Common use of Schedule Format Clause in Contracts

Schedule Format. The Master Project Schedule and the Construction Schedule shall be planned and recorded with a Critical Path Method (CPM) schedule in the form of an activity-on-node diagram. All activity-on-node diagrams shall include the Activity Identification, Activity Description, and the type of relationship between activities, including any lead or lag time. 3.4.1 No activity shall have a duration greater than fifteen (15) work days or less than one (1) work day. If requested by the Owner or Design Professional, the Construction Manager shall furnish any information needed to justify the reasonableness of activity durations. Such information shall include, but not be limited to, estimated activity manpower, anticipated quantities, and production rates. 3.4.2 Procurement shall be identified with at least two (2) activities: fabrication and delivery. Insure that all work activities that require a submittal are preceded by submittal and approval activities. 3.4.3 Only contractual constraints shall be shown in the schedule logic. No other restraints are allowed unless approved by the Owner or Design Professional. The disallowance of constraints includes the use of activity mandatory start and finish dates. 3.4.4 Activities shall be identified by codes to reflect the responsible party for the accomplishment of each activity (only one party per activity), the Phase/Stage of the Project for each activity, and the Area/Location of each activity 3.4.5 The construction time for the entire Project, or any milestone, shall not exceed the specified Contract time. Logic or activity durations shall be revised in the event that any milestone or Contract completion date is exceeded in the schedule. 3.4.6 Float is defined as the amount of time between when an activity " can start" (the early start) and when an activity " must start" (the late start). It is understood by the Owner and the Construction Manager that float is a shared commodity, not for the exclusive use or financial benefit of either party. Either party has the full use of the float until it is depleted. 3.4.7 The CPM schedules must be compatible with Primavera Project Planner Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is the Construction Manager' s responsibility to ascertain the software compatibility with the Owner or Design Professional. 3.4.8 Initial Schedule Submittal Requirements: 3.4.8.1 Predecessor/Successor Sort 3.4.8.2 Total Float/Early Start Sort 3.4.8.3 Responsibility/Early Start Sort

Schedule Format. The Master Project Schedule and the Construction Schedule shall be planned and recorded with a Critical Path Method (CPM) schedule in the form of an activity-on-node diagram. All activity-activity- on-node diagrams shall include the Activity Identification, Activity Description, and the type of relationship between activities, including any lead or lag time. 3.4.1 No activity shall have a duration greater than fifteen (15) work days or less than one (1) work day. If requested by the Owner or Design Professional, the Construction Manager shall furnish any information needed to justify the reasonableness of activity durations. Such information shall include, but not be limited to, estimated activity manpower, anticipated quantities, and production rates. 3.4.2 Procurement shall be identified with at least two (2) activities: fabrication and delivery. Insure that all work activities that require a submittal are preceded by submittal and approval activities. 3.4.3 Only contractual constraints shall be shown in the schedule logic. No other restraints are allowed unless approved by the Owner or Design Professional. The disallowance of constraints includes the use of activity mandatory start and finish dates. 3.4.4 Activities shall be identified by codes to reflect the responsible party for the accomplishment of each activity (only one party per activity), the Phase/Stage of the Project for each activity, and the Area/Location of each activity 3.4.5 The construction time for the entire Project, or any milestone, shall not exceed the specified Contract time. Logic or activity durations shall be revised in the event that any milestone or Contract completion date is exceeded in the schedule. 3.4.6 Float is defined as the amount of time between when an activity " can start" (the early start) and when an activity " must start" (the late start). It is understood by the Owner and the Construction Manager that float is a shared commodity, not for the exclusive use or financial benefit of either party. Either party has the full use of the float until it is depleted. 3.4.7 The CPM schedules must be compatible with Primavera Project Planner Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is the Construction Manager' s responsibility to ascertain the software compatibility with the Owner or Design Professional. 3.4.8 Initial Schedule Submittal Requirements: 3.4.8.1 Predecessor/Successor Sort 3.4.8.2 Total Float/Early Start Sort 3.4.8.3 Responsibility/Early Start Sort