Common use of Sequence of Events Clause in Contracts

Sequence of Events. After the Engineer’s acceptance of the qualifications and methods, and prior to construction, attend a meeting with the Engineer to review specifications, discuss details of construction methods and equipment, review contingency plans in the event that problems occur, and other issues. Prior to construction of the production caissons, demonstrate the adequacy of methods, materials and equipment on a 5.5-foot diameter demonstration caisson that will not become part of the completed structure. Excavate this demonstration caisson with the same tools, methods, slurry type, and to the same diameter and maximum depth of the production caissons. Use the same type reinforcing cage and same type slurry that will be used on the production caissons. Do not leave casing in place unless permitted by the Engineer. Construct this demonstration caisson at ▇▇▇▇▇ 2 no closer than five caisson diameters to proposed bridge foundations, and no further than ten caisson diameters from proposed bridge foundations, and to an Elevations 45 feet. Include all costs of materials and labor required to construct these caissons in the price bid for demonstration caissons. If the demonstration caissons are constructed in a river, lake, or other open body of water, reinforcement and concrete will not be required above the river or lakebed elevation. After the Engineer has accepted the results of the demonstration caisson and confirm the tip elevations of the production caissons, begin construction of the caissons as detailed in the Plans and Specifications.

Sequence of Events. After the Engineer’s acceptance of the qualifications and methods, and prior to construction, attend a meeting with the Engineer to review specifications, discuss details of construction methods and equipment, review contingency plans in the event that problems occur, and other issues. Prior to construction of the production caissons, demonstrate the adequacy of methods, materials and equipment on a 5.54.5-foot diameter demonstration caisson that will not become part of the completed structure. Excavate this demonstration caisson with the same tools, methods, slurry type, and to the same diameter and maximum depth of the production caissons. Use the same type reinforcing cage and same type slurry that will be used on the production caissons. Do not leave casing in place unless permitted by the Engineer. Construct this demonstration caisson at ▇▇▇▇▇ 2 Bent 3 no closer than five caisson diameters to proposed bridge foundations, and no further than ten caisson diameters from proposed bridge foundations, and to an Elevations 45 feetElevation 47. Include all costs of materials and labor required to construct these caissons in the price bid for demonstration caissons. If the demonstration caissons or load test caisson(s) are constructed in a river, lake, or other open body of water, reinforcement and concrete will not be required above the river or lakebed lake bed elevation. After the Engineer has accepted the results of the demonstration caisson and confirm the tip elevations of the production caissons, begin construction of the caissons as detailed in the Plans and Specifications.