CNCC Yaeger Project Manual_2026-08-19.pdf
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- Solicitation number
- IFB1 GJTA 2027000021 2
- Issued by
- Pueblo County, Colorado
About this file
This is a Project Manual for the Yaeger Structural Stabilization and Repairs project (EM2624) issued by Colorado. The manual provides technical guidance and specifications for structural stabilization and repair work on the Yaeger project. The document outlines project scope, methodologies, technical requirements, and standards that contractors must follow to execute the structural repairs and stabilization activities. The project involves assessment, planning, and implementation of structural interventions to address identified deficiencies and ensure structural integrity. The manual serves as the authoritative reference document for all parties involved in the project execution, including design specifications, quality standards, safety protocols, and performance requirements necessary for successful project completion.
The manual establishes the technical framework and procedural requirements that will govern contractor performance and project delivery. It includes detailed specifications for materials, construction methods, inspection protocols, and quality assurance measures required to meet project objectives. The document functions as a binding reference that all bidders and awarded contractors must comply with during project implementation, ensuring consistency, safety, and structural adequacy across all work activities and deliverables associated with the Yaeger Structural Stabilization and Repairs initiative.
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COLORADO NORTHWESTERN COMMUNITY
COLLEGE
YAEGER BUILDING
Project Manual for Structural Movement Emergency Repair
CNCC Project No. EM 2624
August 19, 2026
R-Design Job No. 1035
Prepared for:
Colorado Northwestern Community College
500 Kennedy Drive
Rangely, Colorado 81648
Prepared by:
Rosenfeld Design, LLC
81 Crescent Place
Glenwood Springs, Colorado 81601
719.439.3335
Job No. 1035 00 00 02 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
PROFESSIONAL SEALS
8/19/26
DAVID ROSENFELD - ARCHITECT
Rosenfeld Design Table of Contents
00 01 10 - 1
Job No. 1035 00 01 10 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 00 01 10
TABLE OF CONTENTS
Section
Number
Section Title
00 11 16
00 21 13
00 41 44
00 60 11
Division 00 – Procurement and Contracting Requirements
(See Colorado OSA contract, documents and forms for additional information)
Invitation to Bid
Instructions to Bidders
Bid Form
Bonds and Certificates
Division 01 - General Requirements
01 10 00
01 22 00
Summary of Work
Unit Pricing
01 25 00
01 26 00
Substitution Procedures
Contract Modification Procedures
01 31 00 Project Management and Coordination
01 32 00 Construction Progress Documentation
01 33 00
01 35 16
Submittal Procedures
Alteration Project Procedures
01 40 00 Quality Requirements
01 50 00 Temporary Facilities and Controls
01 60 00 Product Requirements
01 73 00
01 73 19
01 74 19
01 74 23
Execution of Work
Health and Safety Plan
Construction and Waste Disposal
Final Cleaning
01 77 00 Closeout Procedures
01 78 23 Operation and Maintenance Data
01 78 36
01 78 39
Contractor Warranties
Project Record Documents
Division 02 – Existing Conditions
02 41 00
Demolition
Division 06 – Wood, Plastics, and Composites
06 10 00
Rough Carpentry
Rosenfeld Design Table of Contents
00 01 10 - 2
Job No. 1035 00 01 10 CNCC Project No. EM 2624
07 21 00
07 27 27
07 62 00
07 84 00
07 90 05
Division 07 – Thermal and Moisture Protection
Thermal Insulation
Self-Adhering Water-Resistive Air Barrier Membrane
Sheet Metal Flashing and Trim
Firestopping
Joint Sealants
09 21 16
09 22 16
09 91 13
09 91 23
Division 09 – Finishes
Gypsum Board Assemblies
Non-Structural Metal Framing
Exterior Painting
Interior Painting
Rosenfeld Design Invitation to Bid
00 11 16 - 1
Job No. 1035 00 11 16 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 00 11 16
INVITATION TO BID
PROJECT: Colorado Northwestern Community College Yaeger Structural
Movement Repair, CNCC Project No. EM 2624
OWNER: Colorado Northwestern Community College
Contact: Eileen Tracy
Project Manager, NV5
3459 Ringsby Court, Suite 205
Denver, Colorado 80216
Phone: 720.550.1059
Email: Eileen.Tracy@nv5.com
DESIGNER: Rosenfeld Design, LLC
81 Crescent Place
Glenwood Springs, Colorado 81601
Phone: 719.439.3335
Contact: David Rosenfeld
Email: david@rosenfeld-design.com
END OF SECTION 00 11 16
Rosenfeld Design Instructions to Bidders
00 21 13 - 1
Job No. 1035 00 21 13 CNCC Project No. EM 2624
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
SEE COLORADO OSA FORM SBP-6.12 – INFORMATION FOR BIDDERS
END OF SECTION 00 21 13
Rosenfeld Design Bid Form
00 41 44 - 1
Job No. 1035 00 41 44 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 00 41 44
BID FORM
SEE COLORADO OSA FORM SBP-6.13 – BID FORM
END OF SECTION 00 41 44
Rosenfeld Design Bonds and Certificates
00 60 11 - 1
Job No. 1035 00 60 11 CNCC Project No. EM 2624
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SECTION 00 60 11
BONDS AND CERTIFICATES
SEE COLORADO OSA FORM SBP-6.14 – BID BOND
END OF SECTION 00 60 11
Rosenfeld Design Summary of Work
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SECTION 01 10 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Access to site.
4. Coordination with occupants.
5. Work restrictions.
6. Specification and drawing conventions.
7. Miscellaneous provisions.
B. Related Requirements:
1. Division 01 Section “Temporary Facilities and Controls” for limitations and procedures governing temporary use of Owner’s facilities.
C. Work Summary:
1. Remove existing soil against building as indicated in Construction
Documents
2. Remove interior gyp board in the sequence as outlined in the Structural
Documents.
3. Provide structural improvements and repairs as indicated in the
Construction Documents.
4. Reinstall all finishes and fixtures impacted by repairs.
5. Regrade as indicated in the Civil Engineering documents.
6. Install exterior WRB and cladding to match existing.
1.2 PROJECT INFORMATION
Owner:
Colorado Northwestern Community College
1. Owner’s Representative: Eileen Tracy
a. Phone: 720.550.1059
b. Email: Eileen.Tracy@nv5.com
B. Designer:
Rosenfeld Design
1. Architect: David Rosenfeld
a. Phone: 719.439.3335
b. Email: david@rosenfeld-design.com
Rosenfeld Design Summary of Work
01 10 00 - 2
Job No. 1035 01 10 00 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
1.3 ACCESS TO SITE
A. Use of Sites: Limit use of Project sites to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways and Entrances: Keep driveways, parking areas, loading areas, and entrances serving premises clear and available to Owner, Owner’s employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
c. Do not damage existing conditions, provide protection of existing conditions for access and loading of materials at project site.
B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout the construction period. Repair damage caused by construction operations.
1.4 WORK BY OWNER
A. General: Cooperate fully with Owner so work may be carried out in an unobstructed manner, without interfering with or delaying work under this
Contract or work by Owner. Coordinate the Work of this Contract with work performed by the Owner.
1.5 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner’s day-to-day operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.
2. Notify Owner not less than 72 hours in advance of activities that will affect
Owner’s operations.
3. Do not allow any dust or fumes to enter building.
4. Meet with Owners project coordinator and provide MSDS for all materials to be used to Owner prior to starting work.
5. Coordinate any temporary shutdown or re-routing of mechanical equipment (such as supply air intakes) during any potentially dust or fume generation portions of the work.
Rosenfeld Design Summary of Work
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1.6 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.
1. The Owner reserves the right to stop noisy work at any time due to sensitive procedures being performed in occupied space below.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. Obtain Owner’s written permission before proceeding with utility interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.
1. Notify Owner not less than two working days in advance of proposed disruptive operations.
2. Obtain Owner’s written permission before proceeding with disruptive operations.
E. Nonsmoking Site: Smoking is not permitted within the building, including on the roof.
F. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.
1.7 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the
Specifications. The words “shall,” “shall be,” or “shall comply with,” depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
Rosenfeld Design Summary of Work
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Job No. 1035 01 10 00 CNCC Project No. EM 2624
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B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on
Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.
D. Drawings and specifications indicate requirements for new construction only.
Architect and Engineers not responsible for weather tightness, structural integrity, or aesthetic performance of existing construction.
END OF SECTION 01 10 00
Rosenfeld Design Unit Prices
01 22 00 - 1
Job No. 1035 01 22 00 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 01 22 00
UNIT PRICES
SEE COLORADO OSA FORM SBP-6.133 – UNIT PRICES
END OF SECTION 01 22 00
Rosenfeld Design Substitution Procedures
01 25 00 - 1
Job No. 1035 01 25 00 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements:
1. Division 01 Section “Product Requirements” for requirements for submitting comparable product submittals for products by listed manufacturers.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.
1.3 ACTION SUBMITTALS
A. Substitution Requests during the Bid Phase: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and
Drawing numbers and titles.
1. Substitution Request Form: Use CSI Form 1.5C or Contractor equivalent.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication, or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by
Owner and separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.
Rosenfeld Design Substitution Procedures
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Job No. 1035 01 25 00 CNCC Project No. EM 2624
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h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project.
j. Detailed comparison of Contractor’s construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer’s letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the
Contract Sum.
l. Contractor’s certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.
m. Contractor’s waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Architect’s Action: If necessary, Architect will request additional information or documentation for evaluation within 15 days prior to the Bid
Date. Requests received after that time may be considered or rejected at the discretion of the Owner and Architect. Architect and Owner will take action on substitution requests no later than 7 days prior to the Bid
Date.
a. Forms of Acceptance: Addendum to Bidding Documents
B. Substitution Requests after the Bid Phase: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Substitution Request Form: Use CSI Form 13.1A.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication, or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by
Owner and separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
Rosenfeld Design Substitution Procedures
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Job No. 1035 01 25 00 CNCC Project No. EM 2624
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d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.
h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project.
j. Detailed comparison of Contractor’s construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer’s letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the
Contract Sum.
l. Contractor’s certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.
m. Contractor’s waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Architect’s Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change
Directive, or Architect’s Supplemental Instructions for minor changes in the Work.
b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.
1.4 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
Rosenfeld Design Substitution Procedures
01 25 00 - 4
Job No. 1035 01 25 00 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
PART 2 PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Architect will consider Contractor’s request for substitution when the following conditions are satisfied:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Requested substitution will not adversely affect Contractor’s construction schedule.
c. Requested substitution has received necessary approvals of authorities having jurisdiction.
d. Requested substitution is compatible with other portions of the Work.
e. Requested substitution has been coordinated with other portions of the Work.
f. Requested substitution provides specified warranty.
g. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
PART 3 EXECUTION (NOT USED)
END OF SECTION 01 25 00
Rosenfeld Design Contract Modification Procedures
01 26 00 - 1
Job No. 1035 01 26 00 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
SEE COLORADO OSA SC-6.0 – CONTRACT AMENDMENT FORMS
AND
SC-6.31 – CHANGE ORDER FORMS
END OF SECTION 01 26 00
Rosenfeld Design Project Management and Coordination
01 31 00 - 1
Job No. 1035 01 31 00 CNCC Project No. EM 2624
SECTION 01 31 00
PROJECT MANAGEMENT AND COORDINATION
PART 1 GENERAL
1.1 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:
1. Coordination drawings.
2. Requests for Information (RFIs).
3. Project meetings.
B. Related Requirements:
1. Division 01 Section “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.
1.2 DEFINITIONS
A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.
1.3 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
1.4 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different
Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.
Rosenfeld Design Project Management and Coordination
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Job No. 1035 01 31 00 CNCC Project No. EM 2624
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
4. Notify Owners of any equipment, conduit, pipes, etc. that require replacement or raising prior to starting to work.
B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.
1.5 REQUESTS FOR INFORMATION (RFIS)
A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response.
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in
Contractor’s work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Project name.
2. Project number.
3. Date.
4. Name of Contractor.
5. Name of Architect.
6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor’s suggested resolution. If Contractor’s solution(s) impacts the
Contract Time or the Contract Sum, Contractor shall state impact in the
RFI.
12. Contractor’s signature.
13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
C. Architect’s Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect’s response for each RFI.
Rosenfeld Design Project Management and Coordination
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Job No. 1035 01 31 00 CNCC Project No. EM 2624
RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.
1. The following RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for coordination information already indicated in the
Contract Documents.
d. Requests for adjustments in the Contract Time or the Contract Sum.
e. Requests for interpretation of Architect’s actions on submittals.
f. Incomplete RFIs or inaccurately prepared RFIs.
2. Architect’s action may include a request for additional information, in which case Architect’s time for response will date from time of receipt of additional information.
3. Architect’s action on RFIs that may result in a change to the Contract
Time or the Contract Sum may be eligible for Contractor to submit
Change Proposal according to Division 01 Section “Contract Modification
Procedures.”
a. If Contractor believes the RFI response warrants change in the
Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.
D. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the
RFI number. Submit log weekly. Include the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Architect.
4. RFI number including RFIs that were dropped and not submitted.
5. RFI description.
6. Date the RFI was submitted.
7. Date Architect’s response was received.
E. On receipt of Architect’s action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify
Architect within seven days if Contractor disagrees with response.
1. Include identification of related Minor Change in the Work, Construction
Change Directive, and Proposal Request, as appropriate.
1.6 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to
Rosenfeld Design Project Management and Coordination
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Job No. 1035 01 31 00 CNCC Project No. EM 2624 everyone concerned, including Owner and Architect, within three days of the meeting.
B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and
Architect, a minimum of 10 days before the start of construction.
1. Attendees: Authorized representatives of Owner, Architect, and their
Consultants; Contractor and its superintendent; major subcontractors;
suppliers; and other concerned parties shall attend the conference.
Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Tentative construction schedule.
b. Phasing.
c. Critical work sequencing and long-lead items.
d. Designation of key personnel and their duties.
e. Procedures for processing field decisions and Change Orders.
f. Procedures for RFIs.
g. Procedures for testing and inspecting.
h. Procedures for processing Applications for Payment.
i. Distribution of the Contract Documents.
j. Submittal procedures.
k. Preparation of record documents.
l. Use of the premises and existing building.
m. Work restrictions.
n. Working hours.
o. Owner’s occupancy requirements.
p. Responsibility for temporary facilities and controls.
q. Procedures for moisture and mold control.
r. Procedures for disruptions and shutdowns.
s. Parking availability.
t. Office, work, and storage areas.
u. Equipment deliveries and priorities.
v. First aid.
w. Security.
x. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Progress Meetings: Conduct progress meetings at weekly intervals.
1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
Rosenfeld Design Project Management and Coordination
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Job No. 1035 01 31 00 CNCC Project No. EM 2624
2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress.
Include topics for discussion as appropriate to status of Project.
a. Contractor’s Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor’s construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so.
Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Deliveries.
5) Off-site fabrication.
6) Access.
7) Site utilization.
8) Temporary facilities and controls.
9) Progress cleaning.
10) Quality and work standards.
11) Status of correction of deficient items.
12) Field observations.
13) Status of RFIs.
14) Status of proposal requests.
15) Pending changes.
16) Status of Change Orders.
17) Pending claims and disputes.
18) Documentation of information for payment requests.
3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.
a. Schedule Updating: Revise Contractor’s construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION 01 31 00
Rosenfeld Design Construction Progress Documentation
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Job No. 1035 01 32 00 CNCC Project No. EM 2624
August 19, 2026 Yaeger Structural Movement
SECTION 01 32 00
CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Contractor’s construction schedule.
2. Construction schedule updating reports.
3. Daily construction reports.
4. Site condition reports.
1.2 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. 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.
C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
D. Float: The measure of leeway in starting and completing an activity.
1. Float time is not for the exclusive use or benefit of either Owner or
Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.
1.3 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.
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B. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.
C. Contractor’s Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
D. Construction Schedule Updating Reports: Submit with Applications for
Payment.
E. Daily Construction Reports: Submit at weekly intervals.
F. Site Condition Reports: Submit at time of discovery of differing conditions.
1.4 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, 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-to-Proceed 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. 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.
2. 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.
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3. Completion: Indicate completion in advance of date established for
Completion and allow time for Architect’s administrative procedures necessary for certification of Substantial Completion.
4. Punch List and Final Completion: Include not more than 14 days for completion of punch list items and final completion.
C. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial
Completion, and final completion.
D. 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.
E. Contractor’s Construction Schedule Updating: At every progress meeting, 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 of each activity.
F. 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.
2.2 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 to Proceed.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
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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. Approximate count of personnel at Project site.
3. Equipment at Project site.
4. Material deliveries.
5. High and low temperatures and general weather conditions, including presence of rain or snow.
6. Accidents.
7. Meetings and significant decisions.
8. Unusual events.
9. Stoppages, delays, shortages, and losses.
10. Meter readings and similar recordings.
11. Emergency procedures.
12. Orders and requests of authorities having jurisdiction.
13. Change Orders received and implemented.
14. Construction Change Directives received and implemented.
15. Services connected and disconnected.
16. Equipment or system tests and startups.
17. Partial completions and occupancies.
18. Completions authorized.
B. 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.
PART 3 EXECUTION
3.1 CONTRACTOR’S CONSTRUCTION SCHEDULE
A. Contractor’s Construction Schedule Updating: At weekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule 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.
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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. When revisions are made, distribute updated schedules to the same parties. 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
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SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
B. Related Requirements:
1. Division 01 Section “Construction Progress Documentation” for submitting schedules and reports, including Contractor’s construction schedule.
2. Division 01 Section “Operation and Maintenance Data” for submitting operation and maintenance manuals.
3. Division 01 Section “Project Record Documents” for submitting record
Drawings, record Specifications, and record Product Data.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect’s responsive action.
B. Informational Submittals: Written and graphic information and physical samples that do not require Architect’s responsive action. Submittals may be rejected for not complying with requirements.
1.3 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections.
1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect’s Digital Data Files: Electronic copies of digital data files of the
Contract Drawings may be provided by Architect for Contractor’s use in preparing submittals.
1. Architect will furnish Contractor one set of pdf drawings of the Contract
Drawings for use in preparing Shop Drawings and Project record drawings.
a. Architect makes no representations as to the accuracy or completeness of drawings as they relate to the Contract Drawings.
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b. Contractor shall execute a data licensing agreement in the form of
Agreement form acceptable to Owner and Architect.
2. Digital Data Files are limited to files that already exist.
3. Architect is not responsible for incorporating revisions.
4. Architect may or may not have access to Consultant files for distribution.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. Submittals received by Architect after 1:00 p.m. will be considered as received the following working day. No extension of the
Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittal.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals or Owner is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow 15 days for review of each resubmittal.
D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:
1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
2. Provide means for insertion to permanently record Contractor’s review and approval markings.
3. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:
a. Project name.
b. Date.
c. Name and address of Architect.
d. Name of Contractor.
e. Name of firm or entity that prepared submittal.
f. Names of subcontractor, manufacturer, and supplier.
g. Category and type of submittal.
h. Submittal purpose and description.
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i. Specification Section number and title.
j. Specification paragraph number or drawing designation and generic name for each of multiple items.
k. Drawing number and detail references, as appropriate.
l. Location(s) where product is to be installed, as appropriate.
m. Related physical samples submitted directly.
n. Indication of full or partial submittal.
o. Transmittal number, numbered consecutively.
p. Submittal and transmittal distribution record.
q. Other necessary identification.
r. Remarks.
4. Metadata: Include the following information as keywords in the electronic submittal file metadata:
a. Project name.
b. Number and title of appropriate Specification Section.
c. Manufacturer name.
d. Product name.
E. Options: Identify options requiring selection by Architect.
F. Deviations: Identify deviations from the Contract Documents on submittals.
G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from
Architect’s action stamp.
H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from
Architect’s action stamp.
PART 2 PRODUCTS
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements:
1. Submit electronic submittals via email as PDF electronic files.
a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.
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2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification.
Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as
Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer’s catalog cuts.
b. Manufacturer’s product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. Submit Product Data before or concurrent with Samples.
5. Submit Product Data in the following format:
a. PDF electronic file.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract
Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents.
Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.
3. Submit Shop Drawings in the following format:
a. PDF electronic file.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.
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1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.
3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.
4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.
5. Samples for Initial Selection: Submit manufacturer’s color charts consisting of units or sections of units…
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