Common use of PROJECT PLANNING AND CONSTRUCTION Clause in Contracts

PROJECT PLANNING AND CONSTRUCTION. A. The COUNTY will retain a professional engineering firm to perform the preliminary engineering for the PROJECT. The COUNTY will select and hire the firm from the STATE’S current consultant retainer list for the bridge design category of work. The requirements of the preliminary engineering services to be performed by the firm are identified in the attached Exhibit B. B. The COUNTY will select and hire a geotechnical firm to conduct the foundation investigation if the STATE’S Geotechnical Office is unable to meet the project timeline. The firm must be on the STATE’S current consultant retainer list for the local geotechnical services category of work. The COUNTY will submit a copy of the contract between the geotechnical firm and the COUNTY to the STATE. The requirements to be performed by the firm are identified in the attached Exhibit B. C. The COUNTY will require the design firm to submit plans, design calculations, and check design calculations to the STATE. D. The COUNTY will also require the design firm to load rate each structure, including culverts that are bridge length, in accordance with the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions using the LRFR method currently in place at the time of execution of the design engineering contract. The design firm will perform an HL-93 design load rating for each structure. The design firm will analyze the AASHTO HS20 vehicle for Inventory and Operating Ratings. The design firm will also perform a legal load rating for South Dakota legal trucks, the notional rating load, and the four specialized hauling vehicles. The design firm will submit a copy of the rating analyses to the STATE. The STATE will review load ratings and provide comments to the design firm. The design firm will address all STATE comments to the satisfaction of the STATE. The design firm will provide a separate summary table of all load ratings to be included in the STATE’S bridge inspection file. E. If applicable, the COUNTY will also require the bridge design engineering firm to submit scour analyses and develop a Quality Control/Quality Assurance (QC/QA) plan. The QC/QA plan must follow the format developed by the STATE. F. The parties recognize that unanticipated and time-sensitive work may be needed for completion of the PROJECT and that delays in completing such work could jeopardize the PROJECT schedule. The COUNTY authorizes the STATE to write work orders and hire consultants for the PROJECT for unanticipated and time-sensitive work that must be completed promptly in order to avoid PROJECT delays and increased PROJECT costs. The COUNTY’S signature will not be required for these work orders or consultant agreements, and the COUNTY agrees to pay for the cost of this additional work in accordance with the provisions of this Agreement. The STATE will notify the COUNTY of the purpose and need of any such work orders or consultant agreements prior to the STATE issuing a Notice to Proceed for the additional work. The STATE will provide the COUNTY with a fully executed copy of any work order or consultant agreement executed by the STATE pursuant to this section of the Agreement. G. The COUNTY will obtain and submit to the STATE a copy of the bid documents, plans, and specifications sealed and signed by a professional engineer licensed in the State of South Dakota. The COUNTY will address, in writing, all comments made by the STATE to the STATE’S satisfaction. The COUNTY must obtain the STATE’S approval of the final bid documents, plans, and specifications before proceeding with any award of the contract. H. If applicable, the COUNTY will have the design engineer review shop plans of prefabricated products. I. The COUNTY will retain a construction engineering firm to perform the construction engineering services for the PROJECT. The COUNTY will select and hire the firm from the STATE’S current consultant retainer list for construction administration, inspection, and testing. The requirements of the construction engineering services to be performed are identified in the attached Exhibit X. X. The STATE will review and approve a quality assurance and testing plan for construction testing and inspection. K. As part of the PROJECT, one or more signs will be erected to indicate the PROJECT was built with a BIG. The COUNTY will be responsible for maintaining these signs for the life of the bridge. L. The COUNTY will notify the STATE upon completion of the rehabilitation/replacement work under this Agreement. M. The STATE will conduct a final inspection of the PROJECT.

PROJECT PLANNING AND CONSTRUCTION. A. The COUNTY will retain a professional engineering firm to perform the preliminary engineering for the PROJECT. The COUNTY will select and hire the firm from the STATE’S current consultant retainer list for the bridge design category of work. The requirements of the preliminary engineering services to be performed by the firm are identified in the attached Exhibit B. B. The COUNTY will select and hire a geotechnical firm to conduct the foundation investigation if the STATE’S Geotechnical Office is unable to meet the project timeline. The firm must be on the STATE’S current consultant retainer list for the local geotechnical services category of work. The COUNTY will submit a copy of the contract between the geotechnical firm and the COUNTY to the STATE. The requirements to be performed by the firm are identified in the attached Exhibit B. C. The COUNTY will require the design firm to submit plans, design calculations, and check design calculations to the STATE. D. C. The COUNTY will also require the design firm to load rate each structure, including culverts that are bridge length, in accordance with the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions using the LRFR method currently in place at the time of execution of the design engineering contract. The design firm will perform an HL-93 design load rating for each structure. The design firm will analyze the AASHTO HS20 vehicle for Inventory and Operating Ratings. The design firm will also perform a legal load rating for South Dakota legal trucks, the notional rating load, and the four specialized hauling vehicles. The design firm will submit a copy of the rating analyses to the STATE. The STATE will review load ratings and provide comments to the design firm. The design firm will address all STATE comments to the satisfaction of the STATE. The design firm will provide a separate summary table of all load ratings to be included in the STATE’S bridge inspection file. E. D. If applicable, the COUNTY will also require the bridge design engineering firm to submit scour analyses and develop a Quality Control/Quality Assurance (QC/QA) plan. The QC/QA plan must follow the format developed by the STATE. F. E. The parties recognize that unanticipated and time-sensitive work may be needed for completion of the PROJECT and that delays in completing such work could jeopardize the PROJECT schedule. The COUNTY authorizes the STATE to write work orders and hire consultants for the PROJECT for unanticipated and time-sensitive work that must be completed promptly in order to avoid PROJECT delays and increased PROJECT costs. The COUNTY’S signature will not be required for these work orders or consultant agreements, and the COUNTY agrees to pay for the cost of this additional work in accordance with the provisions of this Agreement. The STATE will notify the COUNTY of the purpose and need of any such work orders or consultant agreements prior to the STATE issuing a Notice to Proceed for the additional work. The STATE will provide the COUNTY with a fully executed copy of any work order or consultant agreement executed by the STATE pursuant to this section of the Agreement. G. F. The COUNTY will obtain and submit to the STATE a copy of the bid documents, plans, and specifications sealed and signed by a professional engineer licensed in the State of South Dakota. The COUNTY will address, in writing, all comments made by the STATE to the STATE’S satisfaction. The COUNTY must obtain the STATE’S approval of the final bid documents, plans, and specifications before proceeding with any award of the contract. H. G. If applicable, the COUNTY will have the design engineer review shop plans of prefabricated products. I. H. The COUNTY will retain a construction engineering firm to perform the construction engineering services for the PROJECT. The COUNTY will select and hire the firm from the STATE’S current consultant retainer list for construction administration, inspection, and testing. The requirements of the construction engineering services to be performed are identified in the attached Exhibit X.C. X. I. The STATE will review and approve a quality assurance and testing plan for construction testing and inspection. K. J. As part of the PROJECT, one or more signs will be erected to indicate the PROJECT was built with a BIG. The COUNTY will be responsible for maintaining these signs for the life of the bridge. L. K. The COUNTY will notify the STATE upon completion of the rehabilitation/replacement preservation work under this Agreement. M. L. The STATE will conduct a final inspection of the PROJECT.

PROJECT PLANNING AND CONSTRUCTION. A. The COUNTY CITY will retain a professional engineering firm to perform the preliminary engineering for the PROJECT. The COUNTY CITY will select and hire the firm from the STATE’S current consultant retainer list for the bridge design category of work. The requirements of the preliminary engineering services to be performed by the firm are identified in the attached Exhibit B. B. The COUNTY will select and hire a geotechnical firm to conduct the foundation investigation if the STATE’S Geotechnical Office is unable to meet the project timeline. The firm must be on the STATE’S current consultant retainer list for the local geotechnical services category of work. The COUNTY will submit a copy of the contract between the geotechnical firm and the COUNTY to the STATE. The requirements to be performed by the firm are identified in the attached Exhibit B. C. The COUNTY CITY will require the design firm to submit plans, design calculations, and check design calculations to the STATE. D. C. The COUNTY CITY will also require the design firm to load rate each structure, including culverts that are bridge length, in accordance with the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions using the LRFR method currently in place at the time of execution of the design engineering contract. The design firm will perform an HL-93 design load rating for each structure. The design firm will analyze the AASHTO HS20 vehicle for Inventory and Operating Ratings. The design firm will also perform a legal load rating for South Dakota legal trucks, the notional rating load, and the four specialized hauling vehicles. The design firm will submit a copy of the rating analyses to the STATE. The STATE will review load ratings and provide comments to the design firm. The design firm will address all STATE comments to the satisfaction of the STATE. The design firm will provide a separate summary table of all load ratings to be included in the STATE’S bridge inspection file. E. D. If applicable, the COUNTY CITY will also require the bridge design engineering firm to submit scour analyses and develop a Quality Control/Quality Assurance (QC/QA) plan. The QC/QA plan must follow the format developed by the STATE. F. E. The parties recognize that unanticipated and time-sensitive work may be needed for completion of the PROJECT and that delays in completing such work could jeopardize the PROJECT schedule. The COUNTY CITY authorizes the STATE to write work orders and hire consultants for the PROJECT for unanticipated and time-sensitive work that must be completed promptly in order to avoid PROJECT delays and increased PROJECT costs. The COUNTYCITY’S signature will not be required for these work orders or consultant agreements, and the COUNTY CITY agrees to pay for the cost of this additional work in accordance with the provisions of this Agreement. The STATE will notify the COUNTY CITY of the purpose and need of any such work orders or consultant agreements prior to the STATE issuing a Notice to Proceed for the additional work. The STATE will provide the COUNTY CITY with a fully executed copy of any work order or consultant agreement executed by the STATE pursuant to this section of the Agreement. G. F. The COUNTY CITY will obtain and submit to the STATE a copy of the bid documents, plans, and specifications sealed and signed by a professional engineer licensed in the State of South Dakota. The COUNTY CITY will address, in writing, all comments made by the STATE to the STATE’S satisfaction. The COUNTY CITY must obtain the STATE’S approval of the final bid documents, plans, and specifications before proceeding with any award of the contract. H. G. If applicable, the COUNTY CITY will have the design engineer review shop plans of prefabricated products. I. H. The COUNTY CITY will retain a construction engineering firm to perform the construction engineering services for the PROJECT. The COUNTY CITY will select and hire the firm from the STATE’S current consultant retainer list for construction administration, inspection, and testing. The requirements of the construction engineering services to be performed are identified in the attached Exhibit X.C. X. I. The STATE will review and approve a quality assurance and testing plan for construction testing and inspection. K. J. As part of the PROJECT, one or more signs will be erected to indicate the PROJECT was built with a BIG. The COUNTY CITY will be responsible for maintaining these signs for the life of the bridge. L. K. The COUNTY CITY will notify the STATE upon completion of the rehabilitation/replacement preservation work under this Agreement. M. L. The STATE will conduct a final inspection of the PROJECT.

PROJECT PLANNING AND CONSTRUCTION. A. The COUNTY CITY will retain a professional engineering firm to perform the preliminary engineering for the PROJECT. The COUNTY CITY will select and hire the firm from the STATE’S current consultant retainer list for the bridge design category of work. The requirements of the preliminary engineering services to be performed by the firm are identified in the attached Exhibit B. B. The COUNTY CITY will select and hire a geotechnical firm to conduct the foundation investigation if the STATE’S Geotechnical Office is unable to meet the project timeline. The firm must be on the STATE’S current consultant retainer list for the local geotechnical services category of work. The COUNTY CITY will submit a copy of the contract between the geotechnical firm and the COUNTY CITY to the STATE. The requirements to be performed by the firm are identified in the attached Exhibit B. C. The COUNTY CITY will require the design firm to submit plans, design calculations, and check design calculations to the STATE. D. The COUNTY CITY will also require the design firm to load rate each structure, including culverts that are bridge length, in accordance with the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions using the LRFR method currently in place at the time of execution of the design engineering contract. The design firm will perform an HL-93 design load rating for each structure. The design firm will analyze the AASHTO HS20 vehicle for Inventory and Operating Ratings. The design firm will also perform a legal load rating for South Dakota legal trucks, the notional rating load, and the four specialized hauling vehicles. The design firm will submit a copy of the rating analyses to the STATE. The STATE will review load ratings and provide comments to the design firm. The design firm will address all STATE comments to the satisfaction of the STATE. The design firm will provide a separate summary table of all load ratings to be included in the STATE’S bridge inspection file. E. If applicable, the COUNTY CITY will also require the bridge design engineering firm to submit scour analyses and develop a Quality Control/Quality Assurance (QC/QA) plan. The QC/QA plan must follow the format developed by the STATE. F. The parties recognize that unanticipated and time-sensitive work may be needed for completion of the PROJECT and that delays in completing such work could jeopardize the PROJECT schedule. The COUNTY CITY authorizes the STATE to write work orders and hire consultants for the PROJECT for unanticipated and time-sensitive work that must be completed promptly in order to avoid PROJECT delays and increased PROJECT costs. The COUNTYCITY’S signature will not be required for these work orders or consultant agreements, and the COUNTY CITY agrees to pay for the cost of this additional work in accordance with the provisions of this Agreement. The STATE will notify the COUNTY CITY of the purpose and need of any such work orders or consultant agreements prior to the STATE issuing a Notice to Proceed for the additional work. The STATE will provide the COUNTY CITY with a fully executed copy of any work order or consultant agreement executed by the STATE pursuant to this section of the Agreement. G. The COUNTY CITY will obtain and submit to the STATE a copy of the bid documents, plans, and specifications sealed and signed by a professional engineer licensed in the State of South Dakota. The COUNTY CITY will address, in writing, all comments made by the STATE to the STATE’S satisfaction. The COUNTY CITY must obtain the STATE’S approval of the final bid documents, plans, and specifications before proceeding with any award of the contract. H. If applicable, the COUNTY CITY will have the design engineer review shop plans of prefabricated products. I. The COUNTY CITY will retain a construction engineering firm to perform the construction engineering services for the PROJECT. The COUNTY CITY will select and hire the firm from the STATE’S current consultant retainer list for construction administration, inspection, and testing. The requirements of the construction engineering services to be performed are identified in the attached Exhibit X.C. X. J. The STATE will review and approve a quality assurance and testing plan for construction testing and inspection. K. As part of the PROJECT, one or more signs will be erected to indicate the PROJECT was built with a BIG. The COUNTY CITY will be responsible for maintaining these signs for the life of the bridge. L. The COUNTY CITY will notify the STATE upon completion of the rehabilitation/replacement work under this Agreement. M. The STATE will conduct a final inspection of the PROJECT.

PROJECT PLANNING AND CONSTRUCTION. A. The COUNTY will retain a professional engineering firm to perform the preliminary engineering for the PROJECT. The COUNTY will select and hire the firm from the STATE’S current consultant retainer list for the bridge design category of work. The requirements scope of work of the preliminary engineering services to be performed by the firm are is identified in the attached Exhibit B. B. The COUNTY will select and hire a geotechnical firm to conduct the foundation investigation if the STATE’S Geotechnical Office is unable to meet the project timeline. The firm must be on the STATE’S current consultant retainer list for the local geotechnical services category of work. The COUNTY will submit a copy of the contract between the geotechnical firm and the COUNTY to the STATE. The requirements scope of work to be performed by the firm are is identified in the attached Exhibit B. C. The COUNTY will require the design firm to submit plans, design calculations, and check design calculations to the STATE. D. The COUNTY will also require the design firm to load rate each structure, including culverts that are bridge length, in accordance with the edition of the AASHTO “Manual for Bridge Evaluation” with latest Interim Revisions using the LRFR method currently in place at the time of execution of the design engineering contract. The design firm will perform an HL-93 design load rating for each structure. The design firm will analyze the AASHTO HS20 vehicle for Inventory and Operating Ratings. The design firm will also perform a legal load rating for South Dakota legal trucks, the notional rating load, and the four specialized hauling vehicles. The design firm will submit a copy of the rating analyses to the STATE. The STATE will review load ratings and provide comments to the design firm. The design firm will address all STATE comments to the satisfaction of the STATE. The design firm will provide a separate summary table of all load ratings to be included in the STATE’S bridge inspection file. E. If applicable, the COUNTY will also require the bridge design engineering firm to submit scour analyses and develop a Quality Control/Quality Assurance (QC/QA) plan. The QC/QA plan must follow the format developed by the STATE. F. The parties recognize that unanticipated and time-sensitive work may be needed for completion of the PROJECT and that delays in completing such work could jeopardize the PROJECT schedule. The COUNTY authorizes the STATE to write work orders and hire consultants for the PROJECT for unanticipated and time-sensitive work that must be completed promptly in order to avoid PROJECT delays and increased PROJECT costs. The COUNTY’S signature will not be required for these work orders or consultant agreements, and the COUNTY agrees to pay for the cost of this additional work in accordance with the provisions of this Agreement. The STATE will notify the COUNTY of the purpose and need of any such work orders or consultant agreements prior to the STATE issuing a Notice to Proceed for the additional work. The STATE will provide the COUNTY with a fully executed copy of any work order or consultant agreement executed by the STATE pursuant to this section of the Agreement. G. The COUNTY will obtain and submit to the STATE a copy of the bid documents, plans, and specifications sealed and signed by a professional engineer licensed in the State of South Dakota. The COUNTY will address, in writing, all comments made by the STATE to the STATE’S satisfaction. The COUNTY must obtain the STATE’S approval of the final bid documents, plans, and specifications before proceeding with any award of the contract. H. If applicable, the COUNTY will have the design engineer review shop plans of prefabricated products. I. The COUNTY will retain a construction engineering firm to perform the construction engineering services for the PROJECT. The COUNTY will select and hire the firm from the STATE’S current consultant retainer list for construction administration, inspection, and testing. The requirements scope of the construction engineering services to be performed are is identified in the attached Exhibit X. X. The STATE will review and approve a quality assurance and testing plan for construction testing and inspection. K. As part of the PROJECT, one or more signs will be erected to indicate the PROJECT was built with a BIG. The COUNTY will be responsible for maintaining these signs for the life of the bridge. L. The COUNTY will notify the STATE upon completion of the rehabilitation/replacement work under this Agreement. M. The STATE will conduct a final inspection of the PROJECT.