OMB-MJ0217000003-BP5-specifications Part 3.pdf

516 N. KING ST, WILMINGTON DE 19801 CUSTOMS HOUSE RENOVATION AND ADDITION

JULY 3, 2026 #MJ0217000003-BP5

TEVEBAUGH ARCHITECTURE PROJECT COORDINATION MEETINGS

TA PROJECT NO. 21037 01 31 13 - 1

SECTION 013113

PROJECT COORDINATION MEETING

1. PROJECT COORDINATION MEETING

A. An on-site project coordination meeting will be held on a biweekly basis throughout the project construction period.

2. ATTENDANCE

A. Attendance at the project coordination meeting is mandatory of each Contractor or major supplier on the project.

B. The representative of the Contractor shall be the Project Manager and field superin-tendent unless a substitute representative has been approved by the Construction Man-ager.

C. Contractor will begin attending the Project Coordination Meetings at least 4 weeks prior to mobilization on site and will continue until the Contractor has fulfilled the obligations of his Contract.

3. AGENDA

A. The Construction Manager will set the agenda for the biweekly Project Coordination Meeting.

B. At a minimum, the Contractor shall be prepared to discuss the following:

1. Actual vs. as planned progress for the prior two-week period.

2. Planned construction activities for the next four weeks.

3. Contract document clarifications.

4. Coordination items with other contractors.

5. Quality Control.

6. Recently issued change orders.

7. Potential change orders.

8. Submittals and shop drawings.

9. Other items requiring Construction Manager’s attention.

END OF SECTION

NOT FOR BID

DIN

G PURPOSES

CUSTOMS HOUSE RENOVATION AND ADDITION 516 N. KING ST, WILMINGTON, DE 19801

#MJ0217000003-BP5 JULY 3, 2026

PROJECT COORDINATION MEETINGS TEVEBAUGH ARCHITECTURE

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TEVEBAUGH ARCHITECTURE PRE-INSTALL MEETINGS

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SECTION 013119

PRE-INSTALLATION MEETINGS

1. PRE-INSTALLATION MEETINGS

A. An on-site pre-installation meeting will be held at least two weeks prior to commence-ment of installation of work.

2. ATTENDANCE

A. Attendance at the pre-installation meeting is mandatory of each Contractor and/or major supplier as required for each specific meeting listed below.

B. The following individuals shall attend these meetings:

• Contractors’ Project Manager

• Contractors’ Field Superintendent

• Contractors’ Safety Representative (as needed)

• Key Subcontractors, Suppliers, and Vendors

• EDiS Project Manager

• EDiS Field Manager

• EDiS Safety Director (as needed)

• EDiS MEP Specialist (as needed)

• Owner’s Representative (as needed)

• Architect/Engineer (as needed)

• Governmental Agency Representatives (as needed)

• Testing/Inspection Agency Representatives (as needed)

• Utility Company Representatives (as needed)

3. SUBMITTALS

A. Each contractor is responsible to have all submittals and mock-ups, as related to the pre-installation meeting scope of work, submitted and approved prior to commencement of the pre-installation meeting.

4. LIST OF REQUIRED MEETINGS

• Selective Demolition

• Doors/Frames/Hardware

• Interior Glass and Glazing

• Finish Carpentry & Millwork

• Acoustical Ceilings/Acoustical Wall Panels

• Paint and VWC

• Flooring (VCT, Carpet)

• Operable Partitions

• Partition Walls

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o Metal Studs o Drywall o Insulation o Doors/Frames/Hardware

• Fire Protection o Fire Sprinkler Systems o Fire Alarm Systems

• MEP Coordination o Mechanical Piping Roughin o Plumbing Roughin o Insulation o Electrical Roughin o Electrical – Bonding, grounding, lightning protection o Automatic Temperature Controls o Commissioning

• Voice/Data Low Voltage Wiring

• Security System

• Audio-Visual Equipment

• Owner Furnished Equipment

• Final Cleaning

5. AGENDA

A. At a minimum, the Contractor shall be prepared to discuss the items as listed on the agenda template shown on the following page:

PROJECT: CUSTOMS HOUSE RENOVATION AND ADDITION

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TA PROJECT NO. 21037 01 31 19 - 3

PRE-INSTALLATION MEETING:

(Insert Phase of Work)

ATTENDEES:

NAME COMPANY WORK ITEM CONTRACT

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01 31 19 - 4 TA PROJECT NO. 21037

TESTING & INSPECTION REQUIREMENTS

(THESE REQUIREMENTS COME FROM THE PROJECT MANUAL)

PART 1 - REVIEW CONTRACT DRAWINGS AND SPECIFICATIONS

Drawing / Spec No. Comments / Conflicts

REVIEW SCOPES OF WORK (SEE SECTION 011100 IN THE PROJECT MANUAL)

REVIEW RELEVANT RFI’S

REVIEW SUBMITTALS (SEE THE SUBMITTAL REGISTER)

REVIEW MATERIALS AND DELIVERIES

REVIEW SCHEDULE AND SEQUENCE OF WORK

JOB SITE SAFETY (SEE THE CONTRACTOR’S SAFETY PROGRAM OR OSHA)

• Safety Plans must be submitted before the start of work

• Certificates of Insurance need to be submitted before the start of work

• Minimum PPE – Hardhats, steel toe boots, safety glasses

• Lock-out, Tag, Test and Try ALL utilities is critical before the start of demolition

• Signage & HAZCOM Requirements

• Potential Hazards o Excavations >4 ft o Slips/trips/falls o Existing utilities to remain and protected o Overhead debris o Power tools o Heavy equipment

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COORDINATION WITH OTHER TRADES

ACTION ITEMS AND RESPONSIBILITY

END OF SECTION

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TEVEBAUGH ARCHITECTURE WEB BASED PROJECT MANAGEMENT SYSTEM

TA PROJECT NO. 21037 01 31 25 - 1

SECTION 013125

WEB-BASED PROJECT MANAGEMENT SYSTEM

1. GENERAL PROVISIONS

A. The general provisions of the Contract, including the Conditions of the Contract (Gen-eral, Supplementary and other Conditions, if any) and Division 1 as appropriate, apply to the Work specified in this Section.

B. Refer to provisions in AIA Document A232 – 2019 EDITION, GENERAL CONDITIONS

OF THE CONTRACT FOR CONSTRUCTION, for requirements in addition to those specified in Division 1.

C. Refer to Scope Information Sheets for all contracts bound in the Project Manual under

Section 011100 - SUMMARY OF WORK. The Scope Information Sheets describe gen-erally the work included in each contract, but the work is not necessarily limited to that described.

D. All Contractors shall use Internet/Web-based project management software to transmit documents, track, and otherwise manage this project.

E. Use of this project management software will not change any contractual responsibilities of the construction team members.

2. DEFINITIONS

A. System: A real time web-based software that shares data, translates data, organizes da-ta, facilitates communication, archives actions, and offers scheduling prompts to identi-fied Users.

B. Users: Authorized participants of this project furnished with a unique password and au-thorized to access the system to view/input/export data. Owner, Construction Manager, Architect, and the Contractors are all Users. Other Users may be added as necessary.

C. Contacts: Entities identified to automatically receive specific transmissions or entities selected to receive specific information sent by the system through to an e-mail address.

D. Signees: Those individuals identified, by the Contractors, authorized to sign change or-ders and payment applications via electronic signature. This electronic signature is as contractually binding as an original signature on paper.

3. USE OF SYSTEM

A. The use of the system is mandatory for the documentation of the transmittal of all non-oral information, even if the actual transmission of the information is by another means.

B. The use of the system will be mandatory by the Contractors to send, retrieve, and re-spond to data.

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C. In addition to this web-based project management system, the Contractors will be re-quired to use electronic mail (email) for day-to-day communication and correspondence.

Email will be the primary means of transmitting written communication (i.e. meeting minutes, draft pay applications, etc.).

4. QUALITY ASSURANCE

A. A three-hour training session in the use of the software for this project will be offered by the Construction Manager at a location convenient to the project site. Attendance by one member of each Contractor’s organization is mandatory. Additional attendees may enroll based on availability of training space. All attendees must have a working knowledge of computers. Training can not begin until three working days after the receipt of the sub-mittals indicated below.

B. Technical assistance will be provided by on-line help, email, or telephone for all Users through-out the life of the project.

5. SUBMITTALS

A. Submit to the Construction Manager, within 5 days following the receipt of the letter of intent to award, in an electronic template, the following:

1. Electronic logo of organization (as needed)

2. Names, mailing address and electronic address of its Users and Contacts.

3. Designation the role/responsibility for each User

6. SOFTWARE AND HARDWARE REQUIREMENTS

A. Each User shall provide and maintain a computer with high-speed internet access and an email address. The computer shall have a high-speed internet browser (Internet Ex-plorer 8.0 or higher, Firefox version 3.6.12 or higher, Google Chrome or Safari version

5.0 or higher) and a high speed cable Internet access, high speed DSL or T1 line.

B. License(s) to Use System - Each Contractor will be provided unlimited licenses to use the system for this project. Each license will allow secure unlimited usage from the no-tice to proceed until the original contract completion date.

7. SYSTEM DESCRIPTION

A. The web-based project management system is a “secure, real-time, interactive, central-ized database” specifically established and maintained for the management of this con-struction project. The product is designed to facilitate communication and improve the time management of its users by facilitating the sharing of information. Information will be available 24/7, from any computer meeting the specifications listed above. The infor-mation is fully protected. The electronic platform allows information to be transmitted across the internet reducing printing and postage costs and the time associated with such activities.

B. The system contains a directory of the project participants.

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C. The system includes templates, with the CM’s letterhead, for each document created inside the system. The template allows the use of “pull down” menus to complete signifi-cant portions of each document.

D. The system allows the templates (and attached documents created outside the system) to be distributed to Users and Contacts.

E. The System contains “translation software” to permit the viewing (and marking) of docu-ments created outside the system. The system can view documents created by different software programs and can deliver images of its translation to any computer meeting the criteria listed above.

F. The system can be personalized by the Construction Manager to automatically send e-mail notices upon issuance of certain documents if such a practice facilitates the User’s business needs.

G. The system is the product of Building Blok, LLC (www.buildingblok.com) and will be continuously updated.

H. The Construction Manager will administer the Building Blok User accounts for this pro-ject.

8. DOCUMENTS CREATED INSIDE THE SYSTEM

A. The following documents shall be created on templates inside the system.

1. Transmittals for submittals processed in the system. The transmittals are automati-cally created by the system when the submittal is uploaded.

2. Submittal Register showing all of the submittals required of the contract, assigned to each Contractor.

3. Submittal Log: The CM will maintain submittal log after it is initialized.

4. RFI (Requests for Information)

5. Change Orders

6. RFP (Requests for Proposal)

7. ASI (Architect’s Supplemental Instructions)

8. Tasks & Memos as determined by the CM

9. Payment Applications

10. Closeout Tracking Log

B. The following documents may, at each Users option, be created on the system.

1. Morning & Afternoon Activity Reports generated by the system

2. E-mails: Contacts that do not have access to the system may be sent information from the system, by the system.

3. Reports of information on the system

4. Project Notices: “Broadcast” messages can be sent to other Users system entry screen.

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9. DOCUMENTS CREATED OUTSIDE THE SYSTEM AND DISTRIBUTED BY THE SYSTEM

A. The following documents are expected to be created outside the system and distributed through the system. The actual documents may be scanned or electronically attached to the transmittal.

1. Technical Submittals: Shop drawings, product data, testing reports, certifications, installation instructions, operation & maintenance manuals, will be submitted and dis-tributed through the system. The Architect will return all submissions through the sys-tem electronically. The Construction Manager will distribute submittals (after Archi-tect’s action) electronically. Contractors may download and distribute submittals to their subcontractors and suppliers or elect to print paper copies for distribution, or both.

2. Photographs: Digital photographs and scanned images can be loaded onto the sys-tem and shared.

3. Schedule of Values/ Payment Applications: (The “pencil” review of these documents can occur inside the system).

4. Change Orders: (The “pencil” review of these documents can occur inside the sys-tem.)

5. Schedules: The schedule document(s) will be available for review on the system.

6. Data created in other software may be uploaded to the system electronically.

10. DOCUMENTS CREATED OUTSIDE THE SYSTEM AND DISTRIBUTED OUTSIDE THE

SYSTEM

A. The following documents are expected to be created outside the system and distributed outside the system. The actual documents may be scanned or electronically attached to the transmittal.

1. Schedules: The Construction Manager will develop the Master Schedule through Mi-crosoft Project 2003. The schedule will be distributed either through hard copies at meetings or through email.

2. Product samples, color samples, physical samples are still required to be provided per the technical specifications, however, the transmittal documenting the distribution shall be done inside the system and submitted electronically and printed to accom-pany the actual submission.

3. Meeting minutes will be created using Microsoft Word 2003 and distributed through hard copies at meetings or through email.

4. AIA closeout documents, which require an “original” signature, will created and dis-tributed outside the system.

TEVEBAUGH ARCHITECTURE CONSTRUCTION PROGRESS DOCUMENTATION

TA PROJECT NO. 21037 01 32 00 -

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. Startup construction schedule.

2. Contractor's construction schedule.

3. Construction schedule updating reports.

4. Construction reports.

5. Material location reports.

6. Site condition reports.

7. Special reports.

B. Related Requirements:

1. Section 01 33 00 "Submittal Procedures" for submitting schedules and reports.

2. Section 01 40 00 "Quality Requirements" for submitting a schedule of tests and inspections.

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. Baseline: The complete schedule that has been set prior to the beginning of the project. The project baseline is to be saved and restricted from being changed after the project has begun.

The schedule baseline is to be saved in such a manner that it can be displayed for comparison to the current live schedule.

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CUSTOMS HOUSE RENOVATION AND ADDITION 516 N. KING ST, WILMINGTON DE 19801

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C. 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 Architect.

D. 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 Project.

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

F. Event: The starting or ending point of an activity.

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

1. Float time belongs to Owner.

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.

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

1.4 INFORMATIONAL SUBMITTALS

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

1. Working electronic copy of schedule file, where indicated.

2. PDF electronic file.

B. Startup construction schedule.

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

C. Startup 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

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loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

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

2. 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.

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

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

Work until most recent Application for Payment.

F. Construction Schedule Updating Reports: Submit with Applications for Payment.

G. Construction Reports: Submit at weekly intervals.

H. Material Location Reports: Submit at weekly intervals.

I. Site Condition Reports: Submit at time of discovery of differing conditions.

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

K. Qualification Data: For scheduling consultant.

1.5 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 Architect's request.

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

Section 01 31 00 "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. Review delivery dates for Owner-furnished products.

4. Review schedule for work of Owner's separate contracts.

5. Review submittal requirements and procedures.

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 Project closeout and Owner startup procedures.

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

10. Review procedures for updating schedule.

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1.6 COORDINATION

A. Coordinate Contractor's construction schedule with the schedule of values 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 the Notice of Award to date of final 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 main element of the Work. Comply with the following:

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

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 Section 01 33

00 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's construction schedule with submittal schedule.

4. Startup and Testing Time: Include no fewer than 15 days for startup and testing.

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

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

6. Punch List and Final Completion: Include not more than 30 days for completion of punch list items 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. Phasing: Arrange list of activities on schedule by phase.

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

3. Work by Owner: Include a separate activity for each portion of the Work performed by

Owner.

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4. Products Ordered in Advance: Include a separate activity for each product. Include delivery date indicated in Section 01 10 00 "Summary of Work." Delivery dates indicated stipulate the earliest possible delivery date.

5. Owner-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 01 100 0 "Summary of Work." Delivery dates indicated stipulate the earliest possible delivery date.

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

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Partial occupancy before Substantial Completion.

e. Use of premises restrictions.

f. Provisions for future construction.

g. Seasonal variations.

h. Environmental control.

7. 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. Building flush-out.

m. Startup and placement into final use and operation.

8. 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. Temporary enclosure and space conditioning.

c. Permanent space enclosure.

d. Completion of mechanical installation.

e. Completion of electrical installation.

f. Substantial Completion.

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion.

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E. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs.

On the line, show planned and actual dollar volume of the Work performed as of planned and actual dates used for preparation of payment requests.

1. See Section 01 29 00 "Payment Procedures" for cost reporting and payment procedures.

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 Requests for Information.

3. Rejected or unreturned submittals.

4. Notations on returned submittals.

5. Pending modifications affecting the Work and Contract Time.

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, 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. Use Microsoft Project or Primavera by Oracle, for Windows operating system.

2.2 STARTUP CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit startup, horizontal, bar-chart-type construction schedule within seven days of date established for the Notice of Award.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule within 30 days of date established for the Notice of Award.

Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

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1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

A. General: Prepare network diagrams using AON (activity-on-node) format.

B. Startup Network Diagram: Submit diagram within 14 days of date established for the Notice of

Award. Outline significant construction activities for the first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

C. CPM Schedule: Prepare Contractor's construction schedule using a cost- and resource-loaded, time-scaled CPM network analysis diagram for the Work.

1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than 30 days after date established for the Notice of Award.

a. 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 Architect'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 coordinate with the Contract Time.

D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup 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 Owner that may affect or be affected by Contractor's activities.

i. Testing.

j. Punch list and final completion.

k. Activities occurring following final completion.

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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.

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- and Resource-Loading of CPM Schedule: Assign cost to construction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain Architect's approval prior to assigning costs to fabrication and delivery activities. Assign costs under main subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, 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 Architect.

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

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. Main 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:

1. Identification of activities that have changed.

2. Changes in early and late start dates.

3. Changes in early and late finish dates.

4. Changes in activity durations in workdays.

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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.

2.5 REPORTS

A. Construction Reports: Prepare construction reports 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 (see 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.

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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. Indicate the following categories for stored materials:

1. Material stored prior to previous report and remaining in storage.

2. Material stored prior to previous report and since removed from storage and installed.

3. Material stored following previous report and remaining in storage.

C. Site Condition Reports: Immediately on discovery of a difference between site 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.

2.6 SPECIAL REPORTS

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

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. 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.

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

B. Distribution: Distribute copies of approved schedule to Architect Owner, 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.

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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.

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TEVEBAUGH ARCHITECTURE CONSTRUCTION SCHEDULE

TA PROJECT NO. 21037 01 32 16 - 1

SECTION 013216

CONSTRUCTION SCHEDULE

1. PRE-BID CONSTRUCTION SCHEDULE

A. Time is a critical element of this Project. By entering a bid, the Contractor agrees to ad-here to the intermediate Milestone Dates and Dates of Substantial and Final Completion established herein. The Contractor also understands that all work must be performed in an orderly and closely coordinated sequence in order to achieve the specified Mile-stones and Completion Dates, and the Contractor hereby agrees to perform his work in conformance with the Pre-Bid Construction Schedule established herein, or with the then current and approved Project Construction Schedule as amended from time to time by the Construction Manager.

B. The Pre-Bid Construction Schedule is a milestone schedule with durations that iden-tify portions of the project that must be completed. This schedule includes allowances for time lost due to adverse and abnormal weather conditions, other than floods, hurricanes, tornadoes, lightening and other like acts of God. The Contractor understands and agrees that it shall not be entitled to any extensions of the Contract Time or adjustment to the Contract Sum, except as allowed in the General Conditions of the Contract for Construction. The Contractor further acknowledges that the Work may be required to be performed during the winter season, that conditions during this season may be adverse and abnormal, but that such conditions will not be the basis for an extension of the Con-tract Time or adjustment to the Contract Sum. By submitting a bid, each Contractor is certifying that they can complete their work within the durations, or less time, outlined in the milestone schedule and its bid includes any and all costs associated with the sched-ule. This includes one Contractor completing their work in conjunction with another Con-tractor’s work (i.e. electrical conduits installed in CMU walls). Each Contractor agrees to provide sufficient labor, crew size, equipment and/or work overtime, weekends, or shift-work as necessary to meet the activity durations on this schedule and subsequently the latest coordinated Project Construction Schedule.

2. SCHEDULING OF THE WORK AFTER AWARD OF CONTRACT

A. After award of Contract, or issuance of a Notice to Proceed, the Contractor will meet with the Construction Manager to review the Pre-Bid Construction Schedule, and the overall project plan for construction. Following the above review, the Contractor will meet with each subcontractor and supplier to view the detailed plans for performing his Work. Fol-lowing these meetings and within fourteen (14) days after award of the Contract or issu-ance of a Notice to Proceed, the Contractor shall prepare and submit for the Construc-tion Manager’s approval a Work Schedule providing for the expeditious, timely and prac-tical execution of the Work. The Contractor’s Work Schedule shall include activity de-scriptions and durations for shop drawings, fabrication, delivery, and installation. The Contractor’s Work Schedule shall be organized by Area, Building, Phase, and/or Floor as required by the Construction Manager. If the Construction Manager so requests, the Contractor shall provide adequate explanation regarding crew sizes, production rates and similar data used to arrive at the durations and sequences. If the Contractor fails to provide a work schedule for their activities then they will be held to the Project Construc-tion Schedule developed and updated by the Construction Manager.

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B. The Construction Manager shall review the Contractor’s Work Schedule, coordinate it with the separate work by other contractors, the Owner, and the Construction Manag-er, and after coordination, shall incorporate it into the approved Project Construction Schedule.

C. After all Contractors submit their Work Schedules and the schedules have been incorpo-rated into the overall Project Construction Schedule a Schedule Charrette will be held by the Construction Manager. Each Contractor is required to participate in the Schedule Charrette in order to produce a coordinated Project Construction Schedule. The Con-struction Manager will have the final authority concerning the sequence of work, priori-ties or work, and activity durations. The approved coordinated Project Construction Schedule shall be issued to the Contractors and each Contractor shall perform their Work in conformity therewith.

C. The Contractor shall submit proposed schedule revisions and obtain the written approval of the Construction Manager therefore before deviating from the Project Construction Schedule.

D. The Construction Manager will incorporate approved schedule revisions into the Project

Construction Schedule and shall otherwise update and revise the Project Construction Schedule as the Construction Manager, at his sole discretion, deems necessary. Each Contractor acknowledges that Construction Manager may modify, change, or alter the sequence, duration, start dates, completion dates to maintain the progress of the work.

Contractor agrees to perform the work in accordance with the revised schedules and that modification of the schedule or sequence of the work by the Construction Manager shall not be the basis of any claim by the Contractor for damages or costs.

E. Weather Delays: The project substantial completion date, shall only be adjusted due to extreme weather conditions that are above and beyond the following “Adverse Weather Days” already accounted for in the Pre-Bid Construction Schedule. These ad-verse weather days are based on a seven day week and come from the DelDOT Stand-ards:

a. January (12), February (10), March (5), April (5), May (4), June (2), July (4), Au-gust (3), September (4), October (3), November (2), and December (6).

b. Time extension due to weather must be related to critical path activities.

c. Delays due to weather must be reported by the Contractor on the day they occur on the Contractor’s daily report.

d. Any time lost during the work week must be made up the same week by overtime and/or working weekends. The Owner will not be responsible for additional costs for overtime.

3. ADHERENCE TO THE SCHEDULE

A. The Contractor shall start each part of its Work on the date designated for start in the approved Project Construction Schedule unless advised by the Construction Manager.

The Contractor shall carry the Work forward expeditiously with adequate forces, equip-ment, and materials, and shall complete each part of his work on or before the date des-ignated in the approved Project Construction Schedule.

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B. If the Construction Manager determines that the Contractor is behind schedule, the

Construction Manager shall have the right to require that the Contractor take steps, at the Contractor’s expense, to accelerate its Work. Such steps shall include increases in manpower, equipment, and materials and/or overtime as the Construction Manager may deem necessary. If any work is not started or completed within five (5) calendar days of the schedule date in the latest Project Construction Schedule, the Construction Manager shall have the right to direct the Contractor to expedite their work by whatever means the Construction Manager deems necessary to regain the schedule, without additional com-pensation to the Contractor. If any work falls behind schedule more than ten (10) days, the Construction Manager shall have the right to perform the work or have the work per-formed by whatever means the Construction Manager deems necessary. The costs in-curred by the Construction Manager in order to “maintain the Project Construction Schedule” shall be reimbursed by the Contractor or Contractors causing the delay. If the Contractor fails to comply with the Construction Manager’s instructions relating to im-proved rate of progress, the Contractor may be held in default under the appropriate provisions of the General Conditions of the Contract.

C. Each Contractor shall, if directed by the Construction Manager, provide the Construction

Manager a two-week look ahead of anticipated manpower showing the number of men, classification, and anticipated work.

D. Each Contractor must schedule their manpower to work on all available work at a given time. Contractors must not assume that they have an entire work area available at one time or exclusive to their work. Working simultaneously in and around other trades is re-quired. Therefore, if an area of the building is ready for the Contractor’s work to begin or continue the Contractor must have manpower onsite working.

E. If a Contractor misses any portion of a workday due to weather, manpower, lack of materials, failure to plan, or scheduling conflicts, they must make-up this lost time on overtime or Saturday. If two or more days are lost in the same work week, the Contractor must work overtime, the immediate Saturday and the Saturdays following the week to make up the lost days. Failure to provide sufficient manpower during the normal week days may result in charges for supervision by EDiS Company, at the discretion of EDiS Company.

F. All punchlist work and project closeout documentation shall be completed within twenty-one (21) calendar days of the Substantial Completion date. Any open punchlist items after this date will be completed by EDiS Company and back charged to the re-sponsible Contractor.

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ID Task Name Duration Start Finish

1 1289 days? Tue 3/1/22 Mon 2/8/27

2 CITY OF WILMINGTON (CoW) - REGULATORY & AGENCY REVIEWS 478 days Tue 3/1/22 Thu 12/28/23

3 CM Selection Process 87 days Wed 5/4/22 Thu 9/1/22

7 CITY OF WILMINGTON - REVIEW PROCESS 478 days Tue 3/1/22 Thu 12/28/23

73 CUSTOM HOUSE - PROGRAMMING PHASE 156 days Tue 3/1/22 Tue 10/4/22

78 CUSTOM HOUSE - SCHEMATIC DESIGN PHASE 30% 157 days Tue 10/4/22 Wed 5/10/23

88 CUSTOM HOUSE - DESIGN DEVELOPMENT PHASE 60% 130 days Tue 4/4/23 Mon 10/2/23

99 CUSTOM HOUSE - CONSTRUCTION DOCUMENTS PHASE 315 days Tue 4/4/23 Mon 6/17/24

100 CUSTOM HOUSE - CONSTRUCTION DOCUMENT PHASE

100% (BID PACKAGE '1' - SELECTIVE DEMOLITION

97 days Tue 4/4/23 Wed 8/16/23

108 CUSTOM HOUSE - CONSTRUCTION DOCUMENT PHASE

100% (BID PACKAGE '2' - FOUNDATIONS, STEEL)

172 days Tue 5/16/23 Wed 1/10/24

117 CUSTOM HOUSE - CONSTRUCTION DOCUMENT PHASE

100% (BID PACKAGE '2.1' - SITEWORK, GRUOND

IMPROVEMENT)

172 days Tue 5/16/23 Wed 1/10/24

126 CUSTOM HOUSE - CONSTRUCTION DOCUMENT PHASE

100% (BID PACKAGE '3' ENVELOPE, PRE-PURCHASE MEP

EQUIPMENT)

184 days Mon 7/24/23 Thu 4/4/24

136 CUSTOM HOUSE - CONSTRUCTION DOCUMENT PHASE 100%

(BID PACKAGE '4' MEP SYSTEMS & FIT OUT)

30 days Mon 2/26/24 Fri 4/5/24

144 CUSTOM HOUSE - CONSTRUCTION DOCUMENT PHASE

100% (BID PACKAGE '5' FF&E, A/V/ IT

66 days Mon 3/18/24 Mon 6/17/24

149 CUSTOM HOUSE - BIDDING & AWARD ACTIVITIES 643 days Tue 7/25/23 Fri 1/9/26

150 BID PACK '1' - SELECTIVE DEMOLITION 102 days Tue 7/25/23 Wed 12/13/23

163 BID PACK '2' - FOUNDATIONS, & STEEL 215 days Thu 9/21/23 Wed 7/17/24

178 BID PACK '2.1' - GROUND IMPROVEMENTS 151 days Thu 1/11/24 Thu 8/8/24

195 BID PACK '2.1A' - SITEWORK 89 days Fri 6/28/24 Wed 10/30/24

213 BID PACK '3' - BLDG ENVELOPE, PRE-PURCHASE MEP EQUIPMENT 178 days Fri 4/5/24 Tue 12/10/24

230 BID PACK '4' - MEP SYSTEMS & FIT OUT 286 days Mon 4/8/24 Mon 5/12/25

248 BID PACK '4A' - MEP SYSTEMS & FIT OUT RE-BID 83 days Mon 5/5/25 Wed 8/27/25

260 BID PACK '5' - FF&E, A/V, IT 139 days Mon 6/30/25 Fri 1/9/26

275 CUSTOM HOUSE - CONSTRUCTION ACTIVITIES 1289 days? Tue 3/1/22 Mon 2/8/27

276 EDiS Conducts Exploratory Demolition/Investigation 47 days Tue 3/28/23 Wed 5/31/23

277 CRITICAL SUBMITTALS 1 day? Tue 3/1/22 Tue 3/1/22

286 SELECTIVE DEMOLITION 816 days Wed…