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. Further, Owner reserves the right to require Construction Contractor to provide a cost loaded schedule. Further, both the Master Project Schedule and the Construction Schedule shall incorporate and be based upon the Project milestone dates set forth in Exhibit I to the Agreement.
3.4.1 No activity shall have duration greater than fifteen (15) work days or less than one (1) work day. If requested by Owner or Design Professional, Construction Contractor shall furnish any information needed to justify the reasonableness of activity duration. Such information shall include estimated activity manpower, anticipated quantities, and production rates.
3.4.2 Procurement shall be identified with at least two (2) activities: fabrication and delivery. Construction Contractor shall insure that all Work activities that require a submittal are preceded by the appropriate submittal and approval activities.
3.4.3 Only contractual constraints shall be shown in the schedule logic. No other restraints are allowed unless approved in writing by Owner or Design Professional. This disallowance of constraints includes the use of any mandatory start or finish dates selected by Construction Contractor.
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 Work, 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 Owner and Construction Contractor 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 (P6) by Primavera System...
Schedule Format. 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. No activity shall have duration greater than fifteen (15) business days The Construction Schedule shall depict all activities necessary for, or incidental to, performance of the Work, showing the logic (sequence, dependency), duration, and “float” of each activity, with the critical path highlighted and shall include (a) the required Commencement Date, the required dates of Architect’s Substantial Completion and Final Completion; (b) any guideline and milestone dates required by Owner; (c) any applicable subcontractor and supplier subschedules; (d) coordination with the submittal schedule which allows sufficient time for review of documents and submittals; (e) allowances for procurement, fabrication, and delivery of materials, especially “long lead” items, if applicable; (f) the complete sequence of construction by activity, with dates for beginning and completion of each element of construction; (g) the time required for testing, inspections, and commissioning, if applicable; and, (h) time for schedule constraints, such as holidays and events on Owner’s property and adverse weather conditions which are normal and may be reasonably anticipated; and (i) required decision dates. If requested by Owner or Professional, Construction Manager shall furnish any information needed to justify the reasonableness of activity duration. Such information shall include estimated activity manpower, anticipated quantities, and production rates. The construction time for the Work, 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.
Schedule Format. Design-Builder shall use a mutually agreed scheduling program as the format for all Project Schedules and shall provide to Owner an electronic copy of the Level 1 CPM schedule, the original Project Schedule and each updated Project Schedule.
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/Ea...
Schedule Format. A. Exchange schedule data in SSIM format sent via electronic transmittal.
B. Implement the use of SSM formatted exchanges.
C. Ensure schedule data include the following items: flight number, equipment type, airport station codes, departure/arrival times, frequency, effective/discontinue dates, duplicate leg cross-reference indicators including DEI 10 and DEI 50.
Schedule Format. Design-Builder shall submit two (2) copies in electronic format of the Baseline Schedule, including updates and narratives. A CD-ROM containing the latest Baseline Schedule update in electronic format shall be submitted for each schedule iteration along with two
Schedule Format. 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. No activity shall have duration greater than fifteen (15) business days The Construction Schedule shall depict all activities necessary for, or incidental to, performance of the Work, showing the logic (sequence, dependency), duration, and “float” of each activity, with the critical path highlighted and shall include (a) the required Commencement Date, the required dates of Architect’s Substantial Completion and Final Completion;
Schedule Format. The work week for the rank of Captain, Lieutenant, Detective Bureau Sergeant, Court Service Sergeant, Professional Standards Sergeant and Administrative Road Sergeant will be scheduled within the standard period to permit four (4) days off and ten (10) days of work, with the days off being the same two (2) consecutive days in each calendar week. The work week for all other Sergeants will be a xxxxxx schedule with fixed shift schedule using 4 teams (crews) and 2 twelve-hour shifts (6a-6p and 6p to 6a) to provide 24/7 coverage. The schedule shall consist of a 2-week cycle where each team works 2 consecutive shifts, followed by 2 days off duty, works 3 consecutive shifts, followed by 2 days off duty, works 2 consecutive shifts, followed by 3 days off duty. One work day every fourteen (14) consecutive work days will be an eight (8) hour shift, as determined by the employee, in order to keep the work period at eighty (80) hours. Sergeants on the same team (crew) may not choose the same 8 hour shift as other Sergeants of the same team (crew), when working. Sergeants who have approved time off (i.e. vacation, compensatory time, personal time) may, at their discretion, move their 8 hour shift to the same 8 hour shift as other Sergeants on the same team (crew) on one of the approved days off. Two teams are assigned day shifts while the other two are assigned night shifts. On any given day, one team is on the day shift, one team is on the night shift, and two teams are off duty. Each team (crew) will be responsible for both Uniform Patrol and Jail operations while they are on duty.
Schedule Format. Work will be scheduled within the standard work period to permit four (4) days off and ten (10) days of work, with the days off being the same two (2) consecutive days in each calendar week.
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.
