely toxic and /or Immediately Dangerous to Life and Health (IDLH). This ensemble includes fully encapsulated chemical suit (moon suit), Self Contained Breathing Apparatus (SCBA), or Airline Fed Respirator, and various types and numbers of boots and gloves, cool vests and voice activated radios are optional equipment sometimes worn. Level D ensembles provide the highest level of protection from contaminants but places the greatest physical and mental stress on the worker. The claustrophobic environment of the moon suit causes anxiety in most people, which greatly increases the already inherent heat stress problems. Also, this ensemble reduces vision, mobility, dexterity, and communication capacity, all of which increases the risk of normal job related injuries, ie., slips ,falls, caught between, etc . Hazardous Pay of $0.25 per hour shall be paid in addition to classifications shown above Swing Scaffolds (suspended by rope or pulley), and swing scaffolds for grain storage tank or grain elevators, when the work is performed at a height of fifty (50) feet or more above the foundations or grade level, whichever is higher. Caisson work and tunnel work (depth being 15 feet or deeper) Group 3 Hazardous (Level C:) Any work requiring the following protective equipment must be paid at Group 3 rate, A chemically resistant splash suit and a (SCBA) or Airline Respirator. This ensemble is required when the situation is very hazardous, such as oxygen deficient atmospheres, IDLH atmospheres, or confined space entries, but the risk of skin exposure is not as great as in Level D situations. Then Level C ensemble gives the second highest level of protection, but also puts physical stress on the worker; primarily heat stress, reduced vision,dexterity and mobility directly attributable to wearing of the protective equipment. Therefore, in addition to the hazardous material, the hazard of the normal job related injuries is greatly increased. Hazardous Waste (Level B): Any work requiring the following protective equipment must be paid at Group 2 rate, A protective suit and an Air Purifying Respirator (APR) with the appropriate filter canisters. The ensemble is used when contaminants are reliably known not to be hazardous to the skin and not IDLH (Immediately Dangerous To Life or Health) and correct filter protection is available. This ensemble offers adequate protection for many jobs. Heat stress may be a problem due to inherent restrictions to breathing in an APR. Also, normal job related injury risk will be nearly as high as for Level C Equipment. Group 2: Skid Steer, Concrete Specialists, Brick Tender, Stone Mason Tender, Plaster Tender, Mortar Mixer and Operator, Cement Mason Tender, Construction Specialist, All Scaffold Builders (Swinging Scaffolds), Lagging, Bush Hammering,Jack Hammer Operator, Air or Electric Pneumatic Tool Operator, Power Driven Tools, Power Buggy Operators, Pouring and Placement of all concrete, Fork Lift Operators, Power Wheelbarrow Operators, Asphalt and Blacktop Rakers, Wrecker/Demolition, Sand Blasting and Chipping, Welders on Demolition, Grade Checkers, a person on a bucket pouring concrete, Gunite Nozzle man, Wagon and Churn Drill Operator, Concrete Saw Operator, Brush Feeders on pulverizers, Pipe Layers, Bottom Man, Laser Gun, Burners, Sand Blasting of concrete, Vibrator Man, Steward, Signal Man, Caisson, Caisson Bottom Man, Piledrivers, Asbestos and Lead Abatement Laborers. Fencing, Sod Layers, All Portable Heaters, Flagman, Loading and Unloading of all Trucks, Handling and conveying all Materials, Washing of all Windows, Conveyer Belt, All Water Pumps up to and including three (3) inch intake, Watchman, Water Boy and Tool Room Attendant. PW Rate Skilled LCN01-2013fbLoc423 Page 80.00 90.00 100.00 2001-3000 hrs 3001-4000 hrs More than 4000 hrs $16.03 $26.72 $24.05 $21.38 $18.70 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $6.40 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 $3.00 H&W Pension $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $36.57 $33.90 $31.23 $28.55 $25.88 $29.30 $37.52 $37.07 $36.74 $36.57 $49.93 $45.92 $41.91 $37.91 $33.90 $39.03 $51.36 $50.68 $50.19 $49.93 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, DARKE, DEFIANCE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579C10069857F?opendocument[7/19/2013 3:35:42 PM] 1 Journeymen to 1 Apprentice 4 Journeymen to 1 Apprentice thereafter Ratio : Irrevocable Fund Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : Watchmen have no Apprentices 70.00 1001-2000 hrs Percent 60.00 Apprentice 0-1000 hrs $27.67 $19.45 Group 4 Watch Person $26.89 $27.22 Group 2 Group 3 $26.72 Laborer Group 1 Classification BHR Craft : Laborer Group 1 Effective Date : 05/08/2013 Last Posted : 05/08/2013 Change # : LCN01-2013jcLocalHevHwy3 Name of Union: Labor HevHwy 3 Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2013jcLocalHevHwy3 Page HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, MADISON, MARION, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, PAULDING, PERRY, PICKAWAY, PIKE, PREBLE, PUTNAM, RICHLAND, ROSS, SCIOTO, SENECA, SHELBY, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579C10069857F?opendocument[7/19/2013 3:35:42 PM] Group 4 Miner, Welder, Gunnite Nozzle Person Group 3 Blast and Powder Person, Muckers (with miners), Wrencher (mechanical joints & utility pipeline), Yarner, Top Lander, Hazardous Waste (level A), Concrete Specialist, Curb Setter and Cutter, Concrete Crew in Tunnels. Utility pipeline Tappers, Waterline, Caulker, Signal Person, Grade Checker Group 2 Asphalt Raker, Screwman or Paver, Concrete Puddler, Kettle Man (pipeline), All Machine-Driven Tools (Gas, Electric, Air), Mason Tender, Brick Paver, Mortar Mixer, Skid Steer, Sheeting & Shoring Person, Surface Grinder Person, Screedperson, Water Blast, Hand Held Wand, Power Buggy or Power Wheelbarrow, Paint Striper, Plastic fusing Machine Operator, Rodding Machine Operator, Pug Mill Operator, Operator of All Vacuum Devices Wet or Dry, Handling of all Pumps 4 inches and under (gas, air or electric), Bottom Person, Welder Helper (pipeline), Concrete Saw Person, Cutting with Burning Torch, Pipe Layer, Hand Spiker (railroad), Underground Person (working in sewer and waterline, cleaning, repairing and reconditioning). Tunnel Laborer (without air), Caisson, Cofferdam (below 25 feet deep), Air Track and Wagon Drill, Sandblaster Nozzle Person, Hazardous Waste (level B), Lead Abatement, Hazardous Waste (level C) Details : Group 1 Laborer (Construction); Plant Laborer or Yardman, Right-of-way Laborer, Landscape Laborer, Highway Lighting Worker, Signalization Worker (Swimming) Pool Construction Laborer, Utility Man, Bridge Man, Handyman, Joint Setter, Flagperson, Carpenter Helper, Waterproofing Laborer, Slurry Seal, Seal Coating, Surface Treatment or Road Mix Laborer, Riprap Laborer & Grouter, Asphalt Laborer, Dump Man (batch trucks), Guardrail & Fence Installer, Mesh Handler & Placer, Concrete Curing Applicator, Scaffold Erector, Sign Installer, Hazardous Waste (level D), Diver Helper, Zone Person and Traffic Control. Special Jurisdictional Note : Hod Carriers and Common Laborers - Heavy, Highway, Sewer, Waterworks, Utility, Airport, Railroad, Industrial and Building Site, Sewer Plant, Waste Water Treatment Facilities Construction PW Rate Skilled LCN01-2013jcLocalHevHwy3 Page Prevailing Wage Rate Skilled Crafts $5.00 $5.00 $24.13 $18.65 $20.51 $20.51 $24.25 $29.77 $26.95 $24.13 $37.30 Operator C Groundman 0-12 months Exp Groundman 0-12 months Exp w/CDL Groundman 1 yr or more Groundman 1 yr or more w/CDL Equipment Mechanic A Equipment Mechanic B Equipment Mechanic C X-Ray Technician $5.00 $1.12 $0.72 $0.81 $0.89 $0.73 $0.62 $0.62 $0.56 $0.72 $0.89 $1.01 $1.12 $1.12 $1.12 $0.37 $0.24 $0.27 $0.30 $0.24 $0.21 $0.21 $0.19 $0.24 $0.30 $0.34 $0.37 $0.37 $0.37 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $7.46 $4.83 $5.39 $5.95 $4.85 $4.10 $4.10 $3.73 $4.83 $5.95 $6.71 $7.46 $7.46 $7.46 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Irrevocable Fund $51.40 $35.07 $38.57 $42.06 $35.22 $30.59 $30.59 $28.28 $35.07 $42.06 $46.74 $51.40 $51.40 $51.40 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257745004D91C8?opendocument[7/19/2013 3:33:58 PM] $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $33.53 $5.00 $29.77 $37.30 Certified Cable Splicer $5.00 Operator A $37.30 Certified Lineman Welder $5.00 App Tr. Fringe Benefit Payments H&W Pension Operator B $37.30 Electrical Lineman Classification BHR Craft : Lineman Effective Date : 01/16/2013 Last Posted : 01/16/2013 Change # : LCN01-2013fbLoc7 Name of Union: Electrical Local 71 High Tension Pipe Type Cable PW Rate Skilled LCN01-2013fbLoc7 Page $70.05 $47.14 $52.05 $56.95 $47.35 $40.85 $40.85 $37.60 $47.14 $56.95 $63.51 $70.05 $70.05 $70.05 Overtime Rate 90.00 85.01 80.00 75.01 $33.57 $31.71 $29.84 $27.98 $26.11 $24.25 $22.38 Percent $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $1.01 $0.95 $0.90 $0.84 $0.78 $0.73 $0.67 $0.34 $0.32 $0.30 $0.28 $0.26 $0.24 $0.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $6.71 $6.34 $5.97 $5.60 $5.22 $4.85 $4.48 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $46.78 $44.47 $42.16 $39.85 $37.52 $35.22 $32.90 $63.57 $60.32 $57.08 $53.84 $50.57 $47.34 $44.09 Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HARRISON, HIGHLAND, HOCKING, HOLMES, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, RICHLAND, ROSS, SCIOTO, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VINTON, WARREN, WASHINGTON, WAYNE http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257745004D91C8?opendocument[7/19/2013 3:33:58 PM] 1 Journeyman to 1 Apprentice Ratio : *All Operators of cranes 45 ton or larger shall be paid the journeyman rate of pay. $0.15 is for Health Retirement Account. Operator "C" Trench, Backhoe, Riding type vibratory Compactor, Ground Rod Driver, Boom Truck (6 ton & below), Skid Steer Loaders, Material Handler. Operator "B" Cranes (greater than 6 tons and up to 25 tons), Backhoes, Road Tractor, Dozer up to D-5, Pressure Diggerwheeled or tracked, all Tension wire Stringing equipment. Special Calculation Note : Operator "A" John Henry Rock Drill, D-6 (or equivalent) and above, Trackhoe Digger, (320 Track excavator), Cranes (greater then 25 tons and less than 45 tons). 7th 1000 hrs 6th 1000 hrs 5th 1000 hrs 4th 1000 hrs 70.00 65.01 2nd 1000 hrs 3rd 1000 hrs 60.00 1st 1000 hrs Apprentice PW Rate Skilled LCN01-2013fbLoc7 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257745004D91C8?opendocument[7/19/2013 3:33:58 PM] Details : Heli - Arc Welding will be paid $.30 above Journeyman rate. Additional compensation of 10% over the Journeyman Lineman and Journeyman Technician for performing work on structures outside of buildings such as water towers, smoke stacks, radio and television towers, more than 75' above the ground. Special Jurisdictional Note : PW Rate Skilled LCN01-2013fbLoc7 Page Prevailing Wage Rate Skilled Crafts $5.00 $5.00 $37.02 $31.82 $28.22 Cable Splicer Operator A Operator B $5.00 $5.00 $19.46 $19.46 $23.00 $28.23 $25.55 $22.86 $25.18 Percent Groundman 0-12 months Exp w/CDL Groundman 1 yr or more Groundman 1 yr or more w/CDL Equipment Mechanic A Equipment Mechanic B Equipment Mechanic C Line Truck w/uuger Apprentice $0.76 $0.69 $0.77 $0.85 $0.69 $0.58 $0.58 $0.53 $0.69 $0.85 $0.95 $1.11 $1.06 $1.06 $0.25 $0.23 $0.26 $0.28 $0.23 $0.19 $0.19 $0.18 $0.23 $0.28 $0.32 $0.37 $0.35 $0.35 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $5.04 $4.57 $5.11 $5.65 $4.60 $3.89 $3.89 $3.54 $4.57 $5.64 $6.36 $7.40 $7.08 $7.08 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Irrevocable Fund $36.38 $33.50 $36.84 $40.16 $33.67 $29.27 $29.27 $27.09 $33.50 $40.14 $44.60 $51.05 $49.02 $49.02 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573600050A24D?opendocument[7/19/2013 3:34:13 PM] $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $22.86 $17.69 Operator C Groundman 0-12 months Exp $5.00 $5.00 $5.00 $35.38 Substation Technician $5.00 $35.38 App Tr. Fringe Benefit Payments H&W Pension Electrical Lineman Classification BHR Craft : Lineman Effective Date : 01/16/2013 Last Posted : 01/16/2013 Change # : LCN01-2013fbLoc7 Name of Union: Electrical Local 71 Outside Utility Power PW Rate Skilled LCN01-2013fbLoc7 Page $48.97 $44.93 $49.62 $54.28 $45.17 $39.00 $39.00 $35.94 $44.93 $54.25 $60.51 $69.56 $66.71 $66.71 Overtime Rate 65.00 70.00 75.00 80.00 85.00 90.00 2nd 1000 hrs 3rd 1000 hrs 4th 1000 hrs 5th 1000 hrs 6th 1000 hrs 7th 1000 hrs $31.84 $30.07 $28.30 $26.54 $24.77 $23.00 $21.23 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $0.96 $0.90 $0.85 $0.80 $0.74 $0.69 $0.63 $0.32 $0.30 $0.28 $0.27 $0.25 $0.23 $0.21 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $6.37 $6.01 $5.66 $5.31 $4.95 $4.60 $4.25 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.15 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $44.64 $42.43 $40.24 $38.07 $35.86 $33.67 $31.47 $60.56 $57.47 $54.40 $51.33 $48.24 $45.17 $42.08 Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, CUYAHOGA, DARKE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GEAUGA, GREENE, GUERNSEY, HAMILTON, HARRISON, HIGHLAND, HOCKING, HOLMES, JACKSON, JEFFERSON, KNOX, LAKE, LAWRENCE, LICKING, LOGAN, LORAIN, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, RICHLAND, ROSS, SCIOTO, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VINTON, WARREN, WASHINGTON, WAYNE http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573600050A24D?opendocument[7/19/2013 3:34:13 PM] Details : Special Jurisdictional Note : 0.15 is for Health Retirement Account. (1) Journeyman Lineman to (1) Apprentice Ratio : Operator "C" Trench, Backhoe, Riding type vibratory Compactor, Ground Rod Driver, Boom Truck (6 ton & below), Skid Steer Loaders, Material Handler. Operator "B" Cranes (greater than 6 tons and up to 25 tons), Backhoes, Road Tractor, Dozer up to D-5, Pressure Diggerwheeled or tracked, all Tension wire Stringing equipment. Special Calculation Note : Operator "A" John Henry Rock Drill, D-6 (or equivalent) and above, Trackhoe Digger, (320 Track excavator), Cranes (greater then 25 tons and less than 45 tons). 60.00 1st 1000 hrs PW Rate Skilled LCN01-2013fbLoc7 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573600050A24D?opendocument[7/19/2013 3:34:13 PM] Heli - Arc Welding will be paid $.30 above Journeyman rate. Additional compensation of 10% over the Journeyman Lineman and Journeyman Technician for performing work on structures outside of buildings such as water towers, smoke stacks, radio and television towers, more than 75' above the ground. PW Rate Skilled LCN01-2013fbLoc7 Page $32.25 $30.15 $18.43 $21.78 Traffic Signal & Lighting Journeyman Equipment Operator Groundman 0-12 months Groundman 1 year plus $29.03 Percent 6th 1,000 hours Apprentice Lineman $21.78 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $0.65 $0.60 $0.87 $0.77 $0.73 $0.68 $0.63 $0.58 $0.65 $0.55 $0.90 $0.97 $1.01 H&W Pension $0.22 $0.20 $0.29 $0.26 $0.24 $0.23 $0.21 $0.19 $0.22 $0.18 $0.30 $0.32 $0.34 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $3.70 $3.42 $4.94 $4.39 $4.11 $3.84 $3.56 $3.29 $3.70 $3.13 $5.13 $5.48 $5.70 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $31.34 $29.32 $40.13 $36.22 $34.27 $32.33 $30.36 $28.41 $31.35 $27.29 $41.48 $44.02 $45.55 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257A07005A33B3?opendocument[7/19/2013 3:34:25 PM] 65.00 $25.80 5th 1,000 hours 2nd 1,000 Hours $24.19 4th 1,000 hours $20.10 $22.58 3rd 1,000 hours 60.00 $20.96 2nd 1,000 hours 1st 1,000 Hours $19.35 1st 1,000 hours Traffic Signal Apprentices $33.50 Electrical Lineman Classification BHR Craft : Lineman Effective Date : 01/16/2013 Last Posted : 01/16/2013 Change # : LCR01-2013fbLoc71CentralOhio Name of Union: Electrical Local 71 Outside (Central OH Chapter) Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCR01-2013fbLoc71CentralOhio Page $42.23 $39.37 $54.64 $49.12 $46.37 $43.62 $40.84 $38.09 $42.24 $36.50 $56.55 $60.14 $62.30 Overtime Rate 80.00 5th 1,000 Hours 90.00 $30.15 $28.48 $26.80 $25.13 $23.45 $5.00 $5.00 $5.00 $5.00 $5.00 $0.90 $0.85 $0.80 $0.75 $0.70 $0.30 $0.28 $0.27 $0.25 $0.23 $0.00 $0.00 $0.00 $0.00 $0.00 $5.13 $4.84 $4.56 $4.27 $3.99 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $41.48 $39.45 $37.43 $35.40 $33.37 $56.56 $53.69 $50.83 $47.96 $45.10 Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ASHLAND, ATHENS, COSHOCTON, CRAWFORD, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GUERNSEY, HIGHLAND, HOCKING, JACKSON, KNOX, LAWRENCE, LICKING, MADISON, MARION, MEIGS, MONROE, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, RICHLAND, ROSS, SCIOTO, TUSCARAWAS, UNION, VINTON, WASHINGTON http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285257A07005A33B3?opendocument[7/19/2013 3:34:25 PM] Scope of Work: installation and maintenance of highway and street lighting, highway and street sign lighting, electronic message boards and traffic control systems, camera systems, traffic signal work, substation and line construction including overhead and underground projects for private and industrial work as in accordance with the IBEW Constitution. This Agreement includes the operation of all tools and equipment necessary for the installation of the above projects. Details : A groundman when directed shall assist a Journeyman Lineman, Traffic Signal and Lighting Journeyman or Equipment Operator in the performance of his/her work on the ground, including the use of hand tools. Under no circumstances shall this classification climb poles, towers, or work from an elevated platform or bucket truck. This classification shall not perform work normally assigned to an Apprentice. Special Jurisdictional Note : 1 Journeymen to 1 Apprentice Ratio : Special Calculation Note : Other is National Electrical Benefit Fund (NEBF) and Safety & Education Fund. 7th 1,000 Hours 85.02 75.01 4th 1,000 Hours 6th 1,000 Hours 70.01 3rd 1,000 Hours PW Rate Skilled LCR01-2013fbLoc71CentralOhio Page 70.00 80.00 3rd Year 4th Year 70.00 80.00 3rd Year 4th Year $15.72 $25.15 $22.01 $18.86 $15.72 $25.15 $22.01 $18.86 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 H&W Pension $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $38.70 $35.56 $32.41 $29.27 $38.70 $35.56 $32.41 $29.27 $46.24 $45.99 $45.49 $45.24 $37.19 $42.65 $43.83 $44.87 $44.99 Total PWR $51.28 $46.56 $41.85 $37.13 $51.28 $46.56 $41.85 $37.13 $62.58 $62.21 $61.46 $61.09 $49.01 $57.20 $58.97 $60.53 $60.71 Overtime Rate http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579EA00739A8E?opendocument[8/9/2013 3:03:42 PM] Jurisdiction ( * denotes special jurisdictional note ): For every (3) Operating Engineer Journeymen employed byADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE, the company ,there may be employed (1) Registered BELMONT, BROWN, BUTLER, CARROLL, Apprentice. An apprenice, while employed as part of a CHAMPAIGN, CLARK, CLERMONT, CLINTON, Ratio : $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments Special Calculation Note : Other: Education & Safety Fund is $0.04 per hour. 50.00 60.00 1st Year 2nd Year Field Mechanic Trainee 60.00 2nd Year Percent Apprentice 50.00 $32.69 Class 9 1st Year $31.94 $32.44 Class 7 Class 8 $23.64 $31.69 Class 5 $29.10 Class 4 Class 6 $31.32 $30.28 Class 2 Class 3 $31.44 Operator Class 1 Classification BHR Craft : Operating Engineer Effective Date : 08/07/2013 Last Posted : 08/07/2013 Change # : LCN01-2013fbLoc18zone3 Name of Union: Operating Engineers - Building Local 18 - Zone III Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2013fbLoc18zone3 Page COSHOCTON, CRAWFORD, DARKE, DEFIANCE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, MADISON, MARION, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579EA00739A8E?opendocument[8/9/2013 3:03:42 PM] Class 4 - Ballast Re-locator; Backfillers and Tampers; Batch Plant Operators; Bar and Joint Installing Machines; Bull Floats; Burlap and Curing Machines; Clefplanes; Compressors, on building construction; Concrete Spreader; Conveyors, used for handling building materials; Concrete Mixers, one bag capacity (side loader); Concrete Mixers, capacity more than one bag; Crushers; Deck Hands; Drum Fireman (in Asphalt Plant); Farm type tractors pulling Class 3 - A Frames; Air Compressors, Pressurizing Shafts or Tunnels; All Asphalt Rollers; Bobcat-type and/or skid steer loader with or without attachments; Boilers (15 lbs pressure and over); All concrete Pumps (without booms with 5 inch system); Fork Lifts (except masonry); Highway Drillers - all types (with integral power); Hoists (with one drum); House Elevators (except those automatic call button controlled); Man lifts; Mud Jacks; Pressure Grouting; Pump Operators (installing or operating Well Points or other types of Dewatering Systems); Pumps (4 inches and over discharge); Railroad Tie Inserter/Remover; Rotator (Lime-Soil Stabilizer); Submersible Pumps (4 inches and over discharge); Switch & Tie Tampers (without lifting and aligning device); Trench Machines (24 inches and under); Utility Operators; Material hoist/elevators. Class 2 - Asphalt Pavers; Bobcat-type and/or skid steer loader with hoe attachment greater than 7000 lbs. Bulldozers; CMI type Equipment; Endloaders; Hydro Milling Machine; Kolman-type Loaders (Dirt Loading); Lead Greasemen; Mucking Machines; Pettibone-Rail Equipment; Power Graders; Power Scoops; Power Scrapers; Push Cats; Vermeer Type Concrete Saw;All rotomills, grinders & planers of all types. Articulating/end dumps (minus $4.00/hour from Class 2 rate) Class 1 - Barrier Moving Machine; Boiler Operators or Compressor Operators, when compressor or boiler is mounted on crane (Piggyback Operation); Boom Trucks (all types); Cableways Cherry Pickers; Combination - Concrete Mixers & Towers; All Concrete Pumps with Booms; Cranes (all types) Derricks (all types); Draglines Dredges (dipper, clam or suction) 3-man crew; Elevating Graders or Euclid Loaders; Floating Equipment; Gradalls; Helicopter Operators; hoisting building materials; Helicopter Winch Operators, Hoisting building materials; Hoes (All types); Hoists (with two or more drums in use): Hydraulic Gantry (lift system); Laser Finishing Machines; Lift Slab or Panel Jack Operators; Locomotives (all types); Maintenance Engineers (Mechanic and/or Welder); Mixers, paving (multiple drum); Mobile Concrete Pumps, with booms, Panelboards, (all types on site); Pile Drivers; Power Shovels; Prentice Loader; Rail Tamper (with automatic lifting and aligning device);' Rotary Drills (all) used on caissons for foundations and sub-structure work; Side Booms; Slip Form Pavers; Straddle Carriers (Building Construction on site); Tug Boats. Horizontal Directional Drill, Rough Terrain Fork-lift with Winch/Hoist, Laser Screed, and Like equipment;Compact Cranes,track or rubber over 4,000 pound capacity,self-erecting cranes:stationary,track or truck (all configurations) bucket trench machines (over 24 " wide). Details : **Apprentices will receive a 10% increase on top of the percentages listed above provided they are operating mobile equipment. Mechanic Trainees will receive 10% increase if required to have CDL Special Jurisdictional Note : crew per Article VIII, paragraph 77, will not be subject to the apprenticeship ratios in this collective bargaining agreement. On jobs where maintenance engineers are to be employed, for every (2) Class 2 Mechanics there may be (1) Mechanic Trainee & so fourth. PW Rate Skilled LCN01-2013fbLoc18zone3 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579EA00739A8E?opendocument[8/9/2013 3:03:42 PM] Class 9 - Boom & Jib 250 - or over Class 8 - Boom & Jib 180 - 249 feet Class 7 - Boom & Jib 150 - 180 feet Class 6 - Master Mechanic Class 5 - Boilers (less than 15 lbs. pressure); Inboard/outboard Motor Boat Launches; Light Plant Operators; Masonry Fork Lifts; Oilers/Helpers; Power Driven Heaters (oil fired); Power Scrubbers; Power Sweepers; Pumps (under 4 inch discharge); Signalmen, Submersible Pumps (under 4 inch discharge). Directional Drill Locator and Allen Screed Concrete Paver. Fueling and greasing (plus $3.00), compact cranes; track or rubber under 4,000 pounds. attachments; Finishing Machines; Form Trenchers; Generators: Gunite Machines; Hydro-Seeders; Pavement Breakers (hydraulic or cable); Post Drivers; Post Hole Diggers; Pressure Pumps (over 1/2 inch discharge); Road Widening Trenchers; Rollers (except asphalt); All Concrete pumps (without Boom with 4 inch or smaller systems); SelfPropelled Power Spreaders; Concrete Spreaders; Self-Propelled Sub-graders; Shotcrete Machines; Tire Repairmen; Tractors, pulling sheepfoot rollers or graders; VAC/ALLS; Vibratory Compactors, with integral power; Welder Operators. PW Rate Skilled LCN01-2013fbLoc18zone3 Page $6.91 $32.04 70.00 80.00 3rd Year 4th Year 69.73 79.70 3rd year 4th year $15.77 $25.14 $21.99 $18.85 $15.71 $25.23 $22.08 $18.92 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.91 $6.66 $6.66 $6.66 $6.66 $6.66 $6.91 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $5.75 $5.75 $5.75 $5.75 $5.75 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.04 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Irrevocable Fund $38.69 $35.54 $32.40 $29.26 $38.78 $35.63 $32.47 $29.32 $40.60 $46.15 $50.25 $50.25 $51.75 $45.59 $45.34 $45.34 $37.29 $42.75 $43.93 $44.97 $45.09 Total PWR http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579EA0071D69A?opendocument[8/9/2013 3:03:57 PM] 49.80 59.75 1st year 2nd year Field Mech Trainee Class 2 50.00 60.00 Apprentice 1st Year $27.55 Percent Class 4 2nd Year $37.20 $33.10 Class 2B Class 3 $38.70 $37.20 Class 1 Class 2A Great Lakes Floating Agreement Class 8 $6.91 $31.79 $31.79 Class 6 Class 7 $6.91 $6.91 $29.20 $23.74 Class 4 $6.91 $6.91 $6.91 App Tr. Fringe Benefit Payments H&W Pension Class 5 $31.42 $30.38 Class 2 Class 3 $31.54 Operator Class 1 Classification BHR Craft : Operating Engineer Effective Date : 08/07/2013 Last Posted : 08/07/2013 Change # : LCN01-2013fbLoc18hevhwyII Name of Union: Operating Engineers - HevHwy II Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2013fbLoc18hevhwyII Page $51.26 $46.54 $41.82 $37.11 $51.40 $46.67 $41.94 $37.21 $54.38 $62.70 $68.85 $68.85 $71.10 $61.61 $61.24 $61.24 $49.16 $57.35 $59.12 $60.68 $60.86 Overtime Rate http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579EA0071D69A?opendocument[8/9/2013 3:03:57 PM] Class 3 - A-Frames; Air Compressors, on tunnel work (low Pressure); Asphalt Plant Engineers; Bobcat-type and/or skid steer loader with or without attachments; Power Boilers (15 lbs pressure and over); Highway Drills (all types); Class 2 - Asphalt Pavers; Automatic Subgrade Machines, self-propelled (CMI-type); Bobcat-type and /or skid steer loader with hoe attachment greater than 7000 lbs.; Boring Machine Operators (more than 48 inches); Bulldozers; Endloaders; Hydro Milling Machine; Kolman-type Loaders (production type-dirt); Lead Greasemen; Maintenance Operators, Class B (Portage and Summit Counties only); Pettibone-Rail Equipment; Power Graders; Power Scrapers; Push Cats; Lighting and Traffic Signal Installation Equipment includes all groups or classifications; Trench Machines (24inch wide and under); Vermeer Type Concrete saw. Material Transfer Equipment (Shuttle buggy) Asphalt; All rotomills,grinders and planers of all types. Horizontal Directional Drill (Over 50,000 ft.lbs.thrust and over) Class 1 - Air Compressors on Steel Erection; Barrier Moving Machine; Boiler Operators, on Compressors or Generators, when mounted on a rig: Cableways, Combination Concrete mixers & Towers; Concrete Pumps; Concrete Plants ( over 4 yd capacity); Cranes (all types, including Boom Trucks, Cherry Pickers); Derricks; Draglines, Dredgers (dipper, clam or suction); Elevating Graders or Euclid Loaders; Floating Equipment (all types); Gradalls, Helicopter Crew (Operator- hoist or winch); Hoes (all types); Hoisting Engines, on shaft or tunnel work; Hydraulic Gantry (lifting system); Industrial - Type Tractors; Jet Engine Dryers (D8 or D9), Diesel Tractors; Locomotives (standard gage); Maintenance Operators (class A); Mixers, paving (single or double drum); Mucking Machines; Multiple Scrapers; Piledriving Machines (all types); Power Shovels, Prentice Loader; Quad 9 (double pusher); Rail Tamper (with automatic lifting and aligning device); Refrigerating Machines (freezer operation); Side Booms; Slip Form Pavers; Tower Dericks; Tree Shredders; Truck Mounted Concrete Pumps; Tug Boats; Tunnel Machines and /or Mining Machines; Wheel Excavators. Rough Terrain Fork-lift with Winch/Hoist; Compact Cranes, track rubber over 4,000 pound capacity, self-erecting cranes; stationary, track or truck (all configurations) Bucket trench machines (over 24 inches wide). Details : **Apprentices will receive a 10% increase on top of the percentages listed above provided they are operating mobile equipment. Mechanic Trainees will receive 10% increase if they are required to have CDL. Special Jurisdictional Note : Jurisdiction ( * denotes special jurisdictional note ): For every (3) Operating Engineer Journeymen employed byADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE, the company , there may be employed (1) Registered BELMONT, BROWN, BUTLER, CARROLL, Apprentice. An apprentice, while employed as part of a CHAMPAIGN, CLARK, CLERMONT, CLINTON, crew per Article VIII paragraph 65, will not be subject the COSHOCTON, CRAWFORD, DARKE, DEFIANCE, apprenticeship ratios in this collective bargaining DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, agreement. On jobs where maintenance engineers are to be FULTON, GALLIA, GREENE, GUERNSEY, employed, for every (2) Class 2 Mechanics there may be HAMILTON, HANCOCK, HARDIN, HARRISON, (1) Mechanic Trainee & so fourth. Mechanic Trainee rate HENRY, HIGHLAND, HOCKING, HOLMES, HURON, is a percentage of Class 2 rate. JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, LUCAS, MADISON, MARION, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, WYANDOT Ratio : Special Calculation Note : Other: Education & Safety Fund is $0.04 per hour. PW Rate Skilled LCN01-2013fbLoc18hevhwyII Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579EA0071D69A?opendocument[8/9/2013 3:03:57 PM] GREAT LAKES FLOATING AGREEMENT: Class 1 - Diver,Wet Tender, Engineer, (Hyd.Dredge), Craft Foreman ( Master Mechanic) Class 2A - Crane Backhoe Operator,Mechanic/Welder,Assistant Engineer (Hyd. Dredge), Leverman (Hyd Dredge) Diver Tender, Tug Operator ( Tug 70T and over) Class 2B - Friction Crane, Lattice Boom or any Crane Certification. Class 3 - Deck Equipment Operator, (Machineryman), Maint. of Crane, Tug/Launch Operator, Loader/Dozer on Barge, Deck Machinery, Maintenance of Crane ( over 50T capacity), or Backhoe (115,000lbs or more) Loaders/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock Scow. Class4 - Deck Equipment Operator, (Machineryman/Fireman)(4 equipment Units or more), Deck Hand, Tug Engineer, Crane Maintenance, 50T and under/Backhoe 115,000lbs or less, Assistant Tug Operator, add off Road Truck. Class 8 - Crane Boom over 180 ft . Class 7 - Crane Boom 150 ft - 180 ft Class 6 - Master Mechanic Class 5 - Compressors (portable, Sewer, Heavy and Highway); Generators; Inboard-Outboard Motor Boat Launches; Masonry Fork Lifts; Oilers/Helpers; Power Driven Heaters; Power Scrubbers; Power Sweepers; Pumps (under 4 inch discharge); Signalmen; Drum Fireman (in Asphalt Plant); Oil Heaters (Asphalt Plant); Tire Repairmen; VAC/ALLS; Fueling and greasing (plus $3.00), compact cranes: track or rubber under 4,000 pounds. Class 4 -Ballast Re-locator; Backfillers, Batch Plants; Bar and Joint Installing Machines; Boring Machine Operators (48 inch or less); Bull Floats; Burlap and Curing Machines; Concrete Plants (capacity 4 yd and under); Conveyors (highway); Concrete Saws (multiple); Crushers; Deckhands; Farm type tractors, with attachments (highway), except masonry; Finishing Machines; Firemen, Floating Equipment (all types); Fork Lifts (highway); Form Trenchers; Hydro Hammers; Hydro Seeders; Pavement Breakers; Plant Mixers; Post Drivers; Post Hole Diggers (power auger); Power Brush Burners; Power Form Handling Equipment; Road Widening Trenchers; Rollers (brick, grade, macadam); SelfPropelled Power Spreaders; Self-Propelled Sub-Graders; Tractors, pulling sheepsfoot rollers or graders; Steam Firemen; Vibratory Compactors, with integral power. Rollers, asphalt; Pump Operators (installing or operating well Points); Pumps (4 inch and over discharge); Railroad Tie Inserter/Remover; Rotator (lime-soil Stabilizer), Switch & Tie Tampers (without lifting and aligning device); Locomotives (narrow gage); Mixers, concrete (more than one bag capacity); Mixers, one bag capacity (side loader); Utilities Operators, (small equipment); Welding Machines; Material hoist/elevators. Articulating/straight bed end dumps if assigned (minus $4.00 per hour). PW Rate Skilled LCN01-2013fbLoc18hevhwyII Page Overtime Rate $21.83 70.03 4001-5000 $16.98 $15.76 $14.55 $13.34 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $4.67 $0.07 $0.07 $0.07 $0.07 $0.07 $5.54 $5.54 $5.54 $5.54 $5.54 $5.54 $5.54 H&W Pension $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 $0.35 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $22.07 $20.85 $19.64 $18.43 $17.22 $38.32 $38.32 $35.51 $35.11 $35.31 $34.81 $34.81 http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852570FA005DD0EA?opendocument[8/15/2013 8:14:36 AM] 65.00 3001-4000 Percent Apprentice 60.00 $27.76 Tanks - All Tanks 50,000 gallon capacity or more 2001-3000 $27.76 Stacks and towers $12.13 $24.95 Sandblast steam Clean Water Blasting (3500 PSI and Over) and Hazardous 55.00 $24.55 Structural Steel Swing Stage 1001-2000 $24.75 Spray Painter 50.00 $24.25 Paperhanger Wall Washer 0-1000 $24.25 Painter Brush Roll Classification BHR $30.56 $28.73 $26.91 $25.10 $23.28 $52.20 $52.20 $47.99 $47.39 $47.69 $46.94 $46.94 $4.67 $4.67 $4.67 $0.07 $0.07 $0.07 $0.35 $0.35 $0.35 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $26.92 $25.70 $23.28 Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, KNOX, LICKING, MADISON, MUSKINGUM, PERRY, PICKAWAY*, ROSS*, UNION $37.84 $36.01 $32.37 http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852570FA005DD0EA?opendocument[8/15/2013 8:14:36 AM] Details : Heavy Highway Class 1 are qualified painters,blasters,riggers. Class 2 Equipment Tenders /or containment Builders are hired to tend employers equipment also engage in the building & moving of containment systems. Class 3 support personnel will perform Quality control duties,clean abrasive blast materials, load and unload trucks, handle all materials, man safety boats, & handle traffic control. All Tanks 50,000 gallon capacity or more will be at the tank stated rate. Special Jurisdictional Note : 1 Journeyman to 1 Apprentice Total PWR 90.03 7001-8000 $20.61 $18.19 Craft : Painter Effective Date : 08/14/2013 Last Posted : 08/14/2013 Irrevocable Fund 85.00 6001-7000 Special Calculation Note : APPRENTICES BASED ON % OF EACH CLASS ABOVE PLUS FULL FRINGES 75.00 5001-6000 Ratio : Name of Union: Painter Local 1275 Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCR01-2013fbLoc1275 Page Change # : LCR01-2013fbLoc1275 PW Rate Skilled LCR01-2013fbLoc1275 Page Total PWR Overtime Rate $2.84 $0.16 $0.16 $0.00 $0.00 $0.00 $0.00 $0.00 $1.47 $1.47 $1.47 $1.47 $1.47 $1.47 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $21.71 $18.84 $15.97 $14.05 $12.13 $23.63 $30.34 $26.02 $21.71 $18.84 $15.97 $33.21 6th 800 hrs 5th 800 hrs 4th 800 hrs 3rd 800 hrs 2nd 800 hrs 95.00 90.00 80.00 70.00 60.00 $21.94 $20.79 $18.48 $16.17 $13.86 $11.55 Percent 50.00 Apprentice 1st 800 hrs $23.10 Plasterer Classification $6.30 $6.30 $6.30 $6.30 $6.30 $6.30 $6.30 $3.50 $3.50 $3.50 $3.50 $3.50 $3.50 $3.50 H&W Pension $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 $0.40 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $1.99 $1.99 $1.99 $1.99 $1.99 $1.99 $1.99 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) $34.14 $32.98 $30.67 $28.36 $26.05 $23.74 $35.29 Total PWR $45.11 $43.38 $39.91 $36.45 $32.98 $29.51 $46.84 Overtime Rate http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256CED007408D0?opendocument[7/19/2013 3:37:04 PM] Details : Special Jurisdictional Note : Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ATHENS, BROWN, BUTLER, CLARK, CLERMONT, CLINTON, DARKE, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GREENE, HAMILTON, HIGHLAND, HOCKING, JACKSON, LAWRENCE, LICKING, MADISON, MEIGS, MIAMI, MONTGOMERY, MORGAN, MUSKINGUM, PERRY, PICKAWAY, PREBLE, ROSS, SCIOTO, UNION, VINTON, WARREN http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852571A2005AE7C1?opendocument[7/25/2013 8:21:57 AM] Details : PLASTERER IMPROVERS: Is a person who has skills between an Apprentice and a Journeyman can be signed in as an Improver. An Improver receives 85% of the current wage and pension. All other benefits are same as Journeyman. The Improver has the opportunity to advance to Journeyman level by: (1) Working through a trial period of no more than 2,000 hrs. (2) Attending all safety and upgrading classes held or required. Special Jurisdictional Note : 3 Journeymen to 1 Apprentice Jurisdiction ( * denotes special jurisdictional note ): ASHLAND, COSHOCTON, CRAWFORD, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GUERNSEY, HOCKING, KNOX, LICKING, MADISON, MARION, MORROW, MUSKINGUM, PERRY, PICKAWAY, RICHLAND, ROSS, UNION, VINTON, WYANDOT Ratio : $17.24 $2.84 $0.16 $0.16 $0.16 $0.00 Annuity Other LECET MISC (*) (*) Irrevocable Fund Ratio : 90.00 4-5 yrs $14.37 $2.84 $2.84 $2.84 $0.16 Vac. Fringe Benefit Payments Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 75.00 3-4 yrs $11.50 $9.58 $7.66 $2.84 App Tr. BHR Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 50.00 60.00 1-2 yrs 2-3 yrs 40.00 Percent Apprentice 0-1 year $19.16 Painter Sign Classification H&W Pension Irrevocable Fund Craft : Plasterer Effective Date : 07/24/2013 Last Posted : 07/24/2013 Fringe Benefit Payments Craft : Painter Effective Date : 06/01/2005 Last Posted : 03/20/2003 BHR Change # : LCN01-2013fbLoc132 Name of Union: Plasterer Local 132 (Columbus) Name of Union: Painter Local 639 (Columbus Area) Sign Change # : CN01-2003Loc639BCols Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCN01-2013fbLoc132 Page Prevailing Wage Rate Skilled Crafts PW Rate Skilled CN01-2003Loc639BCols Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852571A2005AE7C1?opendocument[7/25/2013 8:21:57 AM] Working on swing stage, slip scaffold or window jack scaffold shall receive the following rates: $.50 above the regular rate for heights up to fifty (50) feet above grade level $1.00 above the regular rate for heights over fifty (50) feet above grade level PW Rate Skilled LCN01-2013fbLoc132 Page Name of Union: Plumber Pipefitter Local 189 Prevailing Wage Rate Skilled Crafts 65.00 80.00 3rd Year 4th Year 5th Year $27.26 $22.15 $18.74 $15.34 $13.63 $7.69 $7.69 $7.69 $7.69 $7.69 $7.69 $7.69 $7.69 $5.30 $5.30 $5.30 $5.30 $0.00 $0.00 $7.19 $7.19 H&W Pension $0.80 $0.80 $0.80 $0.80 $0.80 $0.80 $1.03 $1.03 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $4.38 $4.38 $0.00 $0.00 $0.00 $0.00 $4.38 $4.38 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $45.43 $40.32 $32.53 $29.13 $22.12 $20.42 $54.37 $54.37 Total PWR $59.07 $51.40 $41.91 $36.79 $28.94 $26.38 $71.41 $71.41 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): DELAWARE, FAIRFIELD, FRANKLIN, HOCKING, LICKING, MADISON, MARION, PERRY, PICKAWAY, ROSS, UNION http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579DB00480463?opendocument[7/19/2013 3:37:39 PM] Employees-------Journeyman to Apprentice per Job 1) 1-0 2) 1-1 3) 2-1 Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 45.00 55.00 2nd Year 40.00 1st YearBefore June, 2013 $11.93 Percent Apprentice 35.00 $34.08 Heating Piping Refrigeration, Temperature Control, Air Conditioning 1st YearAfter June, 2013 $34.08 Plumber Pipefitter Classification BHR Craft : Plumber Pipefitter Effective Date : 06/19/2013 Last Posted : 06/19/2013 Change # : LCN01-2013fbLoc189 PW Rate Skilled LCN01-2013fbLoc189 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579DB00480463?opendocument[7/19/2013 3:37:39 PM] 1) Employee 1-0 2) Employees 1-1 3) Employees 2-1 4) Employees 2-2 5)Employees 3-2 6) Employees 4-2 7) Employees 5-2 8) Employees 5-3 9) Employees 6-3 10)Employees 7-3 11)Employees 8-3 12)Employees 8-4 13)Employees 9-4 14)Employees 10-4 15)Employees 11-4 16) Employees 11-5 17) Employees 12-5 18) Employees 13-5 19) Employees 14-5 20)Employees 14-6 21)Employees 15-6 22)Employees 17-5 23)Employees 18-5 24)Employees 18-6 25)Employees 19-6 26)Employees 20-6 4) 2-2 5) 3-2 6) 4-2 7) 4-3 8) 5-3 9) 6-3 10) 6-4 11) 7-4 12) 8-4 13) 8-5 14) 9-5 15) 10-5 16) 10-6 17) 11-6 18) 12-6 19) 12-7 20) 13-7 21) 14-7 22) 14-8 23) 15-8 24) 16-8 25) 16-9 Heating Piping refrigeration,Temperature Control,Air Conditioning Ratio (1) Additional Apprentice to (3) Journeymen thereafter Employees Journeyman to Apprentice per Job PW Rate Skilled LCN01-2013fbLoc189 Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852579DB00480463?opendocument[7/19/2013 3:37:39 PM] Details : Special Jurisdictional Note : 28)Employees 22-6 29)Employees 22-7 30) Employees 23-7 31)Employees 23-7 32) Employees 25-7 33)Employees 26-7 34)Employees 26-8 PW Rate Skilled LCN01-2013fbLoc189 Page Total PWR Overtime Rate Name of Union: Sheet Metal Local 24 Columbus Name of Union: Roofer Local 86 65.00 75.00 85.00 3rd YEAR 4th YEAR $20.51 $18.10 $15.68 $12.07 $5.30 $5.30 $5.30 $0.00 $5.30 $3.45 $2.45 $1.45 $0.25 $4.95 $0.21 $0.21 $0.21 $0.21 $0.21 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 Vac. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) $29.47 $26.06 $22.64 $12.53 $34.59 $39.73 $35.11 $30.49 $18.56 $46.66 Jurisdiction ( * denotes special jurisdictional note ): AUGLAIZE, CHAMPAIGN, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, HARDIN, HOCKING, KNOX, LICKING, LOGAN, MADISON, MARION, MERCER, MORROW, PERRY, PICKAWAY, ROSS, UNION, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256FF0005731EC?opendocument[7/19/2013 3:37:52 PM] Details : Special Jurisdictional Note : 1 Journeymen to 1 Apprentices per job site Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 50.00 1st YEAR Percent Apprentice 2nd YEAR $24.13 Roofer Classification H&W Pension 80.00 3rd Year 4th Year $16.22 $21.63 $18.93 $7.74 $7.58 $7.46 $7.72 $7.60 $7.45 $6.57 $7.96 $9.13 $6.76 $5.79 $8.07 $7.05 $6.42 $1.38 $10.08 H&W Pension $1.06 $1.06 $0.85 $0.99 $0.99 $0.78 $0.78 $0.99 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $1.88 $1.65 $1.41 $2.04 $1.79 $0.00 $0.00 $2.55 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $41.44 $35.98 $31.73 $40.45 $36.36 $30.87 $22.25 $48.62 Total PWR $52.26 $45.44 $39.85 $51.27 $45.82 $38.98 $29.01 $62.14 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ATHENS, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA, GUERNSEY, http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525760A0067CA2E?opendocument[7/19/2013 3:38:13 PM] 1 Journeyman to 1 Apprentice 2-8 Journeymen to 2 Apprentices Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate required at this time. 60.00 70.00 2nd Year Percent $18.93 $21.63 3rd year 70% 4th year 80% Apprentice entered program AFTER June 1, 2006 and BEFORE June 1, 2009 $13.52 $16.22 1st year 50% $27.04 2nd year 60% APPRENTICE entered program AFTER June 1, 2009 Sheet Metal Worker Classification BHR Craft : Sheet Metal Worker Effective Date : 06/01/2013 Last Posted : 05/29/2013 Fringe Benefit Payments Craft : Roofer Effective Date : 04/21/2010 Last Posted : 04/21/2010 BHR Change # : LCR01-2013fbLoc24Col Irrevocable Fund Prevailing Wage Rate Skilled Crafts Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCR01-2013fbLoc24Col Page Change # : LCN01-2010jcLoc86 PW Rate Skilled LCN01-2010jcLoc86 Page HOCKING, JACKSON, KNOX, LAWRENCE, LICKING, MADISON, MARION, MEIGS, MORGAN, MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE, ROSS, SCIOTO, UNION, VINTON http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525760A0067CA2E?opendocument[7/19/2013 3:38:13 PM] Details : Special Jurisdictional Note : 9-11 Journeymen to 3 Apprentices 12-14 Journeymen to 4 Apprentices 15-17 Journeymen to 5 Apprentices 18-20 Journeymen to 6 Apprentices 21-23 Journeyman to 7 Apprentices 24-26 Journeyman to 8 Apprentices 27-29 Journeymen to 9 Apprentices 30-32 Journeymen to 10 Apprentices 33-35 Journeymen to 11 Apprentices 36-38 Journeymen to 12 Apprentices 39-41 Journeymen to 13 Apprentices 42-44 Journeymen to 14 Apprentices 45-47 Journeymen to 15 Apprentices 48-50 Journeymen to 16 Apprentices and so on PW Rate Skilled LCR01-2013fbLoc24Col Page Name of Union: Sprinkler Fitter Local 669 Prevailing Wage Rate Skilled Crafts 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 CLASS 3 CLASS 4 CLASS 5 CLASS 6 CLASS 7 CLASS 8 CLASS 9 CLASS 10 $29.27 $27.64 $26.02 $24.39 $22.76 $21.14 $19.51 $17.89 $16.26 $8.42 $8.42 $8.42 $8.42 $8.42 $8.42 $8.42 $8.42 $7.45 $7.45 $8.42 $8.42 $8.42 $8.42 $8.42 $8.42 $8.42 $8.42 $7.45 $7.45 $8.42 $5.50 $5.50 $5.50 $5.50 $5.50 $5.50 $5.50 $5.50 $0.00 $0.00 $5.50 $5.50 $5.50 $5.50 $5.50 $5.50 $5.50 $5.50 $0.00 $0.00 $5.50 H&W Pension $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 $0.45 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 $0.25 $0.25 $0.00 $0.00 $4.72 $4.72 $4.72 $4.72 $4.72 $4.72 $0.25 $0.25 $0.25 $0.25 $4.72 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $44.14 $42.51 $40.89 $39.26 $37.63 $36.01 $34.13 $32.51 $24.16 $22.53 $48.36 $46.73 $45.11 $43.48 $41.85 $40.23 $34.13 $32.51 $24.41 $24.41 $52.11 Total PWR $58.77 $56.33 $53.89 $51.46 $49.02 $46.58 $43.89 $41.45 $32.29 $29.85 $63.00 $60.55 $58.12 $55.68 $53.23 $50.80 $43.89 $41.46 $32.54 $32.54 $68.37 Overtime Rate http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573300068D774?opendocument[8/23/2013 8:42:37 AM] Special Calculation Note : Other $0.50 is for Industry Advancement. No special calculations for this skilled craft wage rate are required at this time. 50.00 CLASS 2 $14.63 Percent 45.00 Apprentice Indentured on or after April 2010 $27.64 $29.27 85% 90% $24.39 $26.02 75% 80% $21.14 $22.76 65% 70% $17.89 $19.51 55% 60% $16.26 $16.26 50% $32.52 50% Indentured prior to April 2010 Sprinkler Fitter Classification BHR Craft : Sprinkler Fitter Effective Date : 08/21/2013 Last Posted : 08/21/2013 Change # : LCN01-2013fbLoc669 PW Rate Skilled LCN01-2013fbLoc669 Page Jurisdiction ( * denotes special jurisdictional note ): ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573300068D774?opendocument[8/23/2013 8:42:37 AM] Details : Sprinkler Fitter work shall consist of the installation,dismantling,maintenance,repairs,adjustments,and corrections of all fire protection and fire control systems including the unloading,handling by hand,power equipment and installation of all piping or tubing,appurtenances and equipment pertaining thereto,including both overhead and underground water mains,fire hydrants and hydrant mains,standpipes and hose connections to sprinkler systems used in connection with sprinkler and alarm systems. Also all tanks and pumps connected thereto,also included shall be CO-2 and Cardox Systems, Dry Chemical Systems,Foam Systems and all other fire protection systems. Special Jurisdictional Note : 1 Journeyman to 1 Apprentice Ratio : PW Rate Skilled LCN01-2013fbLoc669 Page Prevailing Wage Rate Skilled Crafts $22.78 90.00 95.00 100.00 13-18 months 19-24 months 25-30 months $22.78 $21.64 $20.50 $19.36 $6.11 $6.11 $6.11 $6.11 $6.11 $6.81 $4.90 $4.90 $4.90 $4.90 $4.90 $5.70 H&W Pension $0.50 $0.50 $0.50 $0.50 $0.50 $0.10 App Tr. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Irrevocable Fund $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $34.29 $33.15 $32.01 $30.87 $29.73 $35.39 Total PWR $45.68 $43.97 $42.26 $40.55 $38.85 $46.78 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256E97006C517B?opendocument[7/19/2013 3:39:14 PM] Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 85.00 7-12 months $18.22 Percent 80.00 First 6 months Apprentice Truck Driver CLASS 1 4 wheel service, dump, and batch trucks, Oil Distributor - Asphalt DistributorTandems Classification BHR Craft : Truck Driver Effective Date : 06/29/2011 Last Posted : 06/29/2011 Change # : CN1-2011jcBldgHevHwy Name of Union: Truck Driver Bldg & HevHwy Class 1 Locals 20,40,92,92b,100,175,284,438,377,505,637,908,957 PW Rate Skilled CN1-2011jcBldgHevHwy Page ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, LORAIN, LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B80070693285256E97006C517B?opendocument[7/19/2013 3:39:14 PM] Details : ** Asphalt - Oil spray bar man when operating from cab shall receive $0.20 cents per hour above their Basic Hourly Rate. Special Jurisdictional Note : 3 Journeymen to 1 Apprentice per company/project PW Rate Skilled CN1-2011jcBldgHevHwy Page Prevailing Wage Rate Skilled Crafts 100.00 25-30 months $18.56 $23.20 $22.04 $20.88 $19.72 $6.81 $6.81 $6.81 $6.81 $6.81 $6.81 $5.70 $5.70 $5.70 $5.70 $5.70 $5.70 Irrevocable Fund $0.10 $0.00 $0.10 $0.00 $0.10 $0.00 $0.10 $0.00 $0.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Vac. Annuity Other LECET MISC (*) (*) $0.10 $0.00 H&W Pension App Tr. Fringe Benefit Payments $35.81 $34.65 $33.49 $32.33 $31.17 $35.81 Total PWR $47.41 $45.67 $43.93 $42.19 $40.45 $47.41 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573140053CFF2?opendocument[7/19/2013 3:39:27 PM] Ratio : Special Calculation Note : No special calculations for this skilled craft wage rate are required at this time. 90.00 95.00 13-18 months 85.00 7-12 months 19-24 months 80.00 Percent $23.20 First 6 months Apprentice Truck Driver CLASS 2 Tractor Trailer-Semi Tractor Trucks-Pole Trailers-Ready Mix Trucks-Fuel TrucksAsphalt-Oil Spray bar men- 5 Axle & Over Belly Dumps-End Dumps-Articulated Dump Trucks- Low boys-Heavy duty Equipment(irrespective of load carried) when used exclusively for transportation-Truck Mechanics (when needed) Classification BHR Craft : Truck Driver Effective Date : 06/29/2011 Last Posted : 06/29/2011 Change # : CN1-2011BldgHevHwy Name of Union: Truck Driver Bldg & HevHwy Class 2 Locals 20,40,92,92b,100,175,284,438,377,505,637,908,957 PW Rate Skilled CN1-2011BldgHevHwy Page ADAMS, ALLEN, ASHLAND, ASHTABULA, ATHENS, AUGLAIZE, BELMONT, BROWN, BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON, COLUMBIANA, COSHOCTON, CRAWFORD, DARKE, DEFIANCE, DELAWARE, ERIE, FAIRFIELD, FAYETTE, FRANKLIN, FULTON, GALLIA, GREENE, GUERNSEY, HAMILTON, HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES, HURON, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN, LORAIN, LUCAS, MADISON, MAHONING, MARION, MEDINA, MEIGS, MERCER, MIAMI, MONROE, MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING, PERRY, PICKAWAY, PIKE, PORTAGE, PREBLE, PUTNAM, RICHLAND, ROSS, SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, SUMMIT, TRUMBULL, TUSCARAWAS, UNION, VAN WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, WYANDOT http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B800706932852573140053CFF2?opendocument[7/19/2013 3:39:27 PM] Details : ** Asphalt - Oil spray bar man when operating from cab shall receive $0.20 cents per hour above their Basic Hourly Rate. Special Jurisdictional Note : 3 Journeymen to 1 Apprentice per company/project PW Rate Skilled CN1-2011BldgHevHwy Page 65.00 70.00 75.00 80.00 3rd Period 4th Period 5th Period 6th Period $12.57 $18.28 $17.14 $16.00 $14.85 $13.71 $6.60 $6.60 $6.60 $6.60 $6.60 $6.60 $6.60 $6.60 $6.60 $0.55 $0.51 $0.48 $0.45 $0.41 $0.38 $0.38 $0.71 $0.69 H&W Pension $0.70 $0.70 $0.70 $0.70 $0.70 $0.70 $0.70 $0.70 $0.70 App Tr. $0.35 $0.33 $0.31 $0.29 $0.26 $0.24 $0.24 $0.45 $0.44 Vac. Irrevocable Fund $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.75 $0.42 $0.40 $0.34 $0.34 $0.32 $0.29 $0.29 $0.54 $0.53 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Annuity Other LECET MISC (*) (*) Fringe Benefit Payments $27.65 $26.43 $25.17 $23.98 $22.75 $21.53 $21.53 $33.35 $32.56 Total PWR $36.79 $35.00 $33.17 $31.41 $29.60 $27.81 $27.81 $45.15 $43.99 Overtime Rate Jurisdiction ( * denotes special jurisdictional note ): COSHOCTON, GUERNSEY, KNOX*, LICKING, MUSKINGUM, PERRY, TUSCARAWAS* http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525760900643E53?opendocument[7/19/2013 3:33:33 PM] Special Jurisdictional Note : In Knox County: the following townships:Butler, Clay, College, Harrison, Hilliar, Jackson, Milford, Miller, Morgan, Pleasant In Tuscarawas County: the following townships:Auburn,Bucks, Clay, Jefferson, Oxford, Perry, Rush, Salem, Washington and York 1 Journeyman Installer to 1 Apprentice Ratio : Special Calculation Note : Other is for Holiday Pay. Vacation: Only applies to employees with one (1) continuous year of service with a firm. 60.00 2nd Period Percent 55.00 Apprentices 1st Period $12.57 $23.60 $22.85 Cable Puller Installer Technician A Electrical Installer Technician B Classification BHR Craft : Voice Data Video Effective Date : 12/12/2012 Last Posted : 12/12/2012 Change # : LCR02-2012fbLoc1105VDV Name of Union: Electrical Local 1105 Voice Data Video Prevailing Wage Rate Skilled Crafts PW Rate Skilled LCR02-2012fbLoc1105VDV Page http://198.234.41.198/w3/Webwh.nsf/$docUniqIDAll/852565B8007069328525760900643E53?opendocument[7/19/2013 3:33:33 PM] All HVAC control work. Fire Alarm work is excluded on all new construction sites or wherever the fire alarm system is installed in conduit The installation of conduit and/ or raceways shall be installed by Inside Wireman . On sites where there is no Inside Wireman employed, the Teledata Technician may install raceway, or conduit not greater than 10 ft. The installation of computer systems in industrial applications such as assembly lines, robotics, computer controller manufacturing systems. The following work is excluded from the Teledata Technician work scope: Holidays: Memorial Day - Fourth of July - Labor Day - Thanksgiving Day - Christmas Day New Years Day Details : An employee who is required to wear an electronic device after hours will receive an additional 1.00 per hour for all hours worked. PW Rate Skilled LCR02-2012fbLoc1105VDV Page 7.0 CONTRACTURAL ADMINISTRATIVE FORMS PAGE LEFT INTENTIONALLY BLANK Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Notice of Commencement Dated Project: Nutrient Reduction Project (Buck11-04M) Owner: Village of Buckeye Lake Contract: Owner's Contract No.: Engineer's Project No. BL SWIF Contractor: Contractor's Address: You are notified that the Contract Times under the above contract will commence to run on . or after that date, you are to start performing your obligations under the Contract Documents. In accordance with the Agreement, the date of Completion is December 31, 2013. (Contractor) Received by: Owner Given by: Authorized Signature (Title) Title (Date) Date Copy to Engineer Notice of Commencement EJDCDC 7.1 PAGE LEFT INTENTIONALLY BLANK 1391441v1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Work Change Directive No. _____ Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: You are directed to proceed promptly with the following change(s): Item No. Description Attachments (list documents supporting change): Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: Nonagreement on pricing of proposed change. Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. Estimated change in Contract Price and Contract Times: Contract Price $ (increase/decrease) Contract Time (increase/decrease) days If the change involves an increase, the estimated amounts are not to be exceeded without further authorization. Recommended for Approval by Engineer: Date Authorized for Owner by: Date Accepted for Contractor by: Date Approved by Funding Agency (if applicable): Date: Work Change Directive EJDCDC 7.3 PAGE LEFT INTENTIONALLY BLANK 1391441v1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Field Order No. _____ Date of Issuance: Effective Date: Owner: Project: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 9.05A., for minor changes in the Work without changes in Contract Price or Contract Times. If you consider that a change in Contract Price or Contract Times is required, please notify the Engineer immediately and before proceeding with this Work. Reference: (Specification Section(s)) (Drawing(s) / Detail(s)) Description: Attachments: Engineer: Receipt Acknowledged by (Contractor): Date: Copy to Owner Field Order Form 7.5 PAGE LEFT INTENTIONALLY BLANK 1391441v1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Change Order No. _____ Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: The Contract Documents are modified as follows upon execution of this Change Order: Description: Attachments: (List documents supporting change): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: Working days Substantial completion (days or date): $ Calendar days Ready for final payment (days or date): [Increase] [Decrease] from previously approved Change Orders No.____________ to No.____________: [Increase] [Decrease] from previously approved Change Orders No.____________ to No.____________: Substantial completion (days): $ Ready for final payment (days): Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion (days or date): $ Ready for final payment (days or date): [Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial completion (days or date): $ Ready for final payment (days or date): Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion (days or date): $ Ready for final payment (days or date): RECOMMENDED: ACCEPTED: ACCEPTED: By: By: By: Engineer (Authorized Signature) Date: Approved by Funding Agency (if applicable): Change Order Owner (Authorized Signature) Date: Contractor (Authorized Signature) Date: Date: 7.7 PAGE LEFT INTENTIONALLY BLANK 1391441v1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Change Order Instructions A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. Change Order 7.9 PAGE LEFT INTENTIONALLY BLANK 1391441v1 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACTOR'S PAYMENT APPLICATION CHECKLIST Village of Buckeye Lake THE CONTRACTOR MUST COMPLETE THIS CHECKLIST AND SUBMIT IT TO THE ENGINEER WITH ITS PAYMENT APPLICATION AND ALL REQUIRED DOCUMENTATION. SEE SUBPARAGRAPH 14.02 OF THE GENERAL CONDITIONS FOR THE PROJECT. 1. Contractor's Name: ______________________________________________________________ 2. Name, title, and telephone and fax numbers of Contractor's representative to contact regarding the Payment Application and required documentation: 3. Name: _______________________________ Title: __________________________________ Office Telephone No.: (____) ____________ FAX No.: (____) ________________________ Payment Application Number and Date: No. _________________________________ 4. Date: __________________________, 20___ The Contractor certifies that it has submitted the documentation listed below with its Payment Application. If the Contractor cannot do so, the Contractor should explain why in Paragraph 5. _____ .1 Six (6) copies of a properly completed and executed Application for Payment with a properly completed and executed Schedule of Values attached to each; _____ .2 Current list of the Contractor's subcontractors and suppliers showing their respective contract sums, amount paid, and amount due; _____ .3 Contractor's Affidavit of Payment of Debts and Claims; _____ .4 Contractor's Affidavit of Release of Liens with lien releases in a format approved by the Owner for all the Contractor's subcontractors and suppliers current through the date of the Contractor's previous Applications for Payment; _____ .5 Schedule of all materials and equipment stored on-site; _____ .6 For materials and equipment stored off-site: _____ A list of the materials and equipment consigned and stored off-site in connection with the Project (which shall be clearly identified), giving the place of storage, together with copies of invoices and reasons why the materials and equipment cannot be delivered to the site; _____ Certification that all items have been tagged for delivery to the Project and that they will not be used for any other purpose; _____ A letter from the Contractor's surety bonding company indicating agreement to the arrangements and that payment to the Contractor shall not relieve either party of its responsibility to complete the facility; _____ Evidence of adequate insurance covering the material and equipment in storage, which shall name the Owner as additional insured; _____ Evidence that the Engineer has visited the Contractor's place of storage and found that all the materials and equipment set forth in the payment request and represented to be stored off-site are stored at the place of storage (any costs incurred by the Engineer to inspect material and equipment in off-site storage shall be paid by the Contractor); and _____ Itemization of the materials and equipment and their cost, which were approved on previous Pay Applications and which remain in off-site storage. Contractor’s Payment Application Checklist 1391441V2 7.11 _____ .7 5. Other documentation/information required by the Engineer or Owner. Reason why required documentation is not submitted: ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ ___________________________________________________________________________________ __________________________________________________________ NOTE: The failure to submit required documentation, regardless of the reason, may result in nonpayment, partial payment, and/or late payment. _________________________________________ Signature _________________________________________ Printed Name _________________________________________ Date ENGINEER’S REVIEW _____ Checklist and documentation complete. _____ Checklist and documentation incomplete. _________________________________________ Signature _________________________________________ Printed Name _________________________________________ Date 1391441v1 Contractor's Project No.: Owner's Contract No.: Date: $____________________________________________________ (Line 8 or other - attach explanation of other amount) Page 3 of 3 _____________________________________________________ _____________________ Funding Agency (if applicable) (Date) _____________________________________________________ _____________________ (Owner) (Date) is approved by: Approved by: $____________________________________________________ (Line 8 or other - attach explanation of other amount) Payment of: is recommended by: _____________________________________________________ _____________________ (Engineer) (Date) Payment of: (Column G on Progress Estimate + Line 5 above) ........................... $ 9. BALANCE TO FINISH, PLUS RETAINAGE 8. AMOUNT DUE THIS APPLICATION .................................................... $ 7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application) ........ $ 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c) ............................... $ c. Total Retainage (Line 5a + Line 5b) .............................................. $ b. _____ % x $_________________ Stored Material ........................ $ a. _____ % x $_________________ Work Completed ...................... $ 5. RETAINAGE: (Column F on Progress Estimate) ..................................................... $ 4. TOTAL COMPLETED AND STORED TO DATE EJCDC No. C-620 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. By: The undersigned Contractor certifies that: (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with Work covered by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. CONTRACTOR’S CERTIFICATION CHANGE ORDERS NET CHANGE BY TOTALS 2. Net change by Change Orders ........................................................... $ 3. CURRENT CONTRACT PRICE (Line 1 ± 2) ........................................ $ Number Additions 1. ORIGINAL CONTRACT PRICE ............................................................ $ Change Order Summary Engineer's Project No.: Via (Engineer) Approved Change Orders Deductions Contract: Project: APPLICATION FOR PAYMENT From (Contractor): To (Owner): Application Date: Contractor’s Application For Payment No. ________ Application Period: 1391441v1 Item Totals Scheduled Value C From Previous Application (C + D) D This Period Work Completed Materials Presently Stored (not in C or D) E Total Completed and Stored to Date (C + D + E) F % (F) B Page 3 of 3 Balance to Finish (B - F) G Contractor’s Application EJCDC No. C-620 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. Specification Section No. Description B Application Date: Application Period: A Application Number: For (contract): Progress Estimate 1391441v1 Item Bid Quantity Unit Price B Description Totals Bid Value Estimated Quantity Installed Value D F Materials Total Completed Presently Stored and Stored to (not in C) Date (D + E) E % (F) B Page 3 of 3 Balance to Finish (B - F) G Contractor’s Application EJCDC No. C-620 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. Bid Item No. C Application Date: Application Period: A Application Number: For (contract): Progress Estimate 1391441v1 Materials Description C D Stored Previously Date Amount (Month/Year) ($) Totals E Stored this Month Amount ($) Subtotal F Incorporated in Work Date Amount (Month/Year) ($) Page 3 of 3 Materials Remaining in Storage ($) (D + E - F) G Contractor's Application EJCDC No. C-620 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. Invoice No. B Shop Drawing Transmittal No. Application Date: Application Period: A Application Number: For (contract): Stored Material Summary 1391441v1 STATE OF OHIO DEPARTMENT OF TAXATION CONSTRUCTION CONTRACT EXEMPTION CERTIFICATE Identification of Contract: Contractee's (Owner's) name Village of Buckeye Lake Exact location of job/project [insert] Name of job/project as it appears on contract documentation [insert] The undersigned hereby certifies that the tangible personal property purchased under this exemption certificate was purchased for incorporation into: XX real property under a construction contract with the United States government, its agencies, the State of Ohio. or an Ohio political subdivision. real property which is owned, or will be accepted for ownership at the time of completion, by the United Stales government, its agencies, the State of Ohio, or an Ohio political subdivision. a house of public worship or religious education. a building used exclusively for charitable purposes by a nonprofit organization operated exclusively for charitable purposes as defined in section 5739.02(B)(12) of the Revised Code. the original construction of a sports facility under section 307.696 of the Revised Code. a hospital facility entitled to exemption under section 140.08 of the Revised Code. The original of this certificate must be signed by the owner/contractee and/or government official and must be retained by the prime contractor. Copies must be maintained by the owner/contractee and all subcontractors. When copies are issued to suppliers when purchasing materials, each copy must be signed by the contractor or subcontractor making the purchase. Prime Contractor Owner/Contractee Name Name Signed by Signed by Title Title Address Address City, State, Zip City, State, Zip Date Date Subcontractor The Village of Buckeye Lake 5192 Walnut Road SE Political Subdivision Name Name Signed by Signed by Title Title Address Address City, State, Zip City, State, Zip Date Date Buckeye Lake, Ohio 43008 PAGE LEFT INTENTIONALLY BLANK 1391441v1 W-9 Form (Rev. December 2011) Department of the Treasury Internal Revenue Service Request for Taxpayer Identification Number and Certification Give Form to the requester. Do not send to the IRS. Print or type See Specific Instructions on page 2. Name (as shown on your income tax return) Business name/disregarded entity name, if different from above Check appropriate box for federal tax classification: Individual/sole proprietor C Corporation S Corporation Partnership Trust/estate Exempt payee Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=partnership) a Other (see instructions) a Address (number, street, and apt. or suite no.) Requester’s name and address (optional) City, state, and ZIP code List account number(s) here (optional) Part I Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on the “Name” line to avoid backup withholding. For individuals, this is your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3. Social security number Note. If the account is in more than one name, see the chart on page 4 for guidelines on whose number to enter. Employer identification number – – – Part II Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and 2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and 3. I am a U.S. citizen or other U.S. person (defined below). Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions on page 4. Sign Here Signature of U.S. person a Date a General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Purpose of Form A person who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) to report, for example, income paid to you, real estate transactions, mortgage interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA. Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN to the person requesting it (the requester) and, when applicable, to: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners’ share of effectively connected income. Note. If a requester gives you a form other than Form W-9 to request your TIN, you must use the requester’s form if it is substantially similar to this Form W-9. Definition of a U.S. person. For federal tax purposes, you are considered a U.S. person if you are: • An individual who is a U.S. citizen or U.S. resident alien, • A partnership, corporation, company, or association created or organized in the United States or under the laws of the United States, • An estate (other than a foreign estate), or • A domestic trust (as defined in Regulations section 301.7701-7). Special rules for partnerships. Partnerships that conduct a trade or business in the United States are generally required to pay a withholding tax on any foreign partners’ share of income from such business. Further, in certain cases where a Form W-9 has not been received, a partnership is required to presume that a partner is a foreign person, and pay the withholding tax. Therefore, if you are a U.S. person that is a partner in a partnership conducting a trade or business in the United States, provide Form W-9 to the partnership to establish your U.S. status and avoid withholding on your share of partnership income. Cat. No. 10231X Form W-9 (Rev. 12-2011) Page 2 Form W-9 (Rev. 12-2011) The person who gives Form W-9 to the partnership for purposes of establishing its U.S. status and avoiding withholding on its allocable share of net income from the partnership conducting a trade or business in the United States is in the following cases: • The U.S. owner of a disregarded entity and not the entity, • The U.S. grantor or other owner of a grantor trust and not the trust, and • The U.S. trust (other than a grantor trust) and not the beneficiaries of the trust. Foreign person. If you are a foreign person, do not use Form W-9. Instead, use the appropriate Form W-8 (see Publication 515, Withholding of Tax on Nonresident Aliens and Foreign Entities). Nonresident alien who becomes a resident alien. Generally, only a nonresident alien individual may use the terms of a tax treaty to reduce or eliminate U.S. tax on certain types of income. However, most tax treaties contain a provision known as a “saving clause.” Exceptions specified in the saving clause may permit an exemption from tax to continue for certain types of income even after the payee has otherwise become a U.S. resident alien for tax purposes. If you are a U.S. resident alien who is relying on an exception contained in the saving clause of a tax treaty to claim an exemption from U.S. tax on certain types of income, you must attach a statement to Form W-9 that specifies the following five items: 1. The treaty country. Generally, this must be the same treaty under which you claimed exemption from tax as a nonresident alien. 2. The treaty article addressing the income. 3. The article number (or location) in the tax treaty that contains the saving clause and its exceptions. 4. The type and amount of income that qualifies for the exemption from tax. 5. Sufficient facts to justify the exemption from tax under the terms of the treaty article. Example. Article 20 of the U.S.-China income tax treaty allows an exemption from tax for scholarship income received by a Chinese student temporarily present in the United States. Under U.S. law, this student will become a resident alien for tax purposes if his or her stay in the United States exceeds 5 calendar years. However, paragraph 2 of the first Protocol to the U.S.-China treaty (dated April 30, 1984) allows the provisions of Article 20 to continue to apply even after the Chinese student becomes a resident alien of the United States. A Chinese student who qualifies for this exception (under paragraph 2 of the first protocol) and is relying on this exception to claim an exemption from tax on his or her scholarship or fellowship income would attach to Form W-9 a statement that includes the information described above to support that exemption. If you are a nonresident alien or a foreign entity not subject to backup withholding, give the requester the appropriate completed Form W-8. What is backup withholding? Persons making certain payments to you must under certain conditions withhold and pay to the IRS a percentage of such payments. This is called “backup withholding.” Payments that may be subject to backup withholding include interest, tax-exempt interest, dividends, broker and barter exchange transactions, rents, royalties, nonemployee pay, and certain payments from fishing boat operators. Real estate transactions are not subject to backup withholding. You will not be subject to backup withholding on payments you receive if you give the requester your correct TIN, make the proper certifications, and report all your taxable interest and dividends on your tax return. Payments you receive will be subject to backup withholding if: 1. You do not furnish your TIN to the requester, 2. You do not certify your TIN when required (see the Part II instructions on page 3 for details), 3. The IRS tells the requester that you furnished an incorrect TIN, 4. The IRS tells you that you are subject to backup withholding because you did not report all your interest and dividends on your tax return (for reportable interest and dividends only), or 5. You do not certify to the requester that you are not subject to backup withholding under 4 above (for reportable interest and dividend accounts opened after 1983 only). Certain payees and payments are exempt from backup withholding. See the instructions below and the separate Instructions for the Requester of Form W-9. Also see Special rules for partnerships on page 1. Updating Your Information You must provide updated information to any person to whom you claimed to be an exempt payee if you are no longer an exempt payee and anticipate receiving reportable payments in the future from this person. For example, you may need to provide updated information if you are a C corporation that elects to be an S corporation, or if you no longer are tax exempt. In addition, you must furnish a new Form W-9 if the name or TIN changes for the account, for example, if the grantor of a grantor trust dies. Penalties Failure to furnish TIN. If you fail to furnish your correct TIN to a requester, you are subject to a penalty of $50 for each such failure unless your failure is due to reasonable cause and not to willful neglect. Civil penalty for false information with respect to withholding. If you make a false statement with no reasonable basis that results in no backup withholding, you are subject to a $500 penalty. Criminal penalty for falsifying information. Willfully falsifying certifications or affirmations may subject you to criminal penalties including fines and/or imprisonment. Misuse of TINs. If the requester discloses or uses TINs in violation of federal law, the requester may be subject to civil and criminal penalties. Specific Instructions Name If you are an individual, you must generally enter the name shown on your income tax return. However, if you have changed your last name, for instance, due to marriage without informing the Social Security Administration of the name change, enter your first name, the last name shown on your social security card, and your new last name. If the account is in joint names, list first, and then circle, the name of the person or entity whose number you entered in Part I of the form. Sole proprietor. Enter your individual name as shown on your income tax return on the “Name” line. You may enter your business, trade, or “doing business as (DBA)” name on the “Business name/disregarded entity name” line. Partnership, C Corporation, or S Corporation. Enter the entity's name on the “Name” line and any business, trade, or “doing business as (DBA) name” on the “Business name/disregarded entity name” line. Disregarded entity. Enter the owner's name on the “Name” line. The name of the entity entered on the “Name” line should never be a disregarded entity. The name on the “Name” line must be the name shown on the income tax return on which the income will be reported. For example, if a foreign LLC that is treated as a disregarded entity for U.S. federal tax purposes has a domestic owner, the domestic owner's name is required to be provided on the “Name” line. If the direct owner of the entity is also a disregarded entity, enter the first owner that is not disregarded for federal tax purposes. Enter the disregarded entity's name on the “Business name/disregarded entity name” line. If the owner of the disregarded entity is a foreign person, you must complete an appropriate Form W-8. Note. Check the appropriate box for the federal tax classification of the person whose name is entered on the “Name” line (Individual/sole proprietor, Partnership, C Corporation, S Corporation, Trust/estate). Limited Liability Company (LLC). If the person identified on the “Name” line is an LLC, check the “Limited liability company” box only and enter the appropriate code for the tax classification in the space provided. If you are an LLC that is treated as a partnership for federal tax purposes, enter “P” for partnership. If you are an LLC that has filed a Form 8832 or a Form 2553 to be taxed as a corporation, enter “C” for C corporation or “S” for S corporation. If you are an LLC that is disregarded as an entity separate from its owner under Regulation section 301.7701-3 (except for employment and excise tax), do not check the LLC box unless the owner of the LLC (required to be identified on the “Name” line) is another LLC that is not disregarded for federal tax purposes. If the LLC is disregarded as an entity separate from its owner, enter the appropriate tax classification of the owner identified on the “Name” line. Page 3 Form W-9 (Rev. 12-2011) Other entities. Enter your business name as shown on required federal tax documents on the “Name” line. This name should match the name shown on the charter or other legal document creating the entity. You may enter any business, trade, or DBA name on the “Business name/ disregarded entity name” line. Exempt Payee If you are exempt from backup withholding, enter your name as described above and check the appropriate box for your status, then check the “Exempt payee” box in the line following the “Business name/ disregarded entity name,” sign and date the form. Generally, individuals (including sole proprietors) are not exempt from backup withholding. Corporations are exempt from backup withholding for certain payments, such as interest and dividends. Note. If you are exempt from backup withholding, you should still complete this form to avoid possible erroneous backup withholding. The following payees are exempt from backup withholding: 1. An organization exempt from tax under section 501(a), any IRA, or a custodial account under section 403(b)(7) if the account satisfies the requirements of section 401(f)(2), 2. The United States or any of its agencies or instrumentalities, 3. A state, the District of Columbia, a possession of the United States, or any of their political subdivisions or instrumentalities, 4. A foreign government or any of its political subdivisions, agencies, or instrumentalities, or 5. An international organization or any of its agencies or instrumentalities. Other payees that may be exempt from backup withholding include: 6. A corporation, 7. A foreign central bank of issue, 8. A dealer in securities or commodities required to register in the United States, the District of Columbia, or a possession of the United States, 9. A futures commission merchant registered with the Commodity Futures Trading Commission, 10. A real estate investment trust, 11. An entity registered at all times during the tax year under the Investment Company Act of 1940, 12. A common trust fund operated by a bank under section 584(a), 13. A financial institution, 14. A middleman known in the investment community as a nominee or custodian, or 15. A trust exempt from tax under section 664 or described in section 4947. The following chart shows types of payments that may be exempt from backup withholding. The chart applies to the exempt payees listed above, 1 through 15. IF the payment is for . . . THEN the payment is exempt for . . . Interest and dividend payments All exempt payees except for 9 Broker transactions Exempt payees 1 through 5 and 7 through 13. Also, C corporations. Barter exchange transactions and patronage dividends Exempt payees 1 through 5 Payments over $600 required to be Generally, exempt payees reported and direct sales over 1 through 7 2 1 $5,000 1 2 See Form 1099-MISC, Miscellaneous Income, and its instructions. However, the following payments made to a corporation and reportable on Form 1099-MISC are not exempt from backup withholding: medical and health care payments, attorneys' fees, gross proceeds paid to an attorney, and payments for services paid by a federal executive agency. Part I. Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. If you are a resident alien and you do not have and are not eligible to get an SSN, your TIN is your IRS individual taxpayer identification number (ITIN). Enter it in the social security number box. If you do not have an ITIN, see How to get a TIN below. If you are a sole proprietor and you have an EIN, you may enter either your SSN or EIN. However, the IRS prefers that you use your SSN. If you are a single-member LLC that is disregarded as an entity separate from its owner (see Limited Liability Company (LLC) on page 2), enter the owner’s SSN (or EIN, if the owner has one). Do not enter the disregarded entity’s EIN. If the LLC is classified as a corporation or partnership, enter the entity’s EIN. Note. See the chart on page 4 for further clarification of name and TIN combinations. How to get a TIN. If you do not have a TIN, apply for one immediately. To apply for an SSN, get Form SS-5, Application for a Social Security Card, from your local Social Security Administration office or get this form online at www.ssa.gov. You may also get this form by calling 1-800-772-1213. Use Form W-7, Application for IRS Individual Taxpayer Identification Number, to apply for an ITIN, or Form SS-4, Application for Employer Identification Number, to apply for an EIN. You can apply for an EIN online by accessing the IRS website at www.irs.gov/businesses and clicking on Employer Identification Number (EIN) under Starting a Business. You can get Forms W-7 and SS-4 from the IRS by visiting IRS.gov or by calling 1-800-TAX-FORM (1-800-829-3676). If you are asked to complete Form W-9 but do not have a TIN, write “Applied For” in the space for the TIN, sign and date the form, and give it to the requester. For interest and dividend payments, and certain payments made with respect to readily tradable instruments, generally you will have 60 days to get a TIN and give it to the requester before you are subject to backup withholding on payments. The 60-day rule does not apply to other types of payments. You will be subject to backup withholding on all such payments until you provide your TIN to the requester. Note. Entering “Applied For” means that you have already applied for a TIN or that you intend to apply for one soon. Caution: A disregarded domestic entity that has a foreign owner must use the appropriate Form W-8. Part II. Certification To establish to the withholding agent that you are a U.S. person, or resident alien, sign Form W-9. You may be requested to sign by the withholding agent even if item 1, below, and items 4 and 5 on page 4 indicate otherwise. For a joint account, only the person whose TIN is shown in Part I should sign (when required). In the case of a disregarded entity, the person identified on the “Name” line must sign. Exempt payees, see Exempt Payee on page 3. Signature requirements. Complete the certification as indicated in items 1 through 3, below, and items 4 and 5 on page 4. 1. Interest, dividend, and barter exchange accounts opened before 1984 and broker accounts considered active during 1983. You must give your correct TIN, but you do not have to sign the certification. 2. Interest, dividend, broker, and barter exchange accounts opened after 1983 and broker accounts considered inactive during 1983. You must sign the certification or backup withholding will apply. If you are subject to backup withholding and you are merely providing your correct TIN to the requester, you must cross out item 2 in the certification before signing the form. 3. Real estate transactions. You must sign the certification. You may cross out item 2 of the certification. Page 4 Form W-9 (Rev. 12-2011) 4. Other payments. You must give your correct TIN, but you do not have to sign the certification unless you have been notified that you have previously given an incorrect TIN. “Other payments” include payments made in the course of the requester’s trade or business for rents, royalties, goods (other than bills for merchandise), medical and health care services (including payments to corporations), payments to a nonemployee for services, payments to certain fishing boat crew members and fishermen, and gross proceeds paid to attorneys (including payments to corporations). 5. Mortgage interest paid by you, acquisition or abandonment of secured property, cancellation of debt, qualified tuition program payments (under section 529), IRA, Coverdell ESA, Archer MSA or HSA contributions or distributions, and pension distributions. You must give your correct TIN, but you do not have to sign the certification. What Name and Number To Give the Requester For this type of account: Give name and SSN of: 1. Individual 2. Two or more individuals (joint account) The individual The actual owner of the account or, if combined funds, the first 1 individual on the account 3. Custodian account of a minor (Uniform Gift to Minors Act) The minor 4. a. The usual revocable savings trust (grantor is also trustee) b. So-called trust account that is not a legal or valid trust under state law 5. Sole proprietorship or disregarded entity owned by an individual 6. Grantor trust filing under Optional Form 1099 Filing Method 1 (see Regulation section 1.671-4(b)(2)(i)(A)) For this type of account: The grantor-trustee 7. Disregarded entity not owned by an individual 8. A valid trust, estate, or pension trust The owner 2 The actual owner The owner The grantor* Give name and EIN of: Legal entity 4 The corporation 13. Account with the Department of Agriculture in the name of a public entity (such as a state or local government, school district, or prison) that receives agricultural program payments 14. Grantor trust filing under the Form 1041 Filing Method or the Optional Form 1099 Filing Method 2 (see Regulation section 1.671-4(b)(2)(i)(B)) The public entity 2 3 1 3 9. Corporation or LLC electing corporate status on Form 8832 or Form 2553 10. Association, club, religious, charitable, educational, or other tax-exempt organization 11. Partnership or multi-member LLC 12. A broker or registered nominee 1 1 The organization The partnership The broker or nominee Note. If no name is circled when more than one name is listed, the number will be considered to be that of the first name listed. Secure Your Tax Records from Identity Theft Identity theft occurs when someone uses your personal information such as your name, social security number (SSN), or other identifying information, without your permission, to commit fraud or other crimes. An identity thief may use your SSN to get a job or may file a tax return using your SSN to receive a refund. To reduce your risk: • Protect your SSN, • Ensure your employer is protecting your SSN, and • Be careful when choosing a tax preparer. If your tax records are affected by identity theft and you receive a notice from the IRS, respond right away to the name and phone number printed on the IRS notice or letter. If your tax records are not currently affected by identity theft but you think you are at risk due to a lost or stolen purse or wallet, questionable credit card activity or credit report, contact the IRS Identity Theft Hotline at 1-800-908-4490 or submit Form 14039. For more information, see Publication 4535, Identity Theft Prevention and Victim Assistance. Victims of identity theft who are experiencing economic harm or a system problem, or are seeking help in resolving tax problems that have not been resolved through normal channels, may be eligible for Taxpayer Advocate Service (TAS) assistance. You can reach TAS by calling the TAS toll-free case intake line at 1-877-777-4778 or TTY/TDD 1-800-829-4059. Protect yourself from suspicious emails or phishing schemes. Phishing is the creation and use of email and websites designed to mimic legitimate business emails and websites. The most common act is sending an email to a user falsely claiming to be an established legitimate enterprise in an attempt to scam the user into surrendering private information that will be used for identity theft. The IRS does not initiate contacts with taxpayers via emails. Also, the IRS does not request personal detailed information through email or ask taxpayers for the PIN numbers, passwords, or similar secret access information for their credit card, bank, or other financial accounts. If you receive an unsolicited email claiming to be from the IRS, forward this message to [email protected]. You may also report misuse of the IRS name, logo, or other IRS property to the Treasury Inspector General for Tax Administration at 1-800-366-4484. You can forward suspicious emails to the Federal Trade Commission at: [email protected] or contact them at www.ftc.gov/idtheft or 1-877-IDTHEFT (1-877-438-4338). Visit IRS.gov to learn more about identity theft and how to reduce your risk. The trust List first and circle the name of the person whose number you furnish. If only one person on a joint account has an SSN, that person’s number must be furnished. Circle the minor’s name and furnish the minor’s SSN. You must show your individual name and you may also enter your business or “DBA” name on the “Business name/disregarded entity” name line. You may use either your SSN or EIN (if you have one), but the IRS encourages you to use your SSN. 4 List first and circle the name of the trust, estate, or pension trust. (Do not furnish the TIN of the personal representative or trustee unless the legal entity itself is not designated in the account title.) Also see Special rules for partnerships on page 1. *Note. Grantor also must provide a Form W-9 to trustee of trust. Privacy Act Notice Section 6109 of the Internal Revenue Code requires you to provide your correct TIN to persons (including federal agencies) who are required to file information returns with the IRS to report interest, dividends, or certain other income paid to you; mortgage interest you paid; the acquisition or abandonment of secured property; the cancellation of debt; or contributions you made to an IRA, Archer MSA, or HSA. The person collecting this form uses the information on the form to file information returns with the IRS, reporting the above information. Routine uses of this information include giving it to the Department of Justice for civil and criminal litigation and to cities, states, the District of Columbia, and U.S. possessions for use in administering their laws. The information also may be disclosed to other countries under a treaty, to federal and state agencies to enforce civil and criminal laws, or to federal law enforcement and intelligence agencies to combat terrorism. You must provide your TIN whether or not you are required to file a tax return. Under section 3406, payers must generally withhold a percentage of taxable interest, dividend, and certain other payments to a payee who does not give a TIN to the payer. Certain penalties may also apply for providing false or fraudulent information. Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF Certificate of Substantial Completion Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: This [tentative] [definitive] Certificate of Substantial Completion applies to: All Work under the Contract Documents: The following specified portions: Date of Substantial Completion The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. A [tentative] [revised tentative] [definitive] list of items to be completed or corrected, is attached hereto. This list may not be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: Amended Responsibilities Not Amended Owner's Amended Responsibilities: Contractor's Amended Responsibilities: The following documents are attached to and made part of this Certificate: This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents. Certificate of Substantial Completion Executed by Engineer Date Accepted by Contractor Date Accepted by Owner Date 7.27 PAGE LEFT INTENTIONALLY BLANK Certificate of Substantial Completion 7.28 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACTOR’S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS PROJECT: [insert name and address] CONTRACT FOR: [insert] TO OWNER: CONTRACT DATES: [insert] The Village of Buckeye Lake 5192 Walnut Road SE Buckeye Lake, Ohio 43008 STATE OF ________ : : SS : COUNTY OF _________ The undersigned hereby certifies that, except as listed below, payment has been made in full and all obligations have otherwise been satisfied for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or Owner’s property might in any way be held responsible or encumbered. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: CONTRACTOR: [insert name and address] 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. Indicate Attachment Yes No The following supporting documents should be attached hereto if required by the Owner: 1. Contractor’s Release or Waiver of BY: (Signature of authorized representative) (Printed name and title) Subscribed and sworn to before me on this date: Liens, conditional upon receipt of final payment. Notary Public: My Commission Expires: 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. 3. Contractor’s Affidavit of Release of Liens. Contractor’s Affidavit of Payment of Debts and Claims 1393312V1 7.29 PAGE LEFT INTENTIONALLY BLANK 1391441v1 7.30 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACTOR’S AFFIDAVIT OF RELEASE OF LIENS PROJECT: [insert name and address] CONTRACT FOR: [insert] TO OWNER: CONTRACT DATED: [insert] The Village of Buckeye Lake 5192 Walnut Road SE Buckeye Lake, Ohio 43008 STATE OF _______ COUNTY OF __________ : : SS : The undersigned hereby certifies that to the best of the undersigned’s knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services who have or may have liens or encumbrances or the right to assert liens or encumbrances against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: 1. CONTRACTOR: [insert name and address] Contractor’s Release or Waiver of Liens, conditional upon receipt of BY: (Signature of authorized representative) final payment. (Printed name and title) 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof. Subscribed and sworn to before me on this date: Notary Public: My Commission Expires: 7.33 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF PAGE LEFT INTENTIONALLY BLANK 1391441v1 7.34 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF STATEMENT OF CLAIM FORM Claim No. ___ for Contractor 1. Name of Contractor: __________________________________________________________. 2. Date written claim given: ________________. 3. Contractor's representative to contact regarding the claim: Name:________________________________ Title:_________________________ Telephone No. ____________________ (office) FAX No. ______________________ E-mail: ________________________________ 4. General description of claim: __________________________________________________________________________________________ ________________________________________________________________________________________ _________________________________________________________________________________________ 5. Contract Documents. If the claim is based upon any part or provision in the Contract Documents, including but not limited to pages in the Drawings and/or paragraphs in the Specifications, Owner-Contractor Agreement, General Conditions or Supplementary General Conditions, state upon which parts or provisions the claim is based: __________________________________________________________________________________________ __________________________________________________________________________________________ _______________________________________________________________________________________ 6. Delay claims: 6.1 Date delay commenced: ____________________ 6.2 Duration or expected duration of the delay, if known: _________________________ 6.3 Apparent cause of the delay and part of critical path affected: __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ ______________________________________________________________________________________ 6.4 Expected impact of the delay and recommendations for minimizing such impact: __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ ______________________________________________________________________________________ 7. Additional compensation. Set forth in detail all additional compensation to which the Contractor believes it is entitled with respect to this claim: __________________________________________________________________________________________ __________________________________________________________________________________________ _______________________________________________________________________________________ 8. Truth of Claim. By submitting this claim, the Contractor and its representative certify that after conscientious and thorough review and to the best of his or her knowledge and belief a) the information in this State of Claim is accurate, b) the Contractor is entitled to recover the compensation in paragraph 7, and c) the Contractor has not knowingly presented a false or fraudulent claim. The Contractor by its authorized representative must acknowledge this Statement of Claim before a notary public. CONTRACTOR: By: Name and Title: Date: ___________________________ 7.33 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF PAGE LEFT INTENTIONALLY BLANK 1391441v1 7.34 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF CONTRACTOR'S ACKNOWLEDGMENT State of Ohio County of _______________________, ss: ___________________________ first being sworn, states that after conscientious and thorough review the statements made in attached Statement of Claim Form are true to the best of his or her knowledge and belief. _________________________________________ Sworn to before me a notary public by _________________________ on _______ __, 20___. ________________________________________ Notary Public WHEN COMPLETED, FORWARD A COPY OF THIS NOTICE AND STATEMENT OF CLAIM FORM TO THE OWNER AND ENGINEER AS DESCRIBED IN THE INSTRUCTIONS FOR COMPLETING THE NOTICE AND STATEMENT OF CLAIM FORM. Statement of Claim Form 1391879V1 7.35 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF PAGE LEFT INTENTIONALLY BLANK 1391441v1 7.36 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF INSTRUCTIONS FOR COMPLETING THE STATEMENT OF CLAIM FORM 1. Completing the Statement of Claim Form ("Claim Form") is a material term of the Contract. The Claim Form tells the Owner and Engineer that the Contractor is making a Claim and that they need to act promptly to mitigate the effects of the occurrence giving rise to the Claim. The Claim Form also provides them with information so that they can mitigate such effects. The Contractor acknowledges that constructive knowledge of the conditions giving rise to the Claim through job meetings, correspondence, site observations, etc. is inadequate notice, because knowledge of these conditions does not tell the Owner and Engineer that the Contractor will be making a Claim and most often is incomplete. 2. The Contractor must provide preliminary information in all blanks in the Claim Form, except for paragraph 7, within the ten (10) day period required by the Contract Documents. After providing the preliminary information, the Contractor must supplement the Claim Form with complete and detailed information within thirty (30) days of submitting the Claim Form. If the space provided in the Claim Form is insufficient, the Contractor, as necessary to provide complete and detailed information, must attach pages with the required information to the Claim Form. 3. Paragraph 4. The Contractor must state what it wants, i.e., time and/or compensation, and the reason why it is entitled to time and/or compensation. 4. Paragraph 5. The Contractor must identify the exact provisions of the Contract Documents it is relying on in making its Claim. For example, if the Claim is for a change in the scope of the Contractor's Work, the Contractor must identify the specific provisions of the Specifications, and the Plan sheets and details that provide the basis for the scope change. 5. Paragraph 6. This paragraph applies to delay claims, including delays that the Contractor believes result in constructive acceleration. The Contractor must identify the cause of the delay, party or parties responsible, and what the party did or did not do that caused the delay, i.e., specific work activities. The Contractor acknowledges that general statements are not sufficient, and do not provide the Owner with sufficient information to exercise the remedies available to the Owner or to mitigate the effects of the delay. For example, if the Contractor claims a slow response time on submittals caused a delay, the Contractor must identify the specific submittals, all relevant dates, and then show on the applicable schedule, by circling or highlighting, the activities immediately affected by the delays. Also for example, if the Contractor claims it was delayed by another Contractor, the Contractor must identify the delaying Contractor, specifically what the delaying Contractor did or did not do that caused the delay, and then show on the applicable schedule, by circling or highlighting, the activities immediately affected by the delays. Further by example, if the Contractor seeks an extension of time for unusually severe weather, the Contractor must submit comparative weather data along with a record of the actual weather at the job site and job site conditions. 6. Paragraph 6.4. Time is of the essence under the Contract Documents. If there is a delay, it is important to know what can be done to minimize the impact of the delay. It therefore is important that the Contractor provide specific recommendations on how to do so. 7. Paragraph 7. The Contractor must provide a specific and detailed breakdown of the additional compensation it seeks to recover. For future compensation, the Contractor shall provide its best estimate of such compensation. 8. Paragraph 8 and Acknowledgment. In completing the Claim Form, the Contractor and its representative certify that after conscientious and thorough review and to the best of its knowledge and belief (a) the information in this Claim Form is accurate, (b) the Contractor is entitled to recover the compensation in Paragraph 7, and (c) the Contractor has not knowingly presented a false or fraudulent claim. The Contractor by its authorized representative must acknowledge this Statement of Claim before a notary public at the time of the preliminary submission and also when making the supplemental submission. End of Instructions Statement of Claim Form 1391879V1 7.37 Village of Buckeye Lake Nutrient Reduction Project (Buck11-04M) BL SWIF PAGE LEFT INTENTIONALLY BLANK 1391441v1 7.38 8.0 STANDARD CONSTRUCTION DRAWINGS PAGE LEFT INTENTIONALLY BLANK " 2’-3" NOTES " Grate GENERAL: Catch Basins 2-2A and 2-2B are not intended for traffic bearing applications. 2" 1 " 5" CATCH BASINS 2-2AThis &B: sheet depicts Catch Basin 2-2A. See Sheet 2 of 2 for Catch Basin 2-2B. Flowline C 1" C C Angle frame "DUMP NO WASTE" and "DRAINS TO WATERWAY" 8" 2’-0" 8" Print text in bold, capital letters at least " high. "WATERWAY" may be substituted with "STREAM", "RIVER", "LAKE", etc. Actual placement and logo may vary per manufacturer. REVISIONS WALLS: Construct brick or cast-in-place walls with a nominal 8" thickness. Provide precast walls at least 6" thick with sufficient reinforcing to permit shipping and handling without damage. Do not use brick above the flow line of the side opening for Type 2-2A. 1-18-13 Matt PRECAST BASE: If a precast base is used, set it deep enough so that the top can be placed on the base to provide the grate elevation specified in the plans. Do not use brick layers to adjust the top elevation. LOCATION AND ELEVATION: When given on the plans, location is the top center of the grate and the elevation is the flow line of the side inlet. MINIMUM DEPTH: The minimum depth of CB No. 2-2A is the outside diameter (O.D.) of the outlet pipe plus 7". Permissible const. joint A Bottom slab may be precast separately and the outlet pipe placed on top of it with the bottom shaped to drain. OPENINGS: Obtain the Engineer’s approval for any pipe openings greater than 4" from the outside of the pipe to the structure. Fill any voids per CMS 611 SECTION B-B SECTION A-A 2-2A SIDE INLETS: Provide inlets on both sides of the No. 2-2A catch basin in sags and on upstream side only where the ditch has a continuous down grade past the catch basin. Do not use CB 2-2A within the Clear Zone. The flow line should be 4" to 6" below normal ditch returning to normal 10’ to 15’ each side of the inlet. 2’-3" B All grate edges to be 1 " B 7-15-05 7-20-12 6" Permissible const. joint 7-19-02 CONCRETE: Use 4000 psi compressive strength for cast-in-place concrete. Meet the requirements of CMS 706.13 for all precast concrete and mark with the catch basin number. Flowline B 7-20-01 Cozzoli 8" rounded " radii. 2 " 2 1" (Typ.) 8" 8" 8" " " min. 2’-0" 1 2-2A N o’s " min. (Typ.) B 1" (Typ.) PLAN SECTION C-C CATCH BASIN No. 2-2A SECTION THRU ANGLE FRAME FOR STANDARD No. 2-2A CATCH BASIN C B -1.1 B SCD NUMBER 8" 1 " 2" 1 " 8" 8" 1 "( Typ.) 27" Grate 2" B A S IN S 2" 2’ -3 CONSTRUCTION INFORMATION Minimum weight of grate, 120 lbs. Minimum weight of frame, 40 lbs. CA TCH A " A STANDARD HYDRAULIC CONSTRUCTION DRAWING A 2’ -0" A 1 " & B 8" 8" " PAYMENT: All materials and labor, including excavation and backfilling, are paid for under Item 611 - Catch Basin, No. 2-2A. H Y D R A U LIC 2’-0" Variable depth 6’ max. 8" Cast the following text into the top of the grate: E N G IN E E R IN G C GRATE AND FRAME: Furnish a design essentially the same and equally as strong as the one shown (see Construction Information table), or meet the requirements of CMS 711.14. Provide grate openings and dimensions as shown here unless otherwise shown in the plans. 2" ROADWAY HYDRAULIC ENGINEER Angle frame OF 1 " 2" " 1" Grate STATE HYDRAULIC ENGINEER 1" O FFIC E 2’-3" STATE OF OHIO DEPARTMENT OF TRANSPORTATION A B 1 2 B " 1 " Grate 2" NOTES Flowline CATCH BASINS 2-2A This & B: sheet depicts Catch Basin 2-2B. Sheet 1 of 2 for Catch Basin 2-2A. 1 " GRATE: Furnish a design essentially the same and equally as strong as the one shown (see Construction Information table), or meet the requirements of CMS 711.14. Provide grate openings and dimensions as shown here unless otherwise shown in the plans. 1" 8" 2’-0" 8" 2" C 8" C 2’-0" If necessary, bicycle safe grates will be specified in the plans. Furnish Neenah No. R-4859-C or East Jordan No. 5110 Type M3 bicycle safe grates or approved equals. 8" Cast the following text into the top of the grate: "DRAINS TO WATERWAY" "DUMP and NO WASTE" REVISIONS Print text in bold, capital letters at least " high. "WATERWAY" may 7-20-01 be substituted with "STREAM", "RIVER", "LAKE", etc. Actual placement and logo may vary per manufacturer. 7-19-02 WALLS: Construct brick or cast-in-place walls with a nominal 8" thickness. Provide precast walls at least 6" thick with sufficient reinforcing to permit shipping and handling without damage. CONCRETE: Use 4000 psi compressive strength for cast-in-place concrete. Meet the requirements of CMS 706.13 for all precast concrete and mark with the catch basin number. Flowline 7-15-05 7-20-12 1-18-13 Matt C Variable depth 6’ max. C See Cozzoli Grate 2’-3" STATE HYDRAULIC ENGINEER " 1" 1" STATE OF OHIO DEPARTMENT OF TRANSPORTATION " ROADWAY HYDRAULIC ENGINEER 2’-3" 2" " A PRECAST BASE: If a precast base is used, set it deep enough so that 6" the top can be placed on the base to provide the grate elevation specified in the plans. Do not use brick layers to adjust the top elevation. LOCATION AND ELEVATION: When given on the plans, location and elevation are at the top center of the grate. When side openings are provided, the elevation is at the flow line of the side inlet. Permissible const. joint A it with the bottom shaped to drain MINIMUM DEPTH: The minimum depth of CB No. 2-2B is the outside diameter (O.D.) of the outlet pipe plus 4". SECTION B-B 2-2B GRATE ELEVATION: Place grate elevation 4" to 6" below normal ditch and return to normal 10’ to 15’ each side of inlet. B Obtain the Engineer’s approval for any pipe openings greater OPENINGS: than 4" from the outside of the pipe to the structure. Fill all voids per CMS 611 B 1 " All grate edges to be rounded " radii O FFIC E 2’-3" 2 2" CATCH BASIN 1 " 8" 8" Grate 2" 8" 8" 8" B 12" to 21" 2-2B 12" to 21" 2-2A N o’s B SECTION C-C PLAN C B -1.1 2’-0" SCD NUMBER 8" OUTLET PIPE SIZE 2-2A B A S IN S 2 " 2" 2’ -3 CONSTRUCTION INFORMATION Minimum weight of grate, 120 lbs. CA TCH " A STANDARD HYDRAULIC CONSTRUCTION DRAWING A A 2’ -0" A 1 " & B 8" 8" " PAYMENT: All materials and labor, including excavation and backfilling, are paid for under Item 611 - Catch Basin, No. 2-2B. H Y D R A U LIC SECTION A-A E N G IN E E R IN G Permissible const. joint Bottom slab may be precast separately and the outlet pipe placed on top or OF B CATCH BASIN No. 2-2B 2 2 1 4" PAYMENT: Erosion control pads and animal guards are included in the unit price bid for 10"x10" #4 U-Bar, Item 611 - __ Inch Conduit, Type __ . CMS 611 Conduit (4" or 6") Epoxy Coated 32" Mortar the void TOP VIEW Straight Bar, PAYMENT: The precast reinforced concrete outlet and wire mesh are paid at the contract unit price bid for Item 611 - Precast Reinforced Concrete Outlet. Epoxy Coated 24" Tied Concrete Block Mat, Type 1 is paid at the contract unit price bid Item for 601 - Tied Concrete Block Mat, Type 1. 9" 48 " 5" 2" SIDE VIEW STATE HYDRAULIC ENGINEER Tied Concrete Block Mat, Type 1. Make top flush with surface of the slope. FRONT VIEW OF 4" #4 U-Bar Epoxy Coated 1 6" 2" " 8 4 7-20-12 1-18-13 O FFIC E PRECAST REINFORCED CONCRETE OUTLET 2" " dia. bolt or rod in " dia. holes in pipe. A Rod 1"‘ CMS 611 Conduit 1’-6" Brick 6" 2’-0" " min. PLAN PROFILE EROSION CONTROL PAD AND ANIMAL GUARD FOR OUTLET PIPE SECTION A-A CONDUIT SIZE 4" 6" 8" 10" 12" 15" 18" No. of Bolts 2 3 5 6 7 9 11 O U T LE T S , D R A IN S Alternates " min. 9" grouted riprap or 6" 4000 psi compressive strength concrete D M -1.1 1" c/c A ND STANDARD HYDRAULIC CONSTRUCTION DRAWING Brick Pipe SCD NUMBER 2’ -0" Pipe A SEW ERS Erosion control pad H Y D R A U LIC " Typ. 6" PRECAST REINFORCED CONCRETE OUTLET: Provide a concrete outlet that meets CMS 611 requirements. as per CMS 611 28" #4 REVISIONS 7-19-02 7-18-03 1-21-05 10-21-05 4-21-06 1-21-11 E N G IN E E R IN G 6" 4" " Typ. Furnish galvanized steel bolts or rods for the animal guard per CMS 711.02. Instead of drilling or punching the " diameter holes into the pipe, a metal collar meeting all of the above requirements may be clamped onto the pipe if approved by the Engineer. 8" 8" Matt 4" 2" Cozzoli EROSION CONTROL PAD AND ANIMAL GUARDS: Provide these items at the outlet end of all farm drains except where they outlet into a drainage structure. 3x3 Mesh 16 gage steel hot galvanized wire cloth STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION METHODS ROADWAY HYDRAULIC ENGINEER 1 2" Typ. " Typ. NOTES 1 3 SPRING DRAIN: Aggregates, tarred paper, tarred burlap, or geotextile fabric backfill and necessary excavation for spring drains are included for payment in the unit price bid per Foot Item for 605, Aggregate Drains for Springs. 3’ min. Precast reinforced Pay length concrete outlet 4" min. STATE HYDRAULIC ENGINEER STATE OF OHIO DEPARTMENT OF TRANSPORTATION NOTES REVISIONS Pipe Underdrain PAYMENT: The precast reinforced concrete outlet and wire mesh is paid at the contract unit price bid for Item 611 - Precast Reinforced Concrete Outlet. 4" min. Tied Concrete Block Mat, Type 1, 48"x48" Tied Concrete Block Mat, Type 1 is paid at the contract unit price bid Item for 601 - Tied Concrete Block Mat, PLAN Matt 3’ PRECAST REINFORCED CONCRETE OUTLET: Provide a concrete outlet that meets CMS 611 requirements. 7-19-02 7-18-03 1-21-05 10-21-05 4-21-06 1-21-11 7-20-12 1-18-13 Cozzoli PAYMENT: The pipe is included in the unit price bid per Foot for Item 605 - 6" Unclassified Pipe Underdrains for Springs. A ROADWAY HYDRAULIC ENGINEER A Type 1. Item 605, 6" Unclassified Pipe Underdrains for Springs Tied Concrete Block Mat, Type 1, 48"x48" SECTION A-A SCD NUMBER SPRING DRAIN DETAIL 2 H Y D R A U LIC E N G IN E E R IN G SEW ERS A ND O FFIC E 6" 18" 2’ -6" No. 57 or No. 467 Aggregate STANDARD HYDRAULIC CONSTRUCTION DRAWING 6" Precast reinforced concrete outlet CMS 61 1 .06 per CMS 605.03.C Backfill as per No. 8 Aggregate Granular filter as O U T LE T S , D R A IN S e d a ed Gr h s i n i F D M -1.1 OF Tarred paper, tarred burlap or Type B Geotextile Fabric per CMS 712.09. 3 MASONRY COLLARS: Provide a masonry collar where plans require that a pipe extension be joined to the end of an existing pipe with a butt joint. The cost is included in the unit price bid for the new conduit. RIPRAP CUTOFF WALL: 6" 4000 psi compressive strength concrete collar CMS 611.06 REVISIONS 7-19-02 7-18-03 1-21-05 10-21-05 4-21-06 1-21-11 7-20-12 1-18-13 125% of O.D., min. MASONRY COLLAR Matt 4 D. . I O.D. O. D. ROADWAY HYDRAULIC ENGINEER 4" min. 2: 1 5’-0" Channel Invert Pay Item for cutoff wall includes any additional concrete required to support cutoff wall. 6" Reinforced concrete slab Undisturbed soil As per CMS 601.04.D, reinforce the slab approximately midway between the top and bottom of the slab, with steel bars or fabricated reinforcement equivalent to #3 round bars, at 24" o.c. in two directions, or wire fabric according SCD to BP-1.1. RIPRAP CUTOFF WALL SCD NUMBER H Y D R A U LIC 9" 3 D M -1.1 6" extension located 6" below pipe opening for precast headwalls. Cutoff wall 2’ -6" minimum Pipe Invert STANDARD HYDRAULIC CONSTRUCTION DRAWING 9" 6" below pipe invert CONCRETE CRADLE SEW ERS Plain or reinforced 4000 psi compressive strength concrete cradle A ND 6" in rock O U T LE T S , D R A IN S OF 18" max. O FFIC E 4 I.D. 6" min. E N G IN E E R IN G 4" min. Cozzoli Backfill as per min. The cost of the cutoff wall is included in the unit price bid for Item 601 Riprap Using 6" Reinforced Concrete Slab. STATE HYDRAULIC ENGINEER NOTES STATE OF OHIO DEPARTMENT OF TRANSPORTATION 12" min. 3 Finished Ground Conduit TRENCH DIMENSIONS MATERIAL SW WIDTH (W) Long Span 2’ Span+2(2) Concrete 0.165 X Span 1.33 X Span Metal & Plastic 0.5 + 0.125 X Span 1.25 X Span + 1 Conduit 2X Span 2X Span Side Width (SW) Typ. STATE HYDRAULIC ENGINEER Original Ground STATE OF OHIO DEPARTMENT OF TRANSPORTATION EXCAVATION METHODS Side Width (SW) Typ. Span Span REVISIONS Use Embankment per SS 811. Conduit Span is the horizontal distance from outside Minimum Constructed Embankment wall to outside wall or outside corrugation measured at the widest point of the conduit. Conduit Rise is the vertical distance from outside Matt METHOD B-FILL Cozzoli Use Structural Backfill Type 1, 2, or 3 per CMS 811. METHOD A-CUT OTHERWISE NOTED. This drawing is intended for use in conjuction with SS 811 only. at the middle of the conduit. BEDDING TYPES Trench Width (W) O FFIC E All dimensions are in feet unless specified. H Y D R A U LIC OF wall to outside wall or outside corrugation measured Trench Width (W) E N G IN E E R IN G NOTES Depth ROADWAY HYDRAULIC ENGINEER Trench Width (W) 0.5X Span + Depth ( IN BRACKETS [] ) ARE Original Ground ALL METRIC DIMENSIONS Trench Width (W) IN MILLIMETERS UNLESS 7-19-02 1-21-05 4-21-06 7-15-11 1-18-13 Trench Width as Conduit Use Type 4 Bedding for Type E & F Conduits 0.30 X Rise (Min.) Depth = 3’’ Min. for All 706 Conduits 6’’ Min. for All Other Conduits 6’’ Min. 1/3 W TYPE 1 BEDDING 1/3 W 1/3 W TYPE 2 BEDDING 1/3 W 1/3 W 1/3 W C O N D U IT Use Type 2 Bedding for Type A, B, C & D Conduits Except for Long Span and Conduits Requiring Type 3 Bedding. *706.05 or 706.051 and 706.052 on Slab Bottoms Rise TYPE 3 & 4 BEDDING Structural The Middle 1/3 W Under the Scarify and Loosen the Middle Conduit Shall Be Uncompacted 1/3 W Under the Conduit for Type 3 Bedding D M -1.4 Backfill SCD NUMBER Conduit* Use Type 3 Bedding for 706.01, 706.02, or 706.03 Type C & D Conduits STANDARD HYDRAULIC CONSTRUCTION DRAWING Conduit IN S T A LLA T IO N Detailed in Plans 1 2 Trench Width (W) Original Ground Lesser of 1 X Span or 4’ (Typ.) Conduit Trench Width (W) Conduit Conduit 4’ Min. * 2’ Min. * 6’’ Min. STATE HYDRAULIC ENGINEER Trench Width (W) STATE OF OHIO DEPARTMENT OF TRANSPORTATION BACKFILL CONDITIONS Embankment REVISIONS Original Ground Original Ground * Fill to Subgrade Elevation if Less Than Min. 2’ Min. 2’ Min. 2’ Min. ** PLASTIC CONDUIT, TYPE C & D -FILL LONG SPAN-CUT LONG SPAN-FILL Depth 0.5 X Span (Typ.) + Depth 7-19-02 1-21-05 4-21-06 7-15-11 1-18-13 Matt Span Cozzoli Fill to Top of Conduit Span ROADWAY HYDRAULIC ENGINEER Span Conduit Original Ground H Y D R A U LIC Original Ground Trench Width (W) E N G IN E E R IN G Lesser of 1 X Span or 4’ (Typ.) O FFIC E OF ** For All Other Type C & D Conduits Place & Compact Backfill on Top of Bedding. Conduit 2’ Min. Conduit 4’ Min. * 0.5 X Span (Typ.) + Depth ** PLASTIC CONDUIT, TYPE C-CUT Depth CONDUIT, TYPE A & B-FILL - Construction Embankment - Structural Backfill NOTES Backfill Conduits per SS 811. 2 IN S T A LLA T IO N CONDUIT TYPE A & B-CUT Original Ground C O N D U IT Span D M -1.4 Span SCD NUMBER Span STANDARD HYDRAULIC CONSTRUCTION DRAWING 6’’ Min. 2 A 6’ min. width for Rock width for Rock Point "A" Point "A" 2"x4" Stiffener (Typ) 2"x4" Stiffener (Typ) Point "B" Points "A" should be higher than Point "B" STATE HYDRAULIC ENGINEER DITCH CHECKS 6’ min. STATE OF OHIO DEPARTMENT OF TRANSPORTATION A Aggregate REVISIONS Aggregate 12-01-08 A A 4-17-09 7-20-12 CROSS-SECTIONAL VIEW OF FLAT BOTTOM DITCH CROSS-SECTIONAL VIEW OF "V" DITCH Furnish filter fabric ditch checks consisting of the following materials: 1. Filter Fabric Fence (Typ) Matt Cozzoli MATERIALS: ROADWAY HYDRAULIC ENGINEER NOTES FILTER FABRIC DITCH CHECKS: 30" wide filter fabric with sound wood supports with maximum on-center spacing of 10’. Use filter fabric conforming to 712.09, Type C. A vertically driven 2"x4" stiffener stake in the center of the ditch. 3. Aggregate conforming to one of the following gradations: No. 1 through No. 4 on Table 703.01-1. OF CONSTRUCTION: 9" PROFILE VIEW OF FLAT BOTTOM AND V DITCH O FFIC E Trench the filter fabric fence as detailed for PERIMETER FILTER FABRIC FENCE (see Sheet 2). Place a vertical 2"x4" stiffener stake in the center of the ditch with the top level to the top of the fence and at least 6" below the bottom of the ditch. Excavate for aggregate and place the aggregate on the downstream side of the ditch check. 2’ If the Engineer determines that rock should not be used for the filter fabric ditch checks, replace aggregate with straw bales configured with minimal gaps between bales. Tightly place each bale adjacent to one another. Entrench 2" to 3" into the ground prior to staking. Firmly stake each bale with at least two stakes. H Y D R A U LIC When using straw bales, furnish 30" long 2"x2" wooden stakes, reinforcing bars or fence posts to stake straw bales in place. Flow E N G IN E E R IN G 1 2" 30" 2. C O NTRO L PAYMENT: SECTION A-A The Department will pay for accepted quantities at the prices shown in Appendix F of Supplemental Specification 832 (SS832) for the following items: NOTES ROCK CHECKS: 2’ MATERIALS: Furnish material conforming to Item 601 - Rock Channel Protection, Type C or D, Without Filter. CONSTRUCTION: If the Engineer determines that rock should not be used for the rock checks, replace rock channel protection with straw bales configured with minimal gaps between bales. Tightly place each bale adjacent to one another. Entrench 2" to 3" into the ground prior to staking. Firmly stake each bale with at least two stakes. E R O S IO N min. 6" width for Rock C O N S T R U C T IO N All items shown on this Standard Construction Drawing that are required for construction that are not specifically identified in SS832 Appendix F are considered incidental. 6’ min. STANDARD HYDRAULIC CONSTRUCTION DRAWING - Filter Fabric Ditch Check PAYMENT: - Rock Channel Protection, Type C or D, Without Filter CROSS-SECTIONAL VIEW ROCK CHECK All items shown on this Standard Construction Drawing that are required for construction that are not specifically identified in SS832 Appendix F are considered incidental. D M -4.4 The Department will pay for accepted quantities at the prices shown in Appendix F of Supplemental Specification 832 (SS832) for the following items: SCD NUMBER Minimum dimensions: 2’ high x 6’ wide x 3’ long 1 2 Direction of flow STATE HYDRAULIC ENGINEER Direction of flow Direction of flow STATE OF OHIO DEPARTMENT OF TRANSPORTATION 6" 6" PERIMETER FILTER FABRIC FENCE 6" REVISIONS 4-29-02 Excavate a 6"x6" trench along the proposed fence line. Place fabric and support stakes and extend fabric into the trench. Backfill and compact the excavated soil. STEP 1 STEP 2 STEP 3 7-19-02 12-01-08 4-17-09 Matt NOTES MATERIALS: Cozzoli ROADWAY HYDRAULIC ENGINEER 7-20-12 Furnish 30" wide filter fabric with sound wood supports with maximum on-center spacing of 10’. Use filter fabric conforming to 712.09, Type C. CONSTRUCTION: Trench the filter fabric fence as detailed. The contractor may elect to trench the fence detailed on steps 1 through 3 in one plowing operation. NOTES Filter Fabric over 2"x4" Frame 2"x4" Frame 1 2" ( TYP) Furnish inlet protection consisting of 18" wide filter fabric fence with a securely nailed 2"x4" wood frame with a vertically driven 2"x4" on the inlet, or flow, side of the structure. Use filter fabric conforming to 712.09, Type C. CONSTRUCTION: Construct an 18" wide filter fabric fence supported around a storm drain inlet or catch basin with a securely nailed 2"x4" wood frame. Excavate a 6" trench around the inlet, and drive support posts 6" below the excavated trench bottom. Stretch the fabric around the frame. Secure it tightly, ensuring that 6" of fabric is in the trench. Overlap the fabric on one side of the inlet so that the fabric ends are not attached to the same post. Backfill and compact the excavated soil tightly onto the fabric. Place a vertical 2"x4" in the center of the inlet so that the top is at the top of the fence and the bottom is at least 6" below the bottom of the ditch. PAYMENT: Inlet side 2"x4" H Y D R A U LIC The Department will pay for accepted quantities at the prices shown in Appendix F of Supplemental Specification 832 (SS832) for the following items: INLET PROTECTION All items shown on this Standard Construction Drawing that are required for construction that are not specifically identified in SS832 Appendix F are considered incidental. 2 D M -4.4 - Inlet Protection SCD NUMBER 6" ( TYP) Di r ecti on of fl ow 6" ( TYP) MATERIALS: STANDARD HYDRAULIC CONSTRUCTION DRAWING INLET PROTECTION C O NTRO L All items shown on this Standard Construction Drawing that are required for construction that are not specifically identified in SS832 Appendix F are considered incidental. E R O S IO N - Perimeter Filter Fabric Fence C O N S T R U C T IO N O FFIC E OF The Department will pay for accepted quantities at the prices shown in Appendix F of Supplemental Specification 832 (SS832) for the following items: E N G IN E E R IN G PAYMENT: 2