Please go through the attached CPM scheduling guidelines and select 10 salient points. Please explain why you think these points are important in term of project planning. 30 points 1.01 1.02 1.03 A SECTION 01310 CPK CONSTRUCTION SCHEDULE GENERAL The progent management scheduling tool Critical Path Method a network scheduling system commonly called CPM shall be employed by the Contractor for planning, and scheduling. of all work required under the Contract Documents. All schedule reports shall be in the form of computer printoutu. The Contractor may elect to une bar charts Gantt Charto) no an onsite scheduling tool: provided that all such bar chatte shall be generated from the approved CPM network. QUALIFICATIONS A statement of computerized cont capability shall be submitted in writing prior to the award of the Contract and shall verify that either the contractors organization has in house capability qualified to prepare and use the cost scheduling technique, or that the contractor employs a cp consultant who is so qualified In-house capability shall be verified by description of construction projects which the Contractor ita consultant computerized CPH scheduling techniques and shall include at least 2 projecte valued project, and at least one project which all project activities and procurement were controlled throughout the duration of the project by means of computerized periodie, systematic review of the con schedule SUBMITTAL PROCEDURES Submittal of all schedules and schedule reports shall be as specified in Section 2300 Contractor Submittals CHANGE ORDERS Upon issuance of a Change Order or work Directive change the approved change shall be reflected in the next submittal of the Revised Construction Schedule by the Contractor. CPM STANDARDS Definition CPM cheduling. as required by this Section, shall be interpreted to be generally as outlined in the Associated General Contractors publication. The Use of CPM in Construction, except that either arrow or precedence diagramming format is acceptable. Construction Schedules: Construction schedules shall include computer-generated graphic network and computerized construction schedule reports, as described below Network The CPx scheduling network shall be in the form of a time-scaled arrow or precedence diagram. shall be of the customary activity on arrow Or activity on node type and may be divided into a number of separate pages with suitable notation relating the interface points among the pages Individual pages shall not exceed 900 by 1525 mm 36-sneh by 60-inch. Notation on each activity arrow shall include a brief work description and duration estimate (see below) Precedence diagrams in box-Bode format are not acceptable. All construction activities and procurement shall be indicated in a time-scaled format and a calendar scale shall be shown on all sheets along the entire sheet length. Each activity arrow or node shall be plotted so that the beginning and completion dates and free float time of said activity can be determined graphically by comparison with the calendar scale. All activities shall be shown using the symbole that clearly distinguish between critical path activities, non-critical 1.05 city. Except for certain labor activities, such as activities, and free float for each non-critical activity. All no-Etieal path activities shall show estimated performances time and free float time in scaled form Duration Estimates. The duration estimate indicated tor each activity shall be computed in working days. converted to calendar days and show on the construction schedule in calendar daya, and shall represent the single best estimate considering the scope of the work and resources planned for concrete, paint drying. procurement, or delivering of materiale, activity duration shall not exceed 10 working day 114 calendar days) nor be shown as less than one working day unless otherwise accepted by the Engineer The requirement for activity duration not in exceso 10 days shall apply to all schedule submittals excepting the Proposed construction schedule required to be submitted price to the notice to proceed Schedule Reports Schedule Reports shall be prepared from the Initial Construction Schedule and from all subsequent Revised Construction Schedules and shall include the following minimum data for each activity: Activity thumbers or 1- Numbers Estimated Activity Duration Activity Description (including procurement items + arly start Date Calendar Dated) 5. Early Finish Date (Calendar Dated). Late Start Date Calendar Dated) Late Finish Date (Calendar Dated) . Status Whether Critical) 9. Total Ploat tor Rach Activity 10. Free Float for Each Activity Proiect Information. Each schedule report shall be prefaced with the following summary data 1. Project Name Contractor Name Type or Tabulation (Initial or Revised; it revised, show Tevision number or date Droject Duration 5 Project scheduled completion Date The date of comencement of the work as stated in the Notice to proceed. If an updated (revased) schedule. cite the new project completion date and current project status 1.06 CONSTRUCTION SCHEDULX MONITORING At not less than monthly mem-monthly weekly intervals, and when specifically requested by the Engineer, the Contractor shall submit to the Engineer a computer printout of a Revised Schedule Report for those activities that remain to be completed Each Revised Construction schedule, including an updated network diagram, 1 required, shall be submitted in the form sequence, and in the number of copies enquested for the incial Construction Schedule Where it is alwhere provided in these specifications that payments will be allowed for materials delivered to the site but not yet incorporated in the work, separate pay its wha11 be established for such materiale and for the furnishing and the installation of such itens Coats of such materials delivered to the site but not yet porated into the Work shall not be included in the coat value of the installation of such materials but shall be covered under separate cout value report END OY SUCTION Please go through the attached CPM scheduling guidelines and select 10 salient points. Please explain why you think these points are important in term of project planning. 30 points 1.01 1.02 1.03 A SECTION 01310 CPK CONSTRUCTION SCHEDULE GENERAL The progent management scheduling tool Critical Path Method a network scheduling system commonly called CPM shall be employed by the Contractor for planning, and scheduling. of all work required under the Contract Documents. All schedule reports shall be in the form of computer printoutu. The Contractor may elect to une bar charts Gantt Charto) no an onsite scheduling tool: provided that all such bar chatte shall be generated from the approved CPM network. QUALIFICATIONS A statement of computerized cont capability shall be submitted in writing prior to the award of the Contract and shall verify that either the contractors organization has in house capability qualified to prepare and use the cost scheduling technique, or that the contractor employs a cp consultant who is so qualified In-house capability shall be verified by description of construction projects which the Contractor ita consultant computerized CPH scheduling techniques and shall include at least 2 projecte valued project, and at least one project which all project activities and procurement were controlled throughout the duration of the project by means of computerized periodie, systematic review of the con schedule SUBMITTAL PROCEDURES Submittal of all schedules and schedule reports shall be as specified in Section 2300 Contractor Submittals CHANGE ORDERS Upon issuance of a Change Order or work Directive change the approved change shall be reflected in the next submittal of the Revised Construction Schedule by the Contractor. CPM STANDARDS Definition CPM cheduling. as required by this Section, shall be interpreted to be generally as outlined in the Associated General Contractors publication. The Use of CPM in Construction, except that either arrow or precedence diagramming format is acceptable. Construction Schedules: Construction schedules shall include computer-generated graphic network and computerized construction schedule reports, as described below Network The CPx scheduling network shall be in the form of a time-scaled arrow or precedence diagram. shall be of the customary activity on arrow Or activity on node type and may be divided into a number of separate pages with suitable notation relating the interface points among the pages Individual pages shall not exceed 900 by 1525 mm 36-sneh by 60-inch. Notation on each activity arrow shall include a brief work description and duration estimate (see below) Precedence diagrams in box-Bode format are not acceptable. All construction activities and procurement shall be indicated in a time-scaled format and a calendar scale shall be shown on all sheets along the entire sheet length. Each activity arrow or node shall be plotted so that the beginning and completion dates and free float time of said activity can be determined graphically by comparison with the calendar scale. All activities shall be shown using the symbole that clearly distinguish between critical path activities, non-critical 1.05 city. Except for certain labor activities, such as activities, and free float for each non-critical activity. All no-Etieal path activities shall show estimated performances time and free float time in scaled form Duration Estimates. The duration estimate indicated tor each activity shall be computed in working days. converted to calendar days and show on the construction schedule in calendar daya, and shall represent the single best estimate considering the scope of the work and resources planned for concrete, paint drying. procurement, or delivering of materiale, activity duration shall not exceed 10 working day 114 calendar days) nor be shown as less than one working day unless otherwise accepted by the Engineer The requirement for activity duration not in exceso 10 days shall apply to all schedule submittals excepting the Proposed construction schedule required to be submitted price to the notice to proceed Schedule Reports Schedule Reports shall be prepared from the Initial Construction Schedule and from all subsequent Revised Construction Schedules and shall include the following minimum data for each activity: Activity thumbers or 1- Numbers Estimated Activity Duration Activity Description (including procurement items + arly start Date Calendar Dated) 5. Early Finish Date (Calendar Dated). Late Start Date Calendar Dated) Late Finish Date (Calendar Dated) . Status Whether Critical) 9. Total Ploat tor Rach Activity 10. Free Float for Each Activity Proiect Information. Each schedule report shall be prefaced with the following summary data 1. Project Name Contractor Name Type or Tabulation (Initial or Revised; it revised, show Tevision number or date Droject Duration 5 Project scheduled completion Date The date of comencement of the work as stated in the Notice to proceed. If an updated (revased) schedule. cite the new project completion date and current project status 1.06 CONSTRUCTION SCHEDULX MONITORING At not less than monthly mem-monthly weekly intervals, and when specifically requested by the Engineer, the Contractor shall submit to the Engineer a computer printout of a Revised Schedule Report for those activities that remain to be completed Each Revised Construction schedule, including an updated network diagram, 1 required, shall be submitted in the form sequence, and in the number of copies enquested for the incial Construction Schedule Where it is alwhere provided in these specifications that payments will be allowed for materials delivered to the site but not yet incorporated in the work, separate pay its wha11 be established for such materiale and for the furnishing and the installation of such itens Coats of such materials delivered to the site but not yet porated into the Work shall not be included in the coat value of the installation of such materials but shall be covered under separate cout value report END OY SUCTION