Rodarte Construction Inc 2/14/2018

I PART 2 PRODUCTS 2.1 CONSTRUCTION PROGRESS SCHEDULES A. Within fourteen(14) days after date of Notice to Proceed, prepare and submit to the Engineer a practicable schedule showing the order in which the Contractor proposes to carry out the Work, the dates on which the important features of the work will start, and the contemplated dates for completing same. In addition to a time-scaled bar chart schedule depicting the project critical path,the Contractor shall submit a detailed CPM logic diagram.The CPM diagram and time-scaled bar chart shall include the following: • Construction activities • Submittal and approval of material samples and shop drawings • Procurement of critical materials • Fabrication,installation, and testing of special material and equipment • Duration of work, including completion times of all stages and their sub-phases The activities shall be separately identifiable by coding or use of sub-networks or both. The duration of each activity shall be verifiable by manpower and equipment allocation,in common units of measure,or by delivery dates and shall be justifiable by the Contractor upon the request of the Engineer. �1 Detailed subnetworks will include all necessary activities and logic connectors to describe the work and all restrictions to it.In the restraints,include those activities from the project schedule which initiated the subnetwork as well as those restrained by it. Include a tabulation of each activity in the computer mathematical analysis of the network diagram. Furnish the following information as a minimum for each activity: • Event(node)number(s) for each activity • Activity description • Original duration of activities (in normal workdays) • Estimated remaining duration of activities(in normal workdays) • Earliest start date or actual start date(by calendar date) • Earliest finish date or actual finish date(by calendar date) • Latest start date (by calendar date) • Latest finish date(by calendar date) • Slack or float time(in workdays) Computer printouts shall consist of at least a node sort and an"early start/total-float" sort. B. Attention is drawn to typical local climatic weather patterns and Work shall be coordinated accordingly. C. Complete project schedule shall be revised and resubmitted to the Engineer at a minimum occurrence of every four(4)weeks for review. D. Three Week Lookahead Schedules: Provide each week at the weekly construction meeting. The previous week's completed work shall be shown on the schedule for a total of 4 weeks shown. Legion Golf Course Stormwater Detention Project Submittal Procedures WO#UP3620 01 33 00-7