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. 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 Systems, Inc., Bala Cynwyd, PA. It is Construction Contractor’s responsibility to ascertain the software compatibility with 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 3.4.8.4 Phase/Area/Early Start Sort 3.4.8.5 Narrative discussing general approach to completion of the Work. 3.4.8.6 Diskette in Primavera (P6) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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 as well as being cost loaded scheduleloaded. 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 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 Contractor shall furnish any information needed to justify the reasonableness of activity durationdurations. Such information shall include include, but not be limited to, estimated activity manpower, anticipated quantities, and production rates. 3.4.2 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 3.4.3. Only contractual constraints shall be shown in the schedule logic. No other restraints are allowed unless approved in writing by the 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 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 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 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 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 3.4.7. The CPM schedules must be compatible with Primavera Project Planner Software (P6) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is the Construction Contractor’s responsibility to ascertain the software compatibility with the Owner or Design Professional. 3.4.8 3.4.8. Initial Schedule Submittal Requirements: 3.4.8.1 3.4.8.1. Predecessor/Successor Sort 3.4.8.2 3.4.8.2. Total Float/Early Start Sort 3.4.8.3 3.4.8.3. Responsibility/Early Start Sort 3.4.8.4 Phase/3.4.8.4. Area/Early Start Sort 3.4.8.5 3.4.8.5. Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36-inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.4.8.6. Narrative discussing general approach to completion of the Work. 3.4.8.6 3.4.8.7. Diskette in Primavera (P6P3) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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-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 Systems, Inc., Bala Cynwyd, PA. It is Construction Contractor’s responsibility to ascertain the software compatibility with 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 3.4.8.4 Phase/Area/Early Start Sort 3.4.8.5 Narrative discussing general approach to completion of the Work. 3.4.8.6 Diskette in Primavera (P6) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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-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 as well as being cost loaded scheduleloaded. 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) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is Construction Contractor’s responsibility to ascertain the software compatibility with 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 3.4.8.4 Phase/Area/Early Start Sort 3.4.8.5 Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36- inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.4.8.6 Narrative discussing general approach to completion of the Work. 3.4.8.6 3.4.8.7 Diskette in Primavera (P6) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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-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 as well as being cost loaded scheduleloaded. 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 a 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 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. 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) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is Construction Contractor’s responsibility to ascertain the software compatibility with 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 3.4.8.4 Phase/Area/Early Start Sort 3.4.8.5 Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36- inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.4.8.6 Narrative discussing general approach to completion of the Work. 3.4.8.6 3.4.8.7 Diskette in Primavera (P6P3) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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. Further, Owner reserves the right to require Construction Contractor to provide a as well as being cost loaded scheduleloaded. 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 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 Contractor shall furnish any information needed to justify the reasonableness of activity durationdurations. Such information shall include include, but not be limited to, estimated activity manpower, anticipated quantities, and production rates. 3.4.2 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 3.4.3. Only contractual constraints shall be shown in the schedule logic. No other restraints are allowed unless approved in writing by the 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 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 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 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 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 3.4.7. The CPM schedules must be compatible with Primavera Project Planner Software (P6) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is the Construction Contractor’s responsibility to ascertain the software compatibility with the Owner or Design Professional. 3.4.8 3.4.8. Initial Schedule Submittal Requirements: 3.4.8.1 3.4.8.1. Predecessor/Successor Sort 3.4.8.2 3.4.8.2. Total Float/Early Start Sort 3.4.8.3 3.4.8.3. Responsibility/Early Start Sort 3.4.8.4 Phase/3.4.8.4. Area/Early Start Sort 3.4.8.5 3.4.8.5. Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36-inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.4.8.6. Narrative discussing general approach to completion of the Work. 3.4.8.6 3.4.8.7. Diskette in Primavera (P6P3) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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-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 as well as being cost loaded scheduleloaded. 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 a 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 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. 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) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is Construction Contractor’s responsibility to ascertain the software compatibility with 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 3.4.8.4 Phase/Area/Early Start Sort 3.4.8.5 Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36- inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.4.8.6 Narrative discussing general approach to completion of the Work. 3.4.8.6 Diskette in Primavera (P6) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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, as well as being cost loaded. 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 3.3.1. No activity shall have a duration greater than fifteen (15) work days or less than one (1) work dayday except by prior approval of the Owner. If requested by the Owner or Design Professional, the Construction Contractor Manager shall furnish any information needed to justify the reasonableness of activity durationdurations. Such information shall include include, but not be limited to, estimated activity manpower, anticipated quantities, and production rates. 3.4.2 3.3.2. Procurement shall be identified with at least two (2) activities: fabrication and delivery. Construction Contractor Manager shall insure that all Work activities that require a submittal are preceded by the appropriate submittal and approval activities. 3.4.3 3.3.3. Only contractual constraints shall be shown in the schedule logic. No other restraints are allowed unless approved in writing by the Owner or Design Professional. This disallowance of constraints includes the use of any mandatory start or finish dates selected by Construction ContractorManager. 3.4.4 3.3.4. 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 3.3.5. 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 3.3.6. 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 Contractor 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 3.3.7. The CPM schedules must be compatible with Primavera Project Planner Software (P6) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is the Construction ContractorManager’s responsibility to ascertain the software compatibility with the Owner or Design Professional. 3.4.8 3.3.8. Initial Schedule Submittal Requirements: 3.4.8.1 3.3.8.1. Predecessor/Successor Sort 3.4.8.2 3.3.8.2. Total Float/Early Start Sort 3.4.8.3 3.3.8.3. Responsibility/Early Start Sort 3.4.8.4 Phase/3.3.8.4. Area/Early Start Sort 3.4.8.5 3.3.8.5. Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36-inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.3.8.6. Narrative discussing general approach to completion of the Work. 3.4.8.6 3.3.8.7. Diskette in Primavera (P6.XER(P35.0) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.

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-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, as well as being cost loaded. Further, Owner reserves the right to require Construction Contractor to provide a cost loaded schedule. Further, both the each Master Project Schedule and the Construction Schedule shall incorporate and be based upon the Project milestone dates (if any) set forth in Exhibit I to the Agreementapplicable Work Authorization. 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 Owner or Design Professional, Construction Contractor shall furnish any information needed to justify the reasonableness of activity duration. Such information shall include 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. 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) Software, version 5.0 or later, by Primavera Systems, Inc., Bala Cynwyd, PA. It is Construction Contractor’s responsibility to ascertain the software compatibility with 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 3.4.8.4 Phase/Area/Early Start Sort 3.4.8.5 Logic Diagram: Produce diagram with not more than 100 activities per ANSI D (24-inch x 36- inch) size sheet. Insure each sheet includes title, match data or diagram correlation, and key to identify all components used in the diagram. 3.4.8.6 Narrative discussing general approach to completion of the Work. 3.4.8.6 Diskette in Primavera (P6) format. 3.4.9 Schedule Update Requirements: Construction Contractor shall update the schedules monthly to show actual, current progress. The schedule updates shall be submitted within seven (7) calendar days of the data dates. The updates shall include: 3.4.9.1 Dates of activities’ actual starts and completions. 3.4.9.2 Percent of Work remaining for activities started but not completed as of the update date. 3.4.9.3 Narrative report including a listing of monthly progress, the activities that define the critical path and any changes to the path of critical activities from the previous update, sources of delay, any potential problems, requested logic changes, and Work planned for the next month. 3.4.9.4 Predecessor/Successor Sort 3.4.9.5 Total Float/Early Start Sort 3.4.9.6 Responsibility/Early Start Sort 3.4.9.7 Phase/Area/Early Start Sort 3.4.9.8 Diskette in the required Primavera (P6) format 3.4.9.9 Fragnet of logic diagram for all requested logic changes.