Common use of Right of Way Acquisition Clause in Contracts

Right of Way Acquisition. If during the course of the design phase, the Design-Build Team proposes a span arrangement that eliminates the contract line item for Interior Bent Caps for that bridge, then the provisions of Article 104-12 of the Standard Specifications will apply. Any bridge length specified in the Structure Scope of Work of 70 feet or less shall be cored slab unless otherwise specified therein. If during the course of the design, the Design-Build Team demonstrates to the Department’s satisfaction that a bridge that is specified in the Structure Scope of Work as 70 feet or less must be revised to a length in excess of 70 feet such that a cored slab design will not suffice, then adjustment will be made to the partial payments made to Design-Build Team per the unit price bid for linear feet of Bridge Length. In addition, the provisions of Article 104-7 of the Standard Specifications will apply as to the change from a cored slab superstructure to the final design superstructure type. The Structure Scope of Work does not specify a size of superstructure (e.g. 21” deep cored slab) or foundation pile size (e.g. 12 x 53); instead the determination of these sizes is the responsibility of the Design-Build Team. No additional compensation will be provided for any increase in specific size of superstructure or foundation type. However, if during the course of the design or permitting phase, the Design-Build Team demonstrates to the Department’s satisfaction that the foundation type (e.g. steel piles or drilled piers) or superstructure type (e.g. cored slab), as specified in the Structures Scope of Work will not be adequate, then the provisions of Article 104-7 of the Standard Specifications will apply. For bridges that are proposed as multiple span bridges in the Structure Scope of Work, cored slabs and box beams are considered to be the same superstructure type for this purpose. If during the course of the design or permitting phase, the Design-Build Team proposes a more economical foundation type or superstructure type from those specified in the Structures Scope of Work, then the provisions of Article 104-12 of the Standard Specifications will apply. In the event, that the width of superstructure specified in the Structures Scope of Work is inadequate, as demonstrated through the pertinent approved design submittals, then provisions of Article 104-7 of the Standard Specifications will apply. In such case, the unit contract price bid per Each for Interior Bent Caps and End Xxxxx will be prorated based on the difference in length of cap needed for the bridge width stated herein and the final design bridge width. If the Design- Build Team demonstrates to the Department’s satisfaction that the extra bridge width requires an additional pile, then the payment quantity for Foundation Length will be prorated based on the number of piles needed for the bridge width stated herein and that for final design bridge width. The payment quantity for Linear Feet of Bridge Length will be prorated by multiplying the payment quantity provided in the Itemized Proposal Sheet by the ratio of the final design bridge width divided by the bridge width specified herein. No additional compensation for the lump sum item Design and Construction of Bridges will be provided for additional bridge width. Except at Bridge No. 410138, if during the course of the design, the Design-Build Team determines that the existing roadway grade must be raised by more than 1’-6” to accommodate other contract requirements, including FEMA compliance, then the provisions of Article 104-7 of the Standard Specifications will apply to the work items covered by the Design and Construction of Bridges line item to the extent needed beyond the 1’-6” grade change already accommodated in the lump sum price bid for Design and Construction of Bridges.

Right of Way Acquisition. If during the course of the design phase, the Design-Build Team proposes a span arrangement that eliminates the contract line item for Interior Bent Caps for that bridgeat this bridge site, then the provisions of Article 104-12 of the Standard Specifications will apply. Any bridge length specified in the Structure Scope of Work of 70 feet or less shall be cored slab unless otherwise specified therein. If during the course of the design, the Design-Build Team demonstrates to the Department’s satisfaction that a bridge that is specified in the Structure Scope of Work as 70 feet or less must be revised to a length in excess of 70 feet such that a cored slab design will not suffice, then adjustment will be made to the partial payments made to Design-Build Team per the unit price bid for linear feet of Bridge Length. In addition, the provisions of Article 104-7 of the Standard Specifications will apply as to the change from a cored slab superstructure to the final design superstructure type. The Structure Scope of Work does not specify a size of superstructure (e.g. 21” deep cored slab) or foundation pile size (e.g. 12 x 53); instead the determination of these sizes is the responsibility of the Design-Build Team. No additional compensation will be provided for any increase in specific size of superstructure or foundation type. However, if during the course of the design or permitting phase, the Design-Build Team demonstrates to the Department’s satisfaction that the foundation type (e.g. steel piles or drilled piers) or superstructure type (e.g. cored slab), as specified in the Structures Scope of Work will not be adequate, then the provisions of Article 104-7 of the Standard Specifications will apply. For bridges that are proposed as multiple span bridges in the Structure Scope of Work, cored slabs and box beams are considered to be the same superstructure type for this purpose. If during the course of the design or permitting phase, the Design-Build Team proposes a more economical foundation type or superstructure type from those specified in the Structures Scope of Work, then the provisions of Article 104-12 of the Standard Specifications will apply. In the event, that the width of superstructure specified in the Structures Scope of Work is inadequate, as demonstrated through the pertinent approved design submittals, then provisions of Article 104-7 of the Standard Specifications will apply. In such case, the unit contract price bid per Each for Interior Bent Caps and End Xxxxx will be prorated based on the difference in length of cap needed for the bridge width stated herein and the final design bridge width. If the Design- Build Team demonstrates to the Department’s satisfaction that the extra bridge width requires an additional pile, then the payment quantity for Foundation Length will be prorated based on the number of piles needed for the bridge width stated herein and that for final design bridge width. The payment quantity for Linear Feet of Bridge Length will be prorated by multiplying the payment quantity provided in the Itemized Proposal Sheet by the ratio of the final design bridge width divided by the bridge width specified herein. No additional compensation for the lump sum item Design and Construction of Bridges will be provided for additional bridge width. Except at Bridge No. 410138, if If during the course of the design, the Design-Build Team determines that the existing roadway grade must be raised by more than 1’-6” 1'-6" to accommodate other contract requirements, including FEMA compliance, then the provisions of Article 104-7 of the Standard Specifications will apply to the work items covered by the Design and Construction of Bridges line item to the extent needed beyond the 1’-6” 1'-6" grade change already accommodated in the lump sum price bid for Design and Construction of Bridges.

Right of Way Acquisition. If during the course of the design phase, the Design-Build Team proposes a span arrangement that eliminates the contract line item for Interior Bent Caps for that bridgeat this bridge site, then the provisions of Article 104-12 of the Standard Specifications will apply. Any bridge length specified in the Structure Scope of Work of 70 feet or less shall be cored slab unless otherwise specified therein. If during the course of the design, the Design-Build Team demonstrates to the Department’s satisfaction that a bridge that is specified in the Structure Scope of Work as 70 feet or less must be revised to a length in excess of 70 feet such that a cored slab design will not suffice, then adjustment will be made to the partial payments made to Design-Build Team per the unit price bid for linear feet of Bridge Length. In addition, the provisions of Article 104-7 of the Standard Specifications will apply as to the change from a cored slab superstructure to the final design superstructure type. The Structure Scope of Work does not specify a size of superstructure (e.g. 21” deep cored slab) or foundation pile size (e.g. 12 x 53); instead the determination of these sizes is the responsibility of the Design-Build Team. No additional compensation will be provided for any increase in specific size of superstructure or foundation type. However, if during the course of the design or permitting phase, the Design-Build Team demonstrates to the Department’s satisfaction that the foundation type (e.g. steel piles or drilled piers) or superstructure type (e.g. cored slab), as specified in the Structures Scope of Work will not be adequate, then the provisions of Article 104-7 of the Standard Specifications will apply. For bridges that are proposed as multiple span bridges in the Structure Scope of Work, cored slabs and box beams are considered to be the same superstructure type for this purpose. If during the course of the design or permitting phase, the Design-Build Team proposes a more economical foundation type or superstructure type from those specified in the Structures Scope of Work, then the provisions of Article 104-12 of the Standard Specifications will apply. In the event, that the width of superstructure specified in the Structures Scope of Work is inadequate, as demonstrated through the pertinent approved design submittals, then provisions of Article 104-7 of the Standard Specifications will apply. In such case, the unit contract price bid per Each for Interior Bent Caps and End Xxxxx will be prorated based on the difference in length of cap needed for the bridge width stated herein and the final design bridge width. If the Design- Build Team demonstrates to the Department’s satisfaction that the extra bridge width requires an additional pile, then the payment quantity for Foundation Length will be prorated based on the number of piles needed for the bridge width stated herein and that for final design bridge width. The payment quantity for Linear Feet of Bridge Length will be prorated by multiplying the payment quantity provided in the Itemized Proposal Sheet by the ratio of the final design bridge width divided by the bridge width specified herein. No additional compensation for the lump sum item Design and Construction of Bridges will be provided for additional bridge width. Except at Bridge No. 410138, if If during the course of the design, the Design-Build Team determines that the existing roadway grade must be raised by more than 1’-6” 1'-6" to accommodate other contract requirements, including FEMA compliance, then the provisions of Article 104-7 of the Standard Specifications will apply to the work items covered by the Design and Construction of Bridges line item to the extent needed beyond the 1’-6” 1'-6" grade change already accommodated in the lump sum price bid for Design and Construction of Bridges. This paragraph does not apply to work needed at Bridge No. 020133.

Right of Way Acquisition. If during the course of the design phase, the Design-Build Team proposes a span arrangement that eliminates the contract line item for Interior Bent Caps for that bridgeat this bridge site, then the provisions of Article 104-12 of the Standard Specifications will apply. Any bridge length specified in the Structure Scope of Work of 70 feet or less shall be cored slab unless otherwise specified therein. If during the course of the design, the Design-Build Team demonstrates to the Department’s satisfaction that a bridge that is specified in the Structure Scope of Work as 70 feet or less must be revised to a length in excess of 70 feet such that a cored slab design will not suffice, then adjustment will be made to the partial payments made to Design-Build Team per the unit price bid for linear feet of Bridge Length. In addition, the provisions of Article 104-7 of the Standard Specifications will apply as to the change from a cored slab superstructure to the final design superstructure type. The Structure Scope of Work does not specify a size of superstructure (e.g. 21” deep cored slab) or foundation pile size (e.g. 12 x 53); instead the determination of these sizes is the responsibility of the Design-Build Team. No additional compensation will be provided for any increase in specific size of superstructure or foundation type. However, if during the course of the design or permitting phase, the Design-Build Team demonstrates to the Department’s satisfaction that the foundation type (e.g. steel piles or drilled piers) or superstructure type (e.g. cored slab), as specified in the Structures Scope of Work will not be adequate, then the provisions of Article 104-7 of the Standard Specifications will apply. For bridges that are proposed as multiple span bridges in the Structure Scope of Work, cored slabs and box beams are considered to be the same superstructure type for this purpose. If during the course of the design or permitting phase, the Design-Build Team proposes a more economical foundation type or superstructure type from those specified in the Structures Scope of Work, then the provisions of Article 104-12 of the Standard Specifications will apply. In the event, that the width of superstructure specified in the Structures Scope of Work is inadequate, as demonstrated through the pertinent approved design submittals, then provisions of Article 104-7 of the Standard Specifications will apply. In such case, the unit contract price bid per Each for Interior Bent Caps and End Xxxxx will be prorated based on the difference in length of cap needed for the bridge width stated herein and the final design bridge width. If the Design- Design-Build Team demonstrates to the Department’s satisfaction that the extra bridge width requires an additional pile, then the payment quantity for Foundation Length will be prorated based on the number of piles needed for the bridge width stated herein and that for final design bridge width. The payment quantity for Linear Feet of Bridge Length will be prorated by multiplying the payment quantity provided in the Itemized Proposal Sheet by the ratio of the final design bridge width divided by the bridge width specified herein. No additional compensation for the lump sum item Design and Construction of Bridges will be provided for additional bridge width. Except at Bridge No. 410138, if If during the course of the design, the Design-Build Team determines that the existing roadway grade must be raised by more than 1’-6” 1'-6" to accommodate other contract requirements, including FEMA compliance, then the provisions of Article 104-7 of the Standard Specifications will apply to the work items covered by the Design and Construction of Bridges line item to the extent needed beyond the 1’-6” 1'-6" grade change already accommodated in the lump sum price bid for Design and Construction of Bridges.

Right of Way Acquisition. If during the course of the design phase, the Design-Build Team proposes a span arrangement that eliminates the contract line item for Interior Bent Caps for that bridge, then the provisions of Article 104-12 of the Standard Specifications will apply. Any bridge length specified in the Structure Scope of Work of 70 feet or less shall be cored slab unless otherwise specified therein. If during the course of the design, the Design-Build Team demonstrates to the Department’s satisfaction that a bridge that is specified in the Structure Scope of Work as 70 feet or less must be revised to a length in excess of 70 feet such that a cored slab design will not suffice, then adjustment will be made to the partial payments made to Design-Build Team per the unit price bid for linear feet of Bridge Length. In addition, the provisions of Article 104-7 of the Standard Specifications will apply as to the change from a cored slab superstructure to the final design superstructure type. The Structure Scope of Work does not specify a size of superstructure (e.g. 21” deep cored slab) or foundation pile size (e.g. 12 x 53); instead the determination of these sizes is the responsibility of the Design-Build Team. No additional compensation will be provided for any increase in specific size of superstructure or foundation type. However, if during the course of the design or permitting phase, the Design-Build Team demonstrates to the Department’s satisfaction that the foundation type (e.g. steel piles or drilled piers) or superstructure type (e.g. cored slab), as specified in the Structures Scope of Work will not be adequate, then the provisions of Article 104-7 of the Standard Specifications will apply. For bridges that are proposed as multiple span bridges in the Structure Scope of Work, cored slabs and box beams are considered to be the same superstructure type for this purpose. If during the course of the design or permitting phase, the Design-Build Team proposes a more economical foundation type or superstructure type from those specified in the Structures Scope of Work, then the provisions of Article 104-12 of the Standard Specifications will apply. In the event, that the width of superstructure specified in the Structures Scope of Work is inadequate, as demonstrated through the pertinent approved design submittals, then provisions of Article 104-7 of the Standard Specifications will apply. In such case, the unit contract price bid per Each for Interior Bent Caps and End Xxxxx will be prorated based on the difference in length of cap needed for the bridge width stated herein and the final design bridge width. If the Design- Build Team demonstrates to the Department’s satisfaction that the extra bridge width requires an additional pile, then the payment quantity for Foundation Length will be prorated based on the number of piles needed for the bridge width stated herein and that for final design bridge width. The payment quantity for Linear Feet of Bridge Length will be prorated by multiplying the payment quantity provided in the Itemized Proposal Sheet by the ratio of the final design bridge width divided by the bridge width specified herein. No additional compensation for the lump sum item Design and Construction of Bridges will be provided for additional bridge width. Except at Bridge No. 410138500145, if during the course of the design, the Design-Build Team determines that the existing roadway grade must be raised by more than 1’-6” to accommodate other contract requirements, including FEMA compliance, then the provisions of Article 104-7 of the Standard Specifications will apply to the work items covered by the Design and Construction of Bridges line item to the extent needed beyond the 1’-6” grade change already accommodated in the lump sum price bid for Design and Construction of Bridges.