Section Cover Sheet
Section 01321
2006-10-31 Bar Chart Construction Schedule

Use this section to specify requirements for the preparation and submission of a bar chart type of construction progress schedule. Include this section on smaller, short duration projects involving only one or two sub-trades and not requiring complex commissioning procedures, and where a network analysis construction progress (NACP) type of schedule is not considered necessary. Do not use this section if Section 01322 – Network Analysis Construction Schedule is provided.

Edit this section to suit the Contract requirements.

On most projects, a NACP type of schedule is necessary. Requirements for this type of schedule are provided in Section 01322 – Network Analysis Construction Schedule.

If other types of schedules, e.g., product delivery, manpower, or equipment schedules, are deemed necessary, specify the requirements in Section 01330 – Submittals.

Heading of Specification Text / Specification Note /
Part 1 General
1.1 Format of Schedule
1.2 Quality of Schedule
[.4] / Include this clause only when allowances are specified, except when the requirements of such allowances are not readily definable and prior scheduling is not possible, e.g., unforeseen work.
1.3 Submittals
1.4 Use of the Construction Schedule
1.5 Progress Revisions
Part 2 Products - Not Used
Part 3 Execution - Not Used

END OF COVER SHEET

CWMS Civil Works Master Specification
Alberta Transportation
Master Specification System / Page 1
Section 01321
Bar Chart Construction Schedule
Tender No.: [ ] Page 1

PART 1 GENERAL

1.1 FORMAT OF SCHEDULE

.1 Base the format of the construction schedule on the following:

.1 Horizontal bar chart of sufficient size to clearly indicate all required information.

.2 Time divided into months, weeks, and days. Identify the first workday of each week.

.3 Space for revisions.

1.2 qUALITY of Schedule

.1 Provide a separate bar for each activity.

.2 Indicate the start and completion dates for each activity, and the work restriction and Milestone Dates, and the Contract Time specified in Section 01110 – Summary of Work.

.3 Indicate the projected percentage of completion for each activity as of the first day of each month.

[.4] Provide a separate bar for each specified allowance [except for unforeseen work]. List each definable activity for each allowance. Include dates for receipt of documentation or information pertaining to work covered by the allowances.

1.3 SubmiTTALS

.1 Provide the following submittals.

.2 Construction schedule:

.1 Within 10 days of receipt, the Minister will either return the submitted construction schedule to the Contractor with no exceptions taken or require revisions to the construction schedule. Provide a revised construction schedule within 5 days of receiving the Minister’s comments, if any.

.2 An initial construction schedule for the Minister’s review within 15 days after the date of commencement of the Contract.

.3 Updated construction schedule within 5 days after the end of each month.

.4 Progress revisions within 15 days after receiving notice to do so from the Minister.

1.4 USE OF THE CONSTRUCTION SCHEDULE

.1 Adhere to, and require that all Subcontractors and Suppliers adhere to, the construction schedule.

1.5 Progress Revisions

.1 Revise the construction schedule upon request by the Minister if, in the Minister’s opinion:

.1 the progress of the Work is substantially different from the latest construction schedule and the date of Substantial Performance of the Work appears to be in jeopardy;

.2 the Work is being performed in a sequence that is not in keeping with the general work sequence of the latest construction schedule; or

.3 a revision is necessary to reflect a required adjustment to the Contract Time that has been authorized by the Minister.

.2 Outline methods to be used to complete the Work within the Contract Time.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

END OF SECTION