01_32_00_CONSTRUCTION_PROGRESS_DOCUMENTATION_FINAL.pdf

Design Build Two Step

Section 01 32 00-Page 1

SECTION 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Start-up construction schedule.

2. Contractor's construction schedule.

3. Daily construction reports.

4. Material location reports.

5. Field condition reports.

6. Special reports.

B. Related Sections:

1. Division 1 Section "Submittal Procedures" for submitting schedules and reports.

2. Division 1 Section "Quality Requirements" for submitting a schedule of tests and inspections.

3. Division 1 Section “Design After Award” for Design schedule requirements.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by CO.

Section 01 32 00-Page 2

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of the Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Float: The measure of leeway in starting and completing an activity.

1. Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

F. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

1.4 ACTION SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

1. PDF electronic file.

2. Two paper copies.

B. Start-up construction schedule.

1. Approval of cost-loaded start-up construction schedule will not constitute approval of schedule of values for cost-loaded activities.

C. Start-up Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.

D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label.

E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Narrative Report: Provide a Narrative Report with the Initial and each Periodic Update of the project schedule, as the basis of the progress payment request. The Narrative Report shall include: a description of activities along the 2 most critical paths where the total float

Section 01 32 00-Page 3 is less than or equal to 20 work days, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken. The narrative report is expected to communicate to the Government, the Contractor's thorough analysis of the schedule output and its plans to compensate for any problems, either current or potential, which are revealed through that analysis. Identify and explain why any activities that, based their calculated late dates, should have either started or finished during the update period but did not.

2. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.

3. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.

4. Total Float Report: List of all activities sorted in ascending order of total float.

5. Earnings Report: Compilation of Contractor's total earnings from commencement of the

Work until most recent Application for Payment.

F. Daily Construction Reports: Submit at weekly intervals.

G. Material Location Reports: Submit at weekly intervals.

H. Field Condition Reports: Submit at weekly intervals.

I. On Site Equipment Report: Submit at daily intervals.

J. Special Reports: Submit at time of unusual event.

K. Qualification Data: For scheduling consultant.

1.5 SCHEDULE ACCEPTANCE PRIOR TO START OF WORK

A. The Contracting Officer and Contractor shall participate in a preliminary meeting(s) to discuss the proposed schedule and requirements of this section prior to the Contractor preparing the

Project Baseline Schedule.

B. Government review comments on the Contractor's schedule(s) shall not relieve the Contractor from compliance with requirements of the Contract Documents.

C. Only bonds shall be paid prior to acceptance of the Baseline Network Analysis Schedule (NAS).

D. The acceptance of a Baseline NAS is a condition precedent to:

1. The Contractor starting work on the demolition or construction stage(s) of the contract.

2. Processing Contractor's pay request(s) for construction activities/items of work.

3. Review of any schedule updates.

1.6 THREE-WEEK LOOK AHEAD SCHEDULE

A. The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Network Analysis Schedule. The

Section 01 32 00-Page 4 work plans shall be keyed to NAS activity numbers and updated each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-

Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Project NAS on an electronic spreadsheet program and printed on 8 ½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 8 a.m. each Monday and reviewed during the weekly CQC Coordination Meeting.

1.7 QUALITY ASSURANCE

A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of COR's request.

B. Prescheduling Conference: Conduct conference at Project site to comply with requirements in

Division 01 Section "Project Management and Coordination." Review methods and procedures related to the preliminary construction schedule and Contractor's construction schedule, including, but not limited to, the following:

1. Review software limitations and content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including work stages and interim milestones.

4. Review delivery dates for Contracting Officer-furnished products.

5. Review schedule for work of Contracting Officer's separate contracts.

6. Review time required for review of submittals and resubmittals.

7. Review requirements for tests and inspections by independent testing and inspecting agencies.

8. Review time required for completion and startup procedures.

9. Review and finalize list of construction activities to be included in schedule.

10. Review submittal requirements and procedures.

11. Review procedures for updating schedule.

1.8 ANTICIPATED WEATHER DELAYS

A. To request an adverse weather time extension, the weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month. The Request must be made no more than

30 days after the event.

B. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

C. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) at Ronald Reagan Airport and will constitute the base line

Section 01 32 00-Page 5 for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON FIVE (5) DAY WORK WEEK

Jan Feb Mar Apr May June Jul Aug Sept Oct Nov Dec 8 6 8 6 8 7 7 6 6 6 6 7

For roofing projects, contractors will be permitted to work on Saturdays (if the contractor elects to do so) providing they provide the COR four days' notice. Rain on Saturdays and Sundays are not factored into adverse weather delays for any contract, unless that contract explicitly required all work to be completed on Saturdays and/or Sundays

1.9 AS-BUILT SCHEDULES

A. As a condition precedent to the release of retention and making final payment, submit an "As-

Built Schedule," as the last schedule update showing all activities at 100 percent completion. This schedule shall reflect the exact manner in which the project was actually constructed

1.10 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for commencement of the Work to date of

Substantial Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

Section 01 32 00-Page 6

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by COR.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Division 01

Section "Submittal Procedures" in schedule. Coordinate submittal review times in

Contractor's construction schedule with submittal schedule.

4. Design and Permit Activities: Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. This shall be at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. The schedule shall include review and correction periods associated with each item.

5. Government Activities: Show Government and other agency activities that could impact progress. These activities include, but are not limited to: approvals, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government

Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

6. Startup and Testing Time: Include not less than 15 days for startup and testing.

7. Substantial Completion: Indicate completion in advance of date established for Substantial

Completion, and allow time for COR's administrative procedures necessary for certification of Substantial Completion.

8. Punch List and Final Completion: Include not more than 30 days for punch list and final completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Work under More Than One Contract: Include a separate activity for each contract.

2. Work by Contracting Officer: Include a separate activity for each portion of the Work performed by Contracting Officer.

3. Products Ordered in Advance: Include a separate activity for each product. Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

4. Contracting Officer-Furnished Products: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

5. Work Restrictions: Show the effect of the following items on the schedule:

a. Limitations of continued occupancies.

b. Uninterruptible services.

c. Use of premises restrictions.

d. Provisions for future construction.

e. Seasonal variations.

f. Environmental control.

Section 01 32 00-Page 7

6. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.

b. Submittals.

c. Purchases.

d. Mockups.

e. Fabrication.

f. Sample testing.

g. Deliveries.

h. Installation.

i. Tests and inspections.

j. Adjusting.

k. Curing.

l. Startup and placement into final use and operation.

7. Construction Areas: Identify each major area of construction for each major portion of the

Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.

b. Permanent space enclosure.

c. Completion of mechanical installation.

d. Completion of electrical installation.

e. Substantial Completion.

D. Milestones: The schedule must include milestone activities for each significant project event including but not limited to: milestone activities for each fast track design package released for construction; design complete; foundation/substructure construction complete; superstructure construction complete; building dry-in or enclosure complete to allow the initiation of finish activities; permanent power complete; and building systems commissioning complete.

E. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.

2. Unanswered RFIs.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

G. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which

Contractor intends to regain compliance with the schedule. Indicate changes to working hours, Section 01 32 00-Page 8 working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished.

H. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

1. Project schedules must be prepared and maintained using Primavera P6, or current mandated scheduling program. Save files in Concentric P6 or current mandated scheduling program file format, compatible with the Governments version of the scheduling program.

Importing data into P6/current mandated scheduling program using data conversion techniques or third party software will be cause for rejection of the submitted schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

A. General: Prepare network diagrams using cost loaded format.

B. Start-up Network Diagram: Prepare a fully developed network analysis of the project. The network shall be of the type generally referred to as the Critical Path Method (CPM), Critical Path

Schedule (CPS), and Critical Path Analysis (CPA). Submit within 15 days of the date established for “Notice to Proceed”.

1. The network analysis shall include as a minimum a graphic representation of all activities and events included in the construction of the project. The network shall show the major subdivisions of the work, the activities involved in each part, the relations of activities to each other as to dependency, concurrency, etc., the duration of each activity, and the critical path of activities for the overall job showing a total job duration equal to the contract time.

A written statement of explanation is to be submitted with the network designation.

2. An initial schedule, generated by the network design shall be submitted showing the following for each activity.

a. The earliest activity starting time, the latest activity starting time, the earliest activity finishing time, the latest activity finishing time, total float time (slack time), free float (of slack). These times are to be given in calendar dates.

b. Status reports for the approved network diagram will be required monthly throughout the life of the contract or at other times if unusual conditions exist, at the direction of the Contracting Officer. These reports will indicate actual completion dates of completed activities and expected completion dates of other activities.

c. Any changes in the original network plan desired by the Contractor must be approved by the Contracting Officer.

d. Allow 28 calendar days for NIST to process and review major submittal packages submitted to NIST for review and approval.

e. Clearly indicate the critical path for the project. Highlight NIST actions that are on the critical path.

f. Phasing: Provide notations on the schedule to show how the sequence of the Work is affected by requirements for phased completion to permit Work by separate

Contractors and partial occupancy by the Government prior to Substantial

Completion.

g. Work Stages: Indicate important stages of construction for each major portion of the Work, including contractor funded testing and installation.

Section 01 32 00-Page 9

h. Area Separations: Provide a separate time bar to identify each major construction area for each major portion of the Work. Indicate where each element in an area must be sequenced or integrated with other activities.

i. Cost Correlation: At the head of the schedule, provide a two item cost correlation line, indicating “pre-calculated” and “actual” costs. On the line show dollar-volume of Work performed as of the dates used for preparation of payment requests.

C. CPM Schedule: Prepare Contractor's construction schedule using a cost loaded CPM network analysis diagram for the Work.

1. Failure to include any work item required for performance of this Contract shall not excuse

Contractor from completing all work within applicable completion dates, regardless of

COR's approval of the schedule.

2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information.

3. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

4. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule in order to correlate with Contract Time.

5. All costs applicable to the requirements for network analysis, reports, etc. shall be included in the lump sum offer.

6. Update the equipment delivery schedule at monthly intervals or as directed by the COR;

reflect any changes occurring since the last updating. Submit copies of purchase orders and confirmation of delivery dates as directed. Update the equipment schedule with each invoice for progress payment.

D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the start-up network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:

a. Preparation and processing of submittals.

b. Mobilization and demobilization.

c. Purchase of materials.

d. Delivery.

e. Fabrication.

f. Utility interruptions.

g. Installation.

h. Work by Contracting Officer that may affect or be affected by Contractor's activities.

i. Testing and commissioning.

j. Punch list and final completion.

k. Activities occurring following final completion.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

Section 01 32 00-Page 10

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.

a. Subnetworks on separate sheets are permissible for activities clearly off the critical path.

5. Cost-Loading of CPM Schedule: Assign cost to construction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain COR's approval prior to assigning costs to fabrication and delivery activities. Assign costs under principal subcontracts for contractor funded testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, LEED documentation, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum.

a. Each activity cost shall reflect an appropriate value subject to approval by COR.

b. Total cost assigned to activities shall equal the total Contract Sum.

c. All costs applicable to the requirements for network analysis, reports, etc. shall be included in the lump sum offer.

E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall project schedule.

F. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following:

1. Contractor or subcontractor and the Work or activity.

2. Description of activity.

3. Principal events of activity.

4. Immediate preceding and succeeding activities.

5. Early and late start dates.

6. Early and late finish dates.

7. Activity duration in workdays.

8. Total float or slack time.

9. Average size of workforce.

10. Dollar value of activity (coordinated with the schedule of values).

G. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following: Update the equipment delivery schedule at monthly intervals or as directed by the COR; reflect any changes occurring since the last updating. Submit copies of purchase orders and confirmation of delivery dates as directed. Update the equipment schedule with each invoice for progress payment.

1. Identification of activities that have changed.

2. Changes in early and late start dates.

Section 01 32 00-Page 11

3. Changes in early and late finish dates.

4. Changes in activity durations in workdays.

5. Changes in the critical path.

6. Changes in total float or slack time.

7. Changes in the Contract Time.

H. Value Summaries: Prepare two cumulative value lists, sorted by finish dates.

1. In first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value.

2. In second list, tabulate activity number, late finish date, dollar value, and cumulative dollar value.

3. In subsequent issues of both lists, substitute actual finish dates for activities completed as of list date.

4. Prepare list for ease of comparison with payment requests; coordinate timing with progress meetings.

a. In both value summary lists, tabulate "actual percent complete" and "cumulative value completed" with total at bottom.

b. Submit value summary printouts one week before each regularly scheduled progress meeting.

2.3 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions, including presence of rain or snow.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events (refer to special reports).

10. Stoppages, delays, shortages, and losses.

11. Meter readings and similar recordings.

12. Emergency procedures.

13. Orders and requests of authorities having jurisdiction.

14. Change Orders received and implemented.

15. Construction Change Directives received and implemented.

16. Services connected and disconnected.

17. Equipment or system tests and startups.

18. Partial completions and occupancies.

19. Substantial Completions authorized.

Section 01 32 00-Page 12

B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site.

C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for

Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

2.4 SPECIAL REPORTS

A. General: Submit special reports directly to Contracting Officer within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at the

Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, and response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Contracting Officer in advance when these events are known or predictable.

C. Equipment Delivery Schedule:

1. Within ten (10) calendar days after Notice of Award, submit to the COR for approval, a schedule shown in the procurement plans for materials, plans and equipment. The submittal shall be in the format prescribed by the Contracting Officer and include as a minimum the following information.

a. Description

b. Date of purchase order

c. Promised shipping date

d. Name of manufacturer or supplier

e. Date delivery is expected

f. Date material or equipment is required, according to current progress schedule or network.

2. The Contractor shall update the equipment delivery schedule at monthly intervals or as directed by the COR. This delivery schedule shall reflect any changes occurring since the last update. The Contractor shall submit copies of purchase orders and confirmation of delivery dates as directed by the COR and update the equipment schedule with each invoice for progress payment.

PART 3 - EXECUTION

3.1 REQUESTS FOR TIME EXTENSIONS

A. In the event the Contractor believes it is entitled to an extension of the contract performance period, completion date, or any interim milestone date, furnish the following for a determination by the Contracting Officer: justification, project schedule data, and supporting evidence as the

Section 01 32 00-Page 13

Contracting Officer may deem necessary. Submission of proof of excusable delay, based on revised activity logic, duration, and costs (updated to the specific date that the delay occurred) is a condition precedent to any approvals by the Government. In response to each Request for

Proposal issued by the Government, the Contractor shall submit a schedule impact analysis demonstrating whether or not the change contemplated by the Government impacts the critical path.

B. The project schedule shall clearly display that the Contractor has used, in full, all the float time available for the work involved with this request. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay, will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

C. Submit a justification for each request for a change in the contract completion date of less than 2 weeks based upon the most recent schedule update at the time of the NTP or constructive direction issued for the change. Such a request shall be in accordance with the requirements of other appropriate Contract Clauses and shall include, as a minimum:

1. A list of affected activities, with their associated project schedule activity number.

2. A brief explanation of the causes of the change.

3. An analysis of the overall impact of the changes proposed.

4. A sub-network of the affected area

3.2 DEFAULT TERMS

A. Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.3 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Scheduling: Contractor to provide planning, evaluation, and reporting using CPM scheduling.

B. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

Section 01 32 00-Page 14

3. As the Work progresses, indicate final completion percentage for each activity.

C. Distribution: Distribute copies of approved schedule to COR, Contracting Officer, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

END OF SECTION 01 32 00