Exhibit B--Beatty Health Center--Project Specifications--2026-09-05.pdf
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- Solicitation number
- S-Q10089-00017927
- Issued by
- Oregon
About this file
This is a Project Specifications document for the Beatty Wellness Center, a construction project issued by Klamath Tribal Health and Family Services (KTHFS) located in Beatty, Oregon. The project consists of constructing a new 4,064 square-foot wellness center featuring a community room, workout room, medical and dental offices, administrative offices, restrooms, and shower facilities. The contract is structured as a single prime fixed-price stipulated contract between a General Contractor and KTHFS. The project was issued for bid on September 4, 2026, with SAA Project Number 26109.01. The specifications document provides comprehensive construction requirements organized by division, including site work, concrete, structural components, mechanical systems, electrical systems, plumbing, communications, and security systems. Key personnel include Amanda Rasdal as the Health Project Manager, Chris Thome as the Principal Architect at Steele Associates Architects, and specialized engineers from firms including AKS Engineering & Forestry, Froelich Engineers, CEA Consulting Engineers, and Wallace Group.
The project specifications establish detailed administrative and execution requirements for the contractor, including mandatory use of an electronic document submittal service (Newforma ConstructEx, ProCORE, or equivalent nationally recognized service) for all contract administration documents. The contractor is responsible for all temporary facilities, utilities, testing, and inspection services, with costs absorbed by the contractor except where specifically noted as owner-provided. KTHFS will supply all furnishings, furniture, movable equipment, exercise equipment, medical and dental equipment, kitchen appliances, and artwork. The owner intends to continue occupying adjacent existing building portions during construction, requiring the contractor to maintain all required emergency exits and coordinate operations to minimize disruption. Submittals including schedules, shop drawings, and product data are required within specific timeframes, with initial reviews occurring within fifteen calendar days. The contractor must employ a registered Oregon land surveyor for construction staking and maintain project records documenting actual construction conditions, utility locations, and field changes. All interior products must comply with VOC content restrictions as specified, and the contractor must provide comprehensive operation and maintenance manuals, warranties, and project record documents prior to final payment.
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BEATTY WELLNESS CENTER
ISSUED FOR BID
SEPTEMBER 04, 2026 SAA Project No. 26109.01
Project:
BEATTY WELLNESS CENTER
24110 Godowa Springs Road Beatty, OR 97621
Owner:
KLAMATH TRIBAL HEALTH AND
FAMILY SERVICES
3949 South Sixth Street Klamath Falls, OR 97603
Amanda Rasdal, Health Project Manager/ Emergency Preparedness Coordinator 541 -880-7835 Email: amanda.hawthorne-rasdal@klamathtribalhealth.org
Architect:
Steele Associates Architects, LLC 2738 NW Potts Court, 101 Bend, Oregon 97703
Chris Thome, AIA Principal 541-508-7505 Email: cthome@steele-arch.com
Logan Gillis, AIA Architect 541-508 - 7522 Emal: lgillis@steele-arch.com
Civil Engineer:
AKS Engineering & Forestry, LLC 2777 NW Lolo Drive, Suite 150 Bend, Oregon 97703
Jon Page, PE 541-389-5416 Email: pagej@aks-eng.com
Structural Engineer:
Froelich Engineers 745 NW Mount Washington Drive, Suite 204 Bend, Oregon 97703
Michael Peterson, PE 541-383-1828 Email: mpeterson@froelich-engineers.com
Mechanical/Electrical/Plumbing Engineer:
CEA Consulting Engineers 1345 NW Wall, Suite 101 Bend, Oregon 97701
Ethan Mansfield, Mechanical Engineer 541-323-0837 Email: ethanm@cea-engineering.com
Kennedy Davidson, PE – Principal Electrical Engineer 541-323-0297 Email: kennedy@cea-engineering.com
Kyle Swenson, PE, Managing Principal 541-480-8163 Email: kyles@cea-engineering.com
Geotechnical Engineer:
Wallace Group 62915 NE 18th Street, Suite 1 Bend, OR 97701
Adam Larson, PE 541-382-4707 Email: alarson@wallacegroup-inc.com
P R
O J E
C T
S P
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IF
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A T
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N mailto:amanda.hawthorne-rasdal@klamathtribalhealth.org mailto:amanda.hawthorne-rasdal@klamathtribalhealth.org mailto:cthome@steele-arch.com mailto:lgillis@steele-arch.com mailto:ethanm@cea-engineering.com mailto:kennedy@cea-engineering.com mailto:kyles@cea-engineering.com mailto:alarson@wallacegroup-inc.com
KTHFS Wellness Center TABLE OF CONTENTS 09-04-2026
TABLE OF CONTENTS – WELLNESS CENTER
DIVISION 01 - GENERAL REQUIREMENTS
01 0500 CONSTRUCTION STAKING
01 0900 UTILITY LOCATION REQUIREMENTS
01 1000 SUMMARY
01 2000 PRICE AND PAYMENT PROCEDURES
01 2500 SUBSTITUTION PROCEDURES
01 3000 ADMINISTRATIVE REQUIREMENTS
01 3216 CONSTRUCTION PROGRESS SCHEDULE
014000 QUALITY REQUIREMENTS
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 5100 TEMPORARY UTILITIES
01 6000 PRODUCT REQUIREMENTS
01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT
RESTRICTIONS
01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS
01 7800 CLOSEOUT SUBMITTALS
DIVISION 02 - EXISTING CONDITIONS
02 3213 GEOTECHNICAL REPORT
DIVISION 03 - CONCRETE
03 0516 UNDERSLAB VAPOR BARRIER - STEGO
03 3000 CAST-IN-PLACE CONCRETE
03 3511 CONCRETE FLOOR FINISHES
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 1000 ROUGH CARPENTRY
06 1053 MISCELLANEOUS ROUGH CARPENTRY
06 1736 METAL-WEB WOOD JOISTS
06 1800 GLUED-LAMINATED CONSTRUCTION
06 4100 ARCHITECTURAL WOOD CASEWORK
06 8316 FIBERGLASS REINFORCED PANELING
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 1113 BITUMINOUS DAMPPROOFING
07 1900 WATER REPELLENTS
07 2100 THERMAL INSULATION
07 2500 WEATHER BARRIERS
07 2600 VAPOR RETARDERS
07 2700 AIR BARRIERS
07 4113 METAL ROOF PANELS
07 4646 FIBER-CEMENT SIDING
07 6200 SHEET METAL FLASHING AND TRIM
07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS
07 7200 ROOF ACCESSORIES
07 8400 FIRESTOPPING
07 9200 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 1113 HOLLOW METAL DOORS AND FRAMES
08 1416 FLUSH WOOD DOORS
08 3100 ACCESS DOORS AND PANELS
08 4313 ALUMINUM-FRAMED STOREFRONT WINDOWS
08 7100 DOOR HARDWARE
08 8000 GLAZING
DIVISION 09 - FINISHES
09 2116 GYPSUM BOARD ASSEMBLIES
09 5100 ACOUSTICAL CEILINGS
09 6500 RESILIENT FLOORING AND BASE
09 6813 TILE CARPETING
09 9113 EXTERIOR PAINTING
09 9123 INTERIOR PAINTING
DIVISION 10 - SPECIALTIES
10 2600 WALL AND DOOR PROTECTION
10 2800 TOILET, BATH AND CUSTODIAL ACCESSORIES
10 4300 EMERGENCY AID SPECIALTIES
10 4400 FIRE PROTECTION SPECIALTIES
DIVISION 11 - EQUIPMENT
11 3013 APPLIANCES
DIVISION 12 - FURNISHINGS
12 2400 WINDOW SHADES
12 3600 COUNTERTOPS
DIVISION 22 - PLUMBING
22 0000 PLUMBING BASIC REQUIREMENTS
22 0523 GENERAL-DUTY VALVES FOR PLUMBING PIPING
22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND
EQUIPMENT
22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
220700 PLUMBING INSULATION
22 1000 PLUMBING PIPING
22 3300 ELECTRIC, DOMESTIC-WATER HEATERS
22 4400 PLUMBING FIXTURES
DIVISION 23 - MECHANICAL
23 0000 HEATING, VENTILATING AND AIR CONDITIONING_HVAC_BASIC
REQUIREMENTS
23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING, DUCTWORK AND
EQUIPMENT
23 0553 IDNETIFICATION FOR HVAC PIPING, DUCTWORK, AND
EQUIPMENT
23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 0700 HVAC INSULATION
23 3100 HVAC DUCTS AND CASINGS
23 3300 AIR DUCT ACCESSORIES
23 3400 HVAC FANS
23 3700 AIR OUTLETS AND INLETS
23 7400 ROOFTOP PACKAGED AIR CONDITIONING UNITS
DIVISION 26 - ELECTRICAL
26 0100 GENERAL PROVISIONS FOR ELECTRICAL SYSTEM
26 0519 CONDUCTORS 600 VOLT AND BELOW
26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 0529 SUPPORTING DEVICES AND HANGERS
26 0534 RACEWAYS AND CONDUIT SYSTEMS
26 0537 OUTLET BOXES
26 0538 PULL AND JUNCTION BOXES
26 0543 UNDERGROUND ELECTRIC SERVICE
26 2416 PANELBOARDS
26 2726 WIRING DEVICES
26 2818 SAFETY SWITCHES
26 2913 INDIVIDUAL STARTERS AND CONTROLS
26 3213 DIESEL ENGINE DRIVEN GENERATOR SYSTEM
26 3600 AUTOMATIC TRANSFER SWITCH
26 4300 SURGE PROTECTION DEVICES
26 5100 INTERIOR LIGHTING AND LAMPS
26 5600 EXTERIOR LIGHTING AND LAMP
26 7000 CONNECTION TO OWNER FURNISHED EQUIPMENT
DIVISION 27 - COMMUNICATIONS
27 3700 LOW VOLTAGE ROUGH IN SPECIFICATIONS
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 3100 FIRE ALARM SYSTEM
28 4850 EMERGENCY RESPONDER RADIO COVERAGE IN BUILDING
KTHFS Wellness Center Permit - Bid Set September 04,2026
CONSTRUCTION STAKING
010500 -2
SECTION 010500
CONSTRUCTION STAKING
PART 1 GENERAL
1.01 CONTRACT CONDITIONS
A. Work of this Section is bound by the General Conditions, Supplementary Conditions, and Division 1 bound herewith in addition to this Specification and accompanying Drawings.
1.02 WORK INCLUDED
A. Provide survey work by an Oregon State registered land surveyor for the execution of Project.
1.03 QUALITY CONTROL
A. Before starting work, the Contractor shall locate all general reference points. The Contractor shall employ a registered surveyor (licensed by the State of Oregon) to perform such work.
The Contractor shall take such steps as are necessary to prevent the dislocation or destruction of the reference points, and shall be responsible for the accuracy of the site and building layout and elevations for the work.
1.04 SURVEY REFERENCE POINTS
A. Existing Points: See Drawings.
1. Locate existing points prior to starting site work, and preserve during construction.
2. Make no Changes to existing points without Owner and Architect approval.
3. Notify Owner and Architect when any point is lost, destroyed or requires relocation.
1.05 PROJECT LAYOUT
A. Establish existing control points.
B. Record benchmark locations with horizontal and vertical dimensions on Project Record
Drawings.
C. Using survey instruments, establish lines and levels for the following:
D. Stakes for grading, fill, and all earthwork.
E. Building foundation, floor elevations and similar elements.
F. Re-establish control points as required due to construction activity.
PART 2 PRODUCTS
2.01 NOT USED.
PART 3 EXECUTION
3.01 NOT USED.
END OF SECTION 010500
CONSTRUCTION STAKING
010500 -2
This page intentionally left blank
UTILITY LOCATION
REQUIREMENTS
010900 -2
SECTION 010900
UTILITY LOCATION REQUIREMENTS
PART 1 GENERAL
1.01 DESCRIPTION
A. Upon notification from any of the public agencies or utilities that the Contractor has caused damage to any facility, equipment or installation of the agency, and the Contractor failed to request a utility locate service from said utility at least two (2) normal business days prior to the damage, or if the locate service was properly requested and the damage was not caused by an error in the locate service, the Owner will withhold from forthcoming or accrued Contract payment, including advances, a sum sufficient to protect the agency of utility from loss.
B. Upon receipt of a release of claim by the notifying utility or upon judgment of a court having jurisdiction in the matter and having established that the contractor is liable for a lesser amount or is not liable for a lesser amount or is not liable for the damage, the Owner will release the excess funds to the Contractor. Funds withheld pursuant to this provision shall not bear interest. Upon receipt of satisfactory evidence against the Contractor in a court of competent jurisdiction within sixty (60) days after discovery of the damage, the Owner shall release the funds withheld pursuant to this provision.
1.02 PROTECTION OF UTILITIES
A. Any pipes or other utilities encountered in the excavation shall be shored up and cared for by the Contractor as to leave them in a proper working condition until such times as the Owner shall determine what shall be done with them.
B. Any utilities mislocated or inadequately located by the appropriate utility company which is damaged by the contractor shall not constitute reimbursement or time extension to the Contractor from the Owner for repair(s) of work that the Contractor performs.
C. No underground utility or structures shall be backfilled until they are inspected and approved by the Owner. The Contractor shall give the Owner twenty-four (24) hours notice of his intention to backfill or cover his work. Any work covered up without approval or proper required inspection shall, upon request of the Owner, be uncovered for inspection at the expense of the Contractor.
If the law or ordinance of any public authority requires any work to be tested, approved, or inspected, the Contractor shall arrange an appointment and a fixed date for such inspection.
PART 2 PRODUCTS
2.01 NOT USED
PART 3 EXECUTION
3.01 NOT USED
END OF SECTION 010900
UTILITY LOCATION
REQUIREMENTS
010900 -2
Summary 011000 -2
SECTION 011000
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: Klamath Tribal Health and Family Services Fitness Wellness Center.
B. The Project consists of the construction of A new 4,064 SF Wellness Center in Beatty, Oregon.The project consists of a Community Room, A workout room, medical and dental offices, offices, restrooms, and showers..
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Stipulated Price, Contract will be between
General Contractor and Klamath Tribal Health and Family Services.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. Owner will remove the following items before start of work:
1. Existing FFE and fitness equipment in existing rooms that are part of the scope of work..
1.04 WORK BY OWNER
A. Owner will supply the following for installation by Contractor:
1. All Furnishings, Furniture and movable equipmnet..
2. Exercise Equipment, Sauna, Cold Plunge, weights, red light therapy, tables..
3. Kitchen Appliances, Teaching kitchen training mirror, ice machine, commercial style diswasher, Cooler and Freezers, range, exhaust hoods, etc. .
4. Plateware, silverware, glassware, cooking vessels, etc..
5. POS sales system in Smoothie Cafe.
6. Medical and Dental Equipment.
7. Artwork or wall mounted equipment.
8. Health assessment equipment - Scales, desks, medical supplies
9. If an item isnt attached to the structure, the Ownr is providing, unless noted otherwise.
1.05 OWNER OCCUPANCY
A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period.Maintain exits from the existing facility.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
1.06 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to areas noted on Drawings.
1. Locate and conduct construction activities in ways that will limit disturbance to site.
B. Arrange use of site and premises to allow:
1. Owner occupancy.
2. Work by Others.
3. Work by Owner.
C. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
D. Utility Outages and Shutdown:
1. Limit disruption of utility services to hours the site is unoccupied.
2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.
3. Prevent accidental disruption of utility services to other facilities.
Summary 011000 -2
1.07 WORK SEQUENCE
A. Coordinate construction schedule and operations with Owner.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 011000
Price and Payment Procedures 012000 -2
SECTION 012000
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Procedures for preparation and submittal of applications for progress payments.
B. Procedures for preparation and submittal of application for final payment.
1.02 SCHEDULE OF VALUES
A. Use Schedule of Values Form: AIA G703, edition stipulated in the Agreement.
B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Owner for approval.
C. Forms filled out by hand will not be accepted.
D. Submit Schedule of Values electronically within 15 days after date of Owner-Contractor
Agreement.
E. Revise schedule to list approved Change Orders, with each Application For Payment.
1.03 APPLICATIONS FOR PROGRESS PAYMENTS
A. Payment Period: Submit at intervals stipulated in the Agreement.
B. Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement.
C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Owner for approval.
D. Forms filled out by hand will not be accepted.
E. Execute certification by signature of authorized officer.
F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.
G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.
H. Submit <> electronic copies of each Application for Payment.
I. Include the following with the application:
1. Transmittal letter as specified for submittals in Section 013000.
2. Partial release of liens from major subcontractors and vendors.
3. Affidavits attesting to off-site stored products.
J. When Owner requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.
1.04 MODIFICATION PROCEDURES
A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Owner will issue instructions directly to Contractor.
B. For other required changes, Owner will issue a document signed by Owner instructing
Contractor to proceed with the change, for subsequent inclusion in a Change Order.
1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.
2. Promptly execute the change.
C. For changes for which advance pricing is desired, Owner will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be
Price and Payment Procedures 012000 -2 considered valid. Contractor shall prepare and submit a fixed price quotation within 10 working days.
D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.
1. For change requested by Owner for work falling under a fixed price contract, the amount will be based on Contractor's price quotation.
2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Owner.
3. For pre-determined unit prices and quantities, the amount will be based on the fixed unit prices.
E. Substantiation of Costs: Provide full information required for evaluation.
1. Provide the following data:
a. Quantities of products, labor, and equipment.
b. Taxes, insurance, and bonds.
c. Overhead and profit.
d. Justification for any change in Contract Time.
e. Credit for deletions from Contract, similarly documented.
2. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.
F. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.
G. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.
H. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.
I. Promptly enter changes in Project Record Documents.
1.05 APPLICATION FOR FINAL PAYMENT
A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.
B. Application for Final Payment will not be considered until the following have been accomplished:
1. All closeout procedures specified in Section 017000.
PART 2 PRODUCTS - NOT USED
END OF SECTION 012000
Substitution Procedures 012500 -2
SECTION 012500
SUBSTITUTION PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Procedural requirements for proposed substitutions.
1.02 DEFINITIONS
A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.
1. Substitutions for Cause: Proposed due to changed Project circumstances beyond
Contractor's control.
2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.
a. Substitution requests offering advantages solely to the Contractor will not be considered.
1.03 REFERENCE STANDARDS
A. CSI/CSC Form 1.5C - Substitution Request (During the Bidding/Negotiating Stage); Current Edition.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 GENERAL REQUIREMENTS
A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.
2. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become apparent.
B. A Substitution Request for specified installer constitutes a representation that the submitter:
1. Has acted in good faith to obtain services of specified installer, but was unable to come to commercial, or other terms.
C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.
D. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.
1. Forms indicated in the Project Manual are adequate for this purpose, and must be used.
E. Limit each request to a single proposed substitution item.
1. Submit an electronic document, combining the request form with supporting data into single document.
3.02 SUBSTITUTION PROCEDURES DURING PROCUREMENT
A. Submittal Time Restrictions:
1. Owner will consider requests for substitutions only if submitted at least 10 days prior to the date for receipt of bids.
B. Submittal Form (before award of contract):
1. Submit substitution requests by completing CSI/CSC Form 1.5C - Substitution Request.
See this form for additional information and instructions. Use only this form; other forms of submission are unacceptable.
Substitution Procedures 012500 -2
3.03 SUBSTITUTION PROCEDURES DURING CONSTRUCTION
A. Submit request for Substitution for Cause within 14 days of discovery of need for substitution, but not later than 14 days prior to time required for review and approval by Owner in order to stay on approved project schedule.
B. Submit request for Substitution for Convenience within 14 days of discovery of its potential advantage to the project, but not later than 14 days prior to time required for review and approval by Owner, in order to stay on approved project schedule.
1. In addition to meeting general documentation requirements, document how the requested substitution benefits the Owner through cost savings, time savings, greater energy conservation, or in other specific ways.
2. Document means of coordinating of substitution item with other portions of the work, including work by affected subcontractors.
3. Bear the costs engendered by proposed substitution of:
C. Substitutions will not be considered under one or more of the following circumstances:
1. When they are indicated or implied on shop drawing or product data submittals, without having received prior approval.
2. Without a separate written request.
3. When acceptance will require revisions to Contract Documents.
3.04 RESOLUTION
A. Owner will notify Contractor in writing of decision to accept or reject request.
3.05 ACCEPTANCE
A. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Ownerural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.
3.06 CLOSEOUT ACTIVITIES
A. Include completed Substitution Request Forms as part of the Project record. Include both approved and rejected Requests.
END OF SECTION 012500
Administrative Requirements 013000 -8
SECTION 013000
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General administrative requirements.
B. Web-based project software service.
C. Preconstruction meeting.
D. Site mobilization meeting.
E. Progress meetings.
F. Construction progress schedule.
G. Contractor's daily reports.
H. Coordination drawings.
I. Submittals for review, information, and project closeout.
J. Number of copies of submittals.
K. Requests for Interpretation (RFI) procedures.
L. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 016000 - Product Requirements: General product requirements.
B. Section 017800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.
C. Section 019113 - General Commissioning Requirements: Additional procedures for submittals relating to commissioning.
1. Where submittals are not indicated to be reviewed by Architect, submit directly to the
Commissioning Provider (CxP); otherwise, the procedures specified in this section apply to commissioning submittals.
1.03 GENERAL ADMINISTRATIVE REQUIREMENTS
A. Comply with requirements of Section 017000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.
B. Make the following types of submittals to Owner and/or Architect:
1. Requests for Interpretation (RFI).
2. Requests for substitution.
3. Shop drawings, product data, and samples.
4. Test and inspection reports.
5. Design data.
6. Applications for payment and change order requests.
7. Progress schedules.
8. Coordination drawings.
9. Correction Punch List and Final Correction Punch List for Substantial Completion.
10. Closeout submittals.
1.04 COORDINATION
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.
Administrative Requirements 013000 -8
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.
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.
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.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
9. Project closeout activities.
D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.
1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Owner's property.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE
A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.
1. Besides submittals for review, information, and closeout, this procedure applies to
Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.
2. Contractor and Architect are required to use this service.
3. It is Contractor's responsibility to submit documents in allowable format.
4. Subcontractors, suppliers, and Architect's consultants are to be permitted to use the service at no extra charge.
5. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.
6. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.
Administrative Requirements 013000 -8
B. Cost: The cost of the service is to be paid by Contractor with no costs passed onto the Owner.
C. Submittal Service: The selected service is:
1. Newforma ConstructEx: www.newforma.com/our-solutions/constructex/#sle.
2. ProCORE.
3. Any additional nationally recognized service.
D. Project Closeout: Architect will determine when to terminate the service for the project and is responsible for obtaining archive copies of files for Owner.
E. Schedule meeting after Notice of Award.
F. Record minutes and distribute copies within two days after meeting to participants, with one copy to Architect, Owner, participants, and those affected by decisions made.
G. Schedule and administer meetings throughout progress of the work at maximum weekly intervals.
H. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.
1. Special consultants.
2. Major subcontractors.
3. Review of RFIs log and status of responses.
I. Record minutes and distribute copies within two days after meeting to participants, with one copy to Architect, Owner, participants, and those affected by decisions made.
J. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of work, with a general outline for remainder of work.
1. Include written certification that major contractors have reviewed and accepted proposed schedule.
K. General: Prepare coordination drawings in accordance with requirements in individual Sections, where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.
c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.
e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.
3.02 REQUESTS FOR INTERPRETATION (RFI)
A. Definition: A request seeking one of the following:
Administrative Requirements 013000 -8
1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.
2. A resolution to an issue which has arisen due to field conditions and affects design intent.
B. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of
Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.
1. Prepare a separate RFI for each specific item.
a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.
b. Do not forward requests which solely require internal coordination between subcontractors.
2. Prepare PDF using software provided by the Electronic Document Submittal Service.
3. Combine RFI and its attachments into a single electronic file. PDF format is preferred.
C. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.
1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.
2. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response, with an explanatory notation.
3. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question. They will be returned without a response, with an explanatory notation.
D. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.
1. Official Project name and number, and any additional required identifiers established in
Contract Documents.
2. Discrete and consecutive RFI number, and descriptive subject/title.
3. Issue date, and requested reply date.
4. Annotations: Field dimensions and/or description of conditions which have engendered the request.
5. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example;
routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.
E. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.
F. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.
1. Indicate current status of every RFI. Update log promptly and on a regular basis.
2. Note dates of when each request is made, and when a response is received.
3. Highlight items requiring priority or expedited response.
4. RFI description.
G. Review Time: Owner or Architect will respond and return RFIs to Contractor within Ten calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 1:00 PM will be considered as having been received on the following regular working day.
1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.
Administrative Requirements 013000 -8
H. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.
1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith.
Identify the amended RFI with an R suffix to the original number.
2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.
3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.
4. Notify Architect in writing within 4 calendar days if the RFI response warrents change in the Contract Time or the Contract Sum.
3.03 SUBMITTAL SCHEDULE
A. Submit to Owner for review a schedule for submittals in tabular format.
1. Format schedule to allow tracking of status of submittals throughout duration of construction.
2. Arrange information to include scheduled date for initial submittal, specification number and title, and description of item of work covered.
3. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates.
a. For assemblies, equipment, systems comprised of multiple components and/or requiring detailed coordination with other work, allow for additional time to make corrections or revisions to initial submittals, and time for their review.
b. Number of samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal to Construction Manager with options selected.
c. Number of Samples: submit three sets of samples. Architect will retain one Sample set; remainder will be returned. Mark up and retain one returned Sample set as a Project record sample.
1) Submit a single sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, patter, texture, or other characteristic is inherent in material or product represented by a sample, submit at least three sets of paired units that show approximate limits of variations.
B. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract
Documents.
2. Manufacturer and product name, and model number if applicable.
3. Number and name of room or space.
4. Location within room or space.
5. Submit product schdule in PDF format.
C. Coordination: Coordinate preparation and processing of submittals with performance of construciton activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
Partial submittals will be rejected for re-submittal.
Administrative Requirements 013000 -8
3. 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.
4. Manufacturer's catalog cuts.
5. Manufacturer's product specifications.
6. Standard color charts.
7. Statement of compliance with specified referenced standards.
8. Notation of coordination requirements.
9. Availability and delivery time information.
10. Other types indicated.
3.04 NUMBER OF COPIES OF SUBMITTALS
A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
3.05 SUBMITTAL PROCEDURES
A. General Requirements:
1. Use a single transmittal for related items.
2. Transmit using approved form.
a. Use Contractor's form, subject to prior approval by Owner and Architect.
3. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.
a. File name shall include specification division and title (i.e. 081416-1 - flush wood doors.pdf)
4. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents.
a. Submittals from sources other than the Contractor, or without Contractor's stamp will not be acknowledged, reviewed, or returned.
5. Options: Identify options requiring selection by the Architect on the Cover Sheet.
6. Deviations: Identify deviations from the Contract Documents on submittals on Cover
Sheet.
7. When revised for resubmission, identify all changes made since previous submission.
8. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s) of the work, and have received prior approval for their use.
9. Submittals not requested will be recognized, and will be returned "Not Reviewed", B. Product Data Procedures:
1. Submit only information required by individual specification sections.
2. Collect required information into a single submittal.
3. Submit concurrently with related shop drawing submittal.
4. Do not submit (Material) Safety Data Sheets for materials or products.
C. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting
Contract Documents and coordinating related work.
2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.
D. Samples Procedures:
1. Transmit related items together as single package.
2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.
Administrative Requirements 013000 -8
3.06 SUBMITTAL REVIEW
A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.
B. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on Architect's receipt of submittal. 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 resubmittals.
1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals in required. Architect will advise Construction Manager when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal in necessay, process it in same manner as initial submittal.
3. Resubmittal Review: Allow 15 days for review of each resubmittal.
4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, U.S. Forest Service, or other parties is indicated, allow 21 days for initial review of each submittal.
C. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken.
D. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.
1. Notations may be made directly on submitted items and/or listed on appended Submittal
Review cover sheet.
E. Architect's and consultants' actions on items submitted for review:
1. Authorizing purchasing, fabrication, delivery, and installation:
a. "Approved", or language with same legal meaning.
b. "Approved as Noted, Resubmission not required", or language with same legal meaning.
1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.
2. Not Authorizing fabrication, delivery, and installation:
a. "Revise and Resubmit".
1) Resubmit revised item, with review notations acknowledged and incorporated.
b. "Rejected".
1) Submit item complying with requirements of Contract Documents.
F. Architect's and consultants' actions on items submitted for information:
1. Items for which no action was taken:
a. "Received" - to notify the Contractor that the submittal has been received for record only.
2. Items for which action was taken:
a. "Reviewed" - no further action is required from Contractor.
END OF SECTION 013000
Administrative Requirements 013000 -8
Construction Progress Schedule 013216 -2
SECTION 013216
CONSTRUCTION PROGRESS SCHEDULE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preliminary schedule.
B. Construction progress schedule, bar chart type.
1.02 SUBMITTALS
A. Within 10 days after date of Agreement, submit preliminary schedule.
B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
C. Submit updated schedule with each Application for Payment.
1.03 SCHEDULE FORMAT
A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.
B. Diagram Sheet Size: Maximum 22 x 17 inches (560 x 432 mm).
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRELIMINARY SCHEDULE
A. Prepare preliminary schedule in the form of a horizontal bar chart.
3.02 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.
B. Identify each item by specification section number.
C. Identify work of separate stages and other logically grouped activities.
D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.
E. Indicate delivery dates for owner-furnished products.
F. Provide legend for symbols and abbreviations used.
3.03 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation.
B. Identify the first work day of each week.
3.04 REVIEW AND EVALUATION OF SCHEDULE
A. Evaluate project status to determine work behind schedule and work ahead of schedule.
B. After review, revise as necessary as result of review, and resubmit within 10 days.
3.05 DISTRIBUTION OF SCHEDULE
A. Distribute copies of updated schedules to Contractor's project site file, to subcontractors, suppliers, Architect, Owner, and other concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.
END OF SECTION 013216
Construction Progress Schedule 013216 -2
Quality Requirements 014000 -4
SECTION 014000
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Submittals.
B. Quality assurance.
C. References and standards.
D. Testing and inspection agencies and services.
E. Control of installation.
F. Mock-ups.
G. Tolerances.
H. Manufacturers' field services.
I. Defect Assessment.
1.02 RELATED REQUIREMENTS
A. Document 007200 - General Conditions: Inspections and approvals required by public authorities.
B. Section 012100 - Allowances: Allowance for payment of testing services.
C. Section 013000 - Administrative Requirements: Submittal procedures.
1.03 REFERENCE STANDARDS
A. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for
Use in Construction and Criteria for Testing Agency Evaluation; 2026.
B. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing of Soil and Rock as Used in Engineering Design and Construction; 2026.
C. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2026.
1.04 DEFINITIONS
A. Design Data: Design-related, signed and sealed drawings, calculations, specifications, certifications, shop drawings and other submittals provided by Contractor, and prepared directly by, or under direct supervision of, appropriately licensed design professional.
1.05 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Test Reports: After each test/inspection, promptly submit two copies or PDF of report to Owner and Architect and to Contractor.
1. Include:
a. Date issued.
b. Project title and number.
c. Name of inspector.
d. Date and time of sampling or inspection.
e. Identification of product and specifications section.
f. Location in the Project.
g. Type of test/inspection.
h. Date of test/inspection.
i. Results of test/inspection.
j. Compliance with Contract Documents.
k. When requested by Architect, provide interpretation of results.
Quality Requirements 014000 -4
2. Test report submittals are for Architect's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Owner's information.
C. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.
1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.
2. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect.
D. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.
E. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner.
1. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.
1.06 QUALITY ASSURANCE
1.07 TESTING AND INSPECTION AGENCIES AND SERVICES
A. Owner will employ services of an independent testing agency to perform certain specified testing and inspection; payment for cost of services will be derived from allowance specified in Section 012100; see Section 012100 and applicable sections for description of services included in allowance.
B. Where quality-control services are indicated as Owner's responsibility, Owner will employ and pay for services of an independent testing agency to perform other specified testing and inspection.
1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and ispecting they are engaaged to perform.
2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order.
C. Employment of agency in no way relieves…
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