Common use of Project Schedule Using CPM Network Analysis Clause in Contracts

Project Schedule Using CPM Network Analysis. 1. Within ten (10) days of the County’s Contract approval the contractors shall submit a project schedule. The Contractor’s project schedule shall consist of a network analysis system as described herein. In preparing this system, the scheduling of the construction is the responsibility of the Contractor. Critical Path Method (CPM) must be utilized in the Precedence Method, the Arrow Diagram Method (ADM) will not be allowed. 2. The Contractor acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with operation of the County and the work of separate contractors relating to the project. The Engineer will review the Contractor’s Construction Schedule for compatibility with Owner operations, and if appropriate, the work of separate contractors. Contractor agrees to hold meetings with the Owner and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. Activities or events where the contractors are dependent on each other shall be identified and reflected in the Schedule. 3. The Contractors shall utilize Primavera Project Planner (P3) software as supplied by Primavera Systems, Inc., Bala Cynwyd, P. A. The software shall be compatible with IBM computers using DOS operating systems. Alternate scheduling software systems may be submitted for Owner approval. A. The format of the CPM network analysis schedule shall consist of time scaled network logic diagrams and accompanying schedule reports generated by the Primavera systems software, as outlined below. B. The plots of the time scaled logic diagrams shall not be smaller than nominal size of 24 inches by 36 inches with title block on each sheet, unless otherwise approved by the Engineer. C. The computer generated schedule reports shall be legal size paper, and shall include a tabulation of each activity shown on the detailed network diagrams. Bar chart schedules showing last month’s target schedule shall be included. The following information shall be furnished as a minimum for each activity: • Predecessor and successor activity numbers • Activity description • Original duration of activity (work days) • Early start date • Early finish date • Actual start date • Actual finish date • Total float (work days) • Percentage of activity completed • Area code identifying the area in the project for each activity. An example of area codes might be 15 + 00 to 90 + 00 • Responsibility code for each activity identifying the various subcontracted work by Subcontractor and the work being done by the Contractor directly • Phase code for each activity identifying the various work phases such as structure, finishes, earthwork, pipe, etc. 4. All schedule submittals including revisions and updates shall include one copy of the schedule data on CD’s with label(s) identifying the P3 file name. The CD’s shall be properly packaged and shipped so as to prevent damage or loss to the data.

Project Schedule Using CPM Network Analysis. 1. A. Within ten (10) days of the CountyOWNER’s Contract approval the contractors CONTRACTORs shall submit to the OWNER a project schedule, which shall be subject to OWNER review and approval. The Contractor’s project schedule shall consist of a network analysis system as described herein. In preparing this system, the scheduling of the construction is the responsibility of the Contractor. Critical Path Method (CPM) must be utilized in the Precedence Method, the Arrow Diagram Method (ADM) will not be allowedCONTRACTOR. 2. B. The Contractor CONTRACTOR acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with operation of the County OWNER and the work of separate contractors relating to the project. The Engineer OWNER will review the ContractorCONTRACTOR’s Construction Schedule for compatibility with Owner OWNER operations, and if appropriate, the work of separate contractors. Contractor XXXXXXXXXX agrees to hold meetings with the Owner OWNER and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. Activities or events where the contractors are dependent on each other shall be identified and reflected in the Schedule. 3. C. The Contractors shall utilize Primavera Project Planner (P3) Microsoft® Project® software as supplied by Primavera Systems, Inc., Bala Cynwyd, P. A. Microsoft®. The software shall be compatible with IBM computers using DOS operating systemsWindows based computers. Alternate scheduling software systems may be submitted for Owner OWNER approval. A. 1. The format of the CPM network analysis schedule shall consist of time scaled network logic diagrams and accompanying schedule reports generated by the Primavera systems Microsoft® Project® software, as outlined below. B. 2. The plots of the time scaled logic diagrams shall not be smaller than nominal size of 24 11 inches by 36 17 inches with title block on each sheet, unless otherwise approved by the EngineerOWNER. C. 3. The computer computer-generated schedule reports shall be legal size paper, and shall include a tabulation of each activity shown on the detailed network diagrams. Bar chart schedules showing last month’s target schedule shall be included. The following information shall be furnished as a minimum for each activity: • : a. Predecessor and successor activity numbers • numbers b. Activity description • description c. Original duration of activity (work days) • ) d. Early start date • date e. Early finish date • date f. Actual start date • date g. Actual finish date • date h. Total float (work days) • ) i. Percentage of activity completed • completed j. Area code identifying the area in the project for each activity. An example of area codes might be 15 + 00 to 90 + 00 • 00 k. Responsibility code for each activity identifying the various subcontracted work by Subcontractor and the work being done by the Contractor directly • CONTRACTOR directly l. Phase code for each activity identifying the various work phases such as structure, finishes, earthwork, pipe, etcetcetera. 4. D. All schedule submittals including revisions and updates shall include one copy of the schedule data on CD’s or flash drives with label(s) identifying the P3 file name. The CD’s or flash drives shall be properly packaged and shipped so as to prevent damage or loss to the data. Other file sharing systems may be used upon mutual agreement of the OWNER and CONTRACTOR.

Project Schedule Using CPM Network Analysis. 1. A. Within ten (10) days of the County’s Contract approval the contractors shall submit a project schedule. The Contractor’s project schedule shall consist of a network analysis system as described herein. In preparing this system, the scheduling of the construction is the responsibility of the Contractor. Critical Path Method (CPM) must be utilized in the Precedence Method, the Arrow Diagram Method (ADM) will not be allowed. 2. B. The Contractor acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with operation of the County and the work of separate contractors relating to the project. The Engineer will review the Contractor’s Construction Schedule for compatibility with Owner operations, and if appropriate, the work of separate contractors. Contractor agrees to hold meetings with the Owner and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. Activities or events where the contractors are dependent on each other shall be identified and reflected in the Schedule. 3. C. The Contractors shall utilize Primavera Project Planner (P3) software as supplied by Primavera Systems, Inc., Bala Cynwyd, P. A. The software shall be compatible with IBM computers using DOS operating systems. Alternate scheduling software systems may be submitted for Owner approvalsystems. A. D. The format of the CPM network analysis schedule shall consist of time scaled network logic diagrams and accompanying schedule reports generated by the Primavera systems software, as outlined below. B. E. The plots of the time scaled logic diagrams shall not be smaller than nominal size of 24 11 inches by 36 17 inches with title block on each sheet, unless otherwise approved by the Engineer. C. F. The computer generated schedule reports shall be legal size paper, and shall include a tabulation of each activity shown on the detailed network diagrams. Bar chart schedules showing last month’s target schedule shall be included. The following information shall be furnished as a minimum for each activity: • Predecessor and successor activity numbers • Activity description • Original duration of activity (work days) • Early start date • Early finish date • Actual start date • Actual finish date • Total float (work days) • Percentage of activity completed • Area code identifying the area in the project for each activity. An example of area codes might be 15 + 00 to 90 + 00 • Responsibility code for each activity identifying the various subcontracted work by Subcontractor and the work being done by the Contractor directly • Phase code for each activity identifying the various work phases such as structure, finishes, earthwork, pipe, etc. 4. G. All schedule submittals including revisions and updates shall include one copy of the schedule data on CD’s with label(s) identifying the P3 file name. The CD’s shall be properly packaged and shipped so as to prevent damage or loss to the data.

Project Schedule Using CPM Network Analysis. 1. A. Within ten (10) days of the CountyOWNER’s Contract approval the contractors CONTRACTORs shall submit and the construction team shall approve a project schedule. The Contractor’s project schedule shall consist of a network analysis system as described herein. In preparing this system, the scheduling of the construction is the responsibility of the Contractor. Critical Path Method (CPM) must be utilized in the Precedence Method, the Arrow Diagram Method (ADM) will not be allowedCONTRACTOR. 2. B. The Contractor CONTRACTOR acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with operation of the County OWNER and the work of separate contractors relating to the project. The Engineer OWNER will review the ContractorCONTRACTOR’s Construction Schedule for compatibility with Owner OWNER operations, and if appropriate, the work of separate contractors. Contractor CONTRACTOR agrees to hold meetings with the Owner OWNER and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. Activities or events where the contractors are dependent on each other shall be identified and reflected in the Schedule. 3. C. The Contractors shall utilize Primavera Project Planner (P3) Microsoft® Project® software as supplied by Primavera Systems, Inc., Bala Cynwyd, P. A. Microsoft®. The software shall be compatible with IBM computers using DOS operating systemsWindows based computers. Alternate scheduling software systems may be submitted for Owner OWNER approval. A. 1. The format of the CPM network analysis schedule shall consist of time scaled network logic diagrams and accompanying schedule reports generated by the Primavera systems Microsoft® Project® software, as outlined below. B. 2. The plots of the time scaled logic diagrams shall not be smaller than nominal size of 24 11 inches by 36 17 inches with title block on each sheet, unless otherwise approved by the EngineerOWNER. C. 3. The computer generated schedule reports shall be legal size paper, and shall include a tabulation of each activity shown on the detailed network diagrams. Bar chart schedules showing last month’s target schedule shall be included. The following information shall be furnished as a minimum for each activity: • : a. Predecessor and successor activity numbers • numbers b. Activity description • description c. Original duration of activity (work days) • ) d. Early start date • date e. Early finish date • date f. Actual start date • date g. Actual finish date • date h. Total float (work days) • ) i. Percentage of activity completed • completed j. Area code identifying the area in the project for each activity. An example of area codes might be 15 + 00 to 90 + 00 • 00 k. Responsibility code for each activity identifying the various subcontracted work by Subcontractor and the work being done by the Contractor directly • CONTRACTOR directly l. Phase code for each activity identifying the various work phases such as structure, finishes, earthwork, pipe, etcetcetera. 4. All D. Original schedule submittals including revisions and updates shall include one copy of the schedule data on CD’s with label(s) identifying a USB. Updates and revisions to the P3 file name. The CD’s schedule shall be properly packaged and shipped so as to prevent damage or loss submitted via e-mail to the dataProject Manager.

Project Schedule Using CPM Network Analysis. 1. Within ten (10) days of the County’s Contract approval the contractors shall submit a project schedule. The Contractor’s project schedule shall consist of a network analysis system as described herein. In preparing this system, the scheduling of the construction is the responsibility of the Contractor. Critical Path Method (CPM) must be utilized in the Precedence Method, the Arrow Diagram Method (ADM) will not be allowed. 2. The Contractor acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with operation of the County and the work of separate contractors relating to the project. The Engineer will review the Contractor’s Construction Schedule for compatibility with Owner operations, and if appropriate, the work of separate contractors. Contractor agrees to hold meetings with the Owner and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. Activities or events where the contractors are dependent on each other shall be identified and reflected in the Schedule. 3. The Contractors shall utilize Primavera Project Planner (P3) software as supplied by Primavera Systems, Inc., Bala Cynwyd, P. A. The software shall be compatible with IBM computers using DOS operating systems. Alternate scheduling software systems may be submitted for Owner approval. A. The format of the CPM network analysis schedule shall consist of time scaled network logic diagrams and accompanying schedule reports generated by the Primavera systems software, as outlined below. B. The plots of the time scaled logic diagrams shall not be smaller than nominal size of 24 inches by 36 inches with title block on each sheet, unless otherwise approved by the Engineer. C. The computer computer-generated schedule reports shall be legal size paper, and shall include a tabulation of each activity shown on the detailed network diagrams. Bar chart schedules showing last month’s target schedule shall be included. The following information shall be furnished as a minimum for each activity: • Predecessor and successor activity numbers • Activity description • Original duration of activity (work days) • Early start date • Early finish date • Actual start date • Actual finish date • Total float (work days) • Percentage of activity completed • Area code identifying the area in the project for each activity. An example of area codes might be 15 + 00 to 90 + 00 • Responsibility code for each activity identifying the various subcontracted work by Subcontractor and the work being done by the Contractor directly • Phase code for each activity identifying the various work phases such as structure, finishes, earthwork, pipe, etc. 4. All schedule submittals including revisions and updates shall include one copy of the schedule data on CD’s with label(s) identifying the P3 file name. The CD’s shall be properly packaged and shipped so as to prevent damage or loss to the data.

Project Schedule Using CPM Network Analysis. 1. Within ten (10) days of the County’s Contract approval the contractors shall submit a project schedule. The Contractor’s Contractor‟s project schedule shall consist of a network analysis system as described herein. In preparing this system, the scheduling of the construction is the responsibility of the Contractor. Critical Path Method (CPM) must be utilized in the Precedence Method, the Arrow Diagram Method (ADM) will not be allowed. 2. The Contractor acknowledges and agrees that its Construction Schedule must be flexible in order to accommodate and allow for his coordination with operation of the County and the work of separate contractors relating to the project. The Engineer will review the Contractor’s Contractor‟s Construction Schedule for compatibility with Owner operations, and if appropriate, the work of separate contractors. Contractor agrees to hold meetings with the Owner and separate contractors to resolve any conflicts and to revise his Construction Schedule as reasonably required. Activities or events where the contractors are dependent on each other shall be identified and reflected in the Schedule. 3. The Contractors shall utilize Primavera Project Planner (P3) software as supplied by Primavera Systems, Inc., Inc. Bala Cynwyd, P. A. PA. The software shall be compatible with IBM computers using DOS operating systems. Alternate scheduling software systems may be submitted for Owner approval. A. The format of the CPM network analysis schedule shall consist of time scaled network logic diagrams and accompanying schedule reports generated by the Primavera systems software, as outlined below. B. The plots of the time scaled logic diagrams shall not be smaller than nominal size of 24 inches by 36 inches with title block on each sheet, unless otherwise approved by the Engineer. C. The computer generated schedule reports shall be legal size 8 ½ x 11 inch paper, and shall include a tabulation of each activity shown on the detailed network diagrams. Bar chart schedules showing last month’s months target schedule shall be included. The following information shall be furnished as a minimum for each activity: • Predecessor and successor activity numbers • Activity description • Original duration of activity (work days) • Early start date • Early finish date • Actual start date • Actual finish date • Total float (work days) • Percentage of activity completed • Area code identifying the area in the project for each activity. An example of area codes might be 15 + 00 to 90 + 00 • Responsibility code for each activity identifying the various subcontracted work by Subcontractor and the work being done by the Contractor directly • Phase code for each activity identifying the various work phases such as structure, finishes, earthwork, pipe, etc. 4. All schedule submittals including revisions and updates shall include one copy of the schedule data on CD’s diskette(s) with label(s) identifying the P3 file name. These diskette(s) shall be 3.5 inch size with double sided, high density nominal capacity of 1.4 megabytes. The CD’s diskette(s) shall be properly packaged and shipped so as to prevent damage or loss to the data. 5. Preliminary schedule: A preliminary time-scaled network and printouts defining the Contractor‟s planned operations during the first 90 calendar days shall be submitted within 30 calendar days after receipt of Notice of Award, but no later than the Preconstruction Conference. The Contractor‟s general approach for the balance of the project shall be indicated. Both the Preliminary Network Diagrams and the Required Reports listed in Paragraph (6) shall be submitted. The Preliminary Schedule may be used for requesting progress payments for a period not to exceed 90 calendar days after receipt of Notice of Award. Payment requests after the first 90 calendar day period must be based upon the accepted Complete Schedule.